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JP2011247081A - Wall plate material and wooden framework structure - Google Patents

Wall plate material and wooden framework structure Download PDF

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Publication number
JP2011247081A
JP2011247081A JP2011112237A JP2011112237A JP2011247081A JP 2011247081 A JP2011247081 A JP 2011247081A JP 2011112237 A JP2011112237 A JP 2011112237A JP 2011112237 A JP2011112237 A JP 2011112237A JP 2011247081 A JP2011247081 A JP 2011247081A
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Prior art keywords
wire
joint
wall
joining
panel
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JP2011112237A
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JP5061253B2 (en
Inventor
Izuru Hashizume
出 橋詰
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ACT Co Ltd
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ACT Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2628Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members
    • E04B2001/2636Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members with connectors located in slots of the wooden members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2676Connector nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/268Connection to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To increase the degree of freedom in rearrangement, exchange and extension of a framework and a framework panel composing the framework in a wooden framework structure.SOLUTION: Rods 21 are joined to each other by joint metals 31 having a plurality of joint surfaces capable of connecting end faces 22 of the rods 21 that are included between the rods 21 and that combine a plurality of rods 21 to butt the plurality of rods 21 while bringing the end faces of the lengthwise direction in non-contact with each other. At the same time, framework panels composed by fixing a face bar 41 to the rods 21 to form a panel (framework panels for girder wall 12,13 and framework panels for gable wall 14,15) are provided. The framework panels are joined separably by the joint metals 31 to compose a framework.

Description

この発明は、本格的な木造軸組建築や簡易な木造軸組建築のための木造軸組構造に関し、より詳しくは、たとえばユニットハウス、バンガロ、東屋、物置、倉庫、ガレージ、店舗、仮設住宅、一般住宅、社寺建築、茶室、移動式茶室など様々な建築に利用できる木造軸組構造に関する。   The present invention relates to a wooden framework structure for a full-scale wooden framework construction or a simple wooden framework construction. The present invention relates to a wooden frame structure that can be used for various buildings such as general houses, shrines and temples, tea rooms, and mobile tea rooms.

木造軸組構造は、柱材や梁材などの線材で荷重を支える構造である。軸組を構成する柱材や梁材などの線材は、仕口による接合のほか、仕口と補強金物を組み合わせた接合、さらには接合金物のみによる接合と、様々な方法で接合されている。   The wooden frame structure is a structure that supports a load with a wire such as a pillar material or a beam material. The wire rods and beam members constituting the shaft assembly are joined by various methods such as joining by joints, joining by combining joints and reinforcing hardware, and joining only by joining hardware.

接合の仕方は様々であるが、いずれの接合方法においても、線材同士の接合はあらかじめ定めた組み合わせでしかできなかった。このため、軸組を組み替えたり、交換したり、継ぎ足したりすることは不可能であった。   There are various ways of joining, but in any joining method, the joining of the wires can only be performed in a predetermined combination. For this reason, it was impossible to rearrange, exchange, or add shafts.

下記特許文献1には、線材で形成された木造軸組部屋ユニットを組み合わせて構成する木造軸組ユニット住宅が開示されている。この木造軸組ユニット住宅は、木造軸組部屋ユニットの線材同士をL形プレートで抱き合わせて束ねるように固定するものである。このため、水平力を受けたときに荷重を支えるべき線材に余計な力がかかって線材に脆性を生じさせたり、壁の形成を困難にしたりする難点がある。   The following Patent Document 1 discloses a wooden frame unit house configured by combining wooden frame room units formed of wire rods. In this wooden frame unit housing, the wire rods of the wooden frame room unit are fixed to each other by tying them together with an L-shaped plate. For this reason, when a horizontal force is received, an extra force is applied to the wire that should support the load, causing the wire to become brittle or making it difficult to form a wall.

日本国特開2002−13205号公報Japanese Unexamined Patent Publication No. 2002-13205

上述のように、従来の木造軸組構造においては軸組の組み替えなどの自由度がなく、特許文献1に開示されているように組み合わせて構成する木造軸組ユニット住宅であっても、強度上、施工上の点で難があった。   As described above, in the conventional wooden frame structure, there is no degree of freedom such as rearrangement of the frame group, and even a wooden frame unit house constructed by combining as disclosed in Patent Document 1 has high strength. There were difficulties in terms of construction.

そこで、この発明は、組み換え等の自由度が高く、構造上の強度を確保できような、あらゆる木造軸組建築に適用できる新規な構造を提供することを主たる目的とする。   Accordingly, the main object of the present invention is to provide a novel structure that can be applied to any wooden framed building with a high degree of freedom for recombination and the like and that can ensure structural strength.

上記の課題を解決するための手段は、線材が接合されてなる木造軸組構造であって、前記線材の端面を接合し得る複数の接合面を有して線材間に介在し、複数本の線材をその長さ方向の端面同士を非接触にして突き合わせるように一体化する接合金物で前記線材が接合される木造軸組構造である。   Means for solving the above-mentioned problem is a wooden frame structure in which wires are joined, and has a plurality of joining surfaces that can join the end faces of the wires, and is interposed between the wires. It is a wooden frame structure in which the wire is joined with a joint metal that integrates the wire so that the end faces in the lengthwise direction are not in contact with each other.

特に、前記線材のうち柱材となる垂直材と、土台や梁材となる水平材を接合するすべての前記接合金物に、立方体形状をなして6個の接合面を有する同一形態の接合金物を用いるとよい。同一形態とは基本構造を同じくするものを指す。   In particular, all of the above-mentioned joining hardware for joining the vertical material as the pillar material and the horizontal material as the base material and the beam material among the above-mentioned wire materials are joined in the same form and having six joining surfaces in a cubic shape. Use it. The same form refers to the same basic structure.

別の手段は、線材の端面を接合し得る複数の接合面を有して線材間に介在し、複数本の線材をその長さ方向の端面同士を非接触にして突き合わせるように一体化する接合金物で前記線材が接合されるとともに、前記線材に面材が固定されてパネル化された木造軸組構造に用いられる軸組パネルである。   Another means has a plurality of joining surfaces that can join the end faces of the wire, and is interposed between the wires, and integrates the plurality of wires so that the end faces in the lengthwise direction are not in contact with each other. It is a frame panel used for a wooden frame structure in which the wire is bonded with a bonding metal and a face material is fixed to the wire to form a panel.

この発明によれば、軸組を構成する複数本の線材は、その長さ方向の端面が接合金物の接合面に当接した状態で、端面同士を非接触にして突き合わせるように接合金物によって一体化される構造であり、接合金物で行う線材同士の接合部構造の共通化を図れる。このため、自由な組み合わせで接合部を得ることができる。   According to the present invention, the plurality of wires constituting the shaft assembly are joined by the joint metal so that the end surfaces in the length direction are in contact with the joint surface of the joint metal so that the end surfaces are not in contact with each other. It is an integrated structure, and it is possible to share the joint structure between the wire members made of the joint hardware. For this reason, a junction part can be obtained by a free combination.

また、別の軸組の線材や接合金物を接合することも可能であって、施工後に軸組の組み替えや交換、継ぎ足しを行うこともできて、至便である。軸組同士の接合は接合金物部分で行うので、線材同士を束ねるように固定する場合に比して、線材に脆性をもたらすことなく、強度を確保することもできる。   Moreover, it is also possible to join another shaft group of wire rods and metal fittings, and it is convenient because the shaft group can be rearranged, replaced, and added after construction. Since the joining between the shaft groups is performed at the joint metal part, it is possible to ensure the strength without bringing brittleness to the wire as compared to the case where the wires are fixed so as to be bundled together.

さらに、軸組の施工時や軸組パネルの製造時には、施工の順序が大きく制限されることはなく、施工などが簡易迅速に行える。組み立てた軸組を分解することもできる。   Furthermore, the construction sequence is not greatly restricted during the construction of the shaft assembly and the manufacture of the shaft panel, and the construction can be performed easily and quickly. The assembled shaft assembly can also be disassembled.

これらの結果、本格的な木造軸組建築、簡易な木造軸組建築の種類にかかわりなく幅広く使用でき、施工上、強度上の点で多くの利点を得られる。そのうえ、木造軸組建築においてはこれまでになかった新規な貸し出しの建築物としての利用もできる。   As a result, it can be used widely regardless of the type of full-scale wooden frame construction and simple wooden frame construction, and many advantages can be obtained in terms of construction and strength. In addition, it can be used as a new rental building that has never been seen before in wooden frame construction.

また、接合金物が線材の端面を接合金物の接合面に当接した状態で固定するので、施工後であっても線材の交換が可能であり、長期間にわたって使用できる木造軸組建築を得られる。   In addition, since the metal fitting is fixed in a state where the end surface of the wire rod is in contact with the bonding surface of the metal fitting, the wire rod can be replaced even after construction, and a wooden frame construction that can be used for a long period of time can be obtained. .

ユニットハウスの要部の斜視図。The perspective view of the principal part of a unit house. ユニットハウスの分解斜視図。The exploded perspective view of a unit house. ユニットハウスの主要部の分解斜視図。The disassembled perspective view of the principal part of a unit house. 軸組パネルの分解斜視図。The exploded perspective view of a shaft assembly panel. 接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of a joining metal fitting. 接合金物の基本構造を示す分解斜視図。The disassembled perspective view which shows the basic structure of a joining metal fitting. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 軸組パネルの下端における中間部分の分解斜視図。The disassembled perspective view of the intermediate part in the lower end of a shaft assembly panel. 軸組パネル上端角部分の分解斜視図。The exploded perspective view of the upper end corner part of a shaft panel. 軸組パネルと土台との接合部分を示す分解斜視図。The disassembled perspective view which shows the junction part of a frame panel and a foundation. 軸組パネルの上端部分を示す斜視図。The perspective view which shows the upper end part of a shaft assembly panel. ユニットハウスの上端角部分を示す斜視図。The perspective view which shows the upper end corner | angular part of a unit house. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 他の例に係るユニットハウスの斜視図。The perspective view of the unit house which concerns on another example. 図20に示したユニットハウスの分解状態の概略を示す斜視図。The perspective view which shows the outline of the decomposition | disassembly state of the unit house shown in FIG. 図20のユニットハウス要部の斜視図。The perspective view of the unit house principal part of FIG. 図20の要部の分解斜視図。The disassembled perspective view of the principal part of FIG. 図20のユニットハウスの垂直材間の構造を示す横断面図。The cross-sectional view which shows the structure between the vertical members of the unit house of FIG. 他の例に係るユニットハウスの壁部分の分解斜視図。The disassembled perspective view of the wall part of the unit house which concerns on another example. 図25の構成の垂直材間の構造を示す横断面図。FIG. 26 is a cross-sectional view showing a structure between vertical members having the configuration of FIG. 他の例に係るユニットハウスの屋根部分を分解した状態を示す斜視図。The perspective view which shows the state which decomposed | disassembled the roof part of the unit house which concerns on another example. 図27のユニットハウスの本体部分の分解斜視図。The disassembled perspective view of the main-body part of the unit house of FIG. 図27のユニットハウスの隅部分の横断面図。The cross-sectional view of the corner part of the unit house of FIG. 他の例に係る接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of the joining metal fitting which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1は、木造軸組建築の一例としての1階建てのユニットハウス11の要部を示す斜視図であり、図2は、図1に示した要部に対して取り付ける屋根パネル等の別の部材の取り付け方を示す斜視図、図3は、図1に示した要部のうちの主要部分の分解斜視図である。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing a main part of a one-story unit house 11 as an example of a wooden frame building, and FIG. 2 shows another roof panel attached to the main part shown in FIG. FIG. 3 is an exploded perspective view of the main part of the main part shown in FIG. 1.

これらの図に示すように、ユニットハウス11の軸組の主要部分は、4枚の軸組パネル12,13,14,15を組み合わせて構成される。軸組パネル12,13,14,15は、線材21と接合金物31と面材41と、必要に応じて筋かい51とを備える。前記線材21は、線材21の端面22を接合し得る複数の接合面32(図5参照)を有して線材21間に介在し、複数本の線材21をその長さ方向の端面22同士を非接触にして突き合わせるように一体化する接合金物31で接合され、さらに、前記面材41が固定されてパネル化されている。   As shown in these drawings, the main part of the shaft assembly of the unit house 11 is configured by combining four shaft assembly panels 12, 13, 14, and 15. The shaft assembly panels 12, 13, 14, and 15 include a wire rod 21, a metal joint 31, a face material 41, and a brace 51 as necessary. The wire 21 has a plurality of joining surfaces 32 (see FIG. 5) that can join the end surfaces 22 of the wire 21 and is interposed between the wires 21, and the plurality of wires 21 are connected to the end surfaces 22 in the length direction. It joins with the joining metal object 31 integrated so that it may contact | abut in non-contact, Furthermore, the said face material 41 is fixed and it is panelized.

4枚の軸組パネル12,13,14,15は、2枚の桁壁用軸組パネル12,13と、2枚の妻壁用軸組パネル14,15である。
桁壁用軸組パネル12,13は、平面視長方形をなすユニットハウス11の桁壁を構成する1枚のパネルであり、図3、図4に示したように、前記線材21としての垂直材23(柱材)及び水平材24(土台、梁材)と、これらの端面22間に介在して線材21の接合を行う前記接合金物31と、線材21で囲まれた空間内に収まる面材41と、同じく線材21で囲まれた空間内に収まる筋かい51とで構成されている。
The four shaft panels 12, 13, 14, and 15 are the two beam wall shaft panels 12 and 13 and the two wall panels 14 and 15.
Girder wall frame panels 12 and 13 are one panel constituting the girder wall of the unit house 11 having a rectangular shape in plan view. As shown in FIGS. 23 (column material) and horizontal material 24 (base, beam material), the joint metal 31 for joining the wire 21 interposed between these end faces 22, and the face material that fits in the space surrounded by the wire 21 41 and a brace 51 that fits in a space similarly surrounded by the wire 21.

垂直材23は、桁壁用軸組パネル12の長さ方向の両端位置と、これらの間の適宜位置に平行に設けられる。水平材24は、桁壁用軸組パネル12の長さ方向に沿って前記垂直材23の下端位置と上端位置に水平に延びるように設けられる。   The vertical members 23 are provided in parallel to both end positions in the length direction of the girder wall frame panel 12 and appropriate positions therebetween. The horizontal member 24 is provided so as to extend horizontally to the lower end position and the upper end position of the vertical member 23 along the length direction of the beam wall frame panel 12.

水平材24を図3に示したように継ぎ足す場合には、水平材24間に前記接合金物31が介装され、この接合金物31に前記垂直材23の上端面又は下端面が固定される。   When the horizontal member 24 is added as shown in FIG. 3, the joint metal 31 is interposed between the horizontal members 24, and the upper end surface or the lower end surface of the vertical member 23 is fixed to the joint metal 31. .

これら垂直材23と水平材24には、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば105mm角の角材などを用いることができる。   These vertical members 23 and horizontal members 24 are made of wood equivalent to that generally used as pillar materials, and specifically, for example, 105 mm square materials can be used.

前記接合金物31は、前記の線材21を接合するためのもので、線材21の長さ方向の端面22が接合金物31に当接するように接合される。このため、接合金物31は、図5に示したように、線材21の端面22間に収まる多面体立体形状をなす中空の箱状に形成された外郭部33を有する。この外郭部33は、線材21の端面22を接合可能にする複数の前記接合面32を備える。接合面32には、線材21を結合するための結合具を保持する保持部が形成される。また、接合面32を外郭部33内において相互に連結固定する内部連結部34が形成されている。   The joint metal 31 is for joining the wire 21, and is joined so that the end face 22 in the length direction of the wire 21 abuts the joint metal 31. For this reason, as shown in FIG. 5, the metal joint 31 has an outer portion 33 formed in a hollow box shape having a polyhedral solid shape that fits between the end faces 22 of the wire 21. The outer shell portion 33 includes a plurality of joint surfaces 32 that enable the end surface 22 of the wire 21 to be joined. On the joining surface 32, a holding portion for holding a coupler for coupling the wire 21 is formed. In addition, an internal connection portion 34 that connects and fixes the joining surface 32 to each other in the outer portion 33 is formed.

具体的には、前記接合金物31は、ユニットハウス11の柱脚部分と梁部分に使用され、六方に線材21を接合できるように、6個の接合面32を有する略立方体形状に形成されている。すなわち、上下2枚の接合面32のほかに、側面に4枚の接合面32を備えている。これらの接合面32には、結合具としてのボルト61(図6、図7、図8参照)を保持するための貫通孔35が形成されるとともに、外郭部33内には、隔壁部34aと柱状部34bとからなる前記内部連結部34が形成されている。また、外郭部33の平面視における四隅部分には、平面視円弧状の切欠からなる操作口36が形成される。この操作口36は、前記ボルト61を入れたり、ボルト61を回転したりするときに利用される部分である。さらに、上端の接合面32とこれに連続する側面の4枚の接合面32には、接合金物31を使用するときの向きを合わせるための基準線37が形成されている。   Specifically, the joint hardware 31 is used for the column base part and the beam part of the unit house 11 and is formed in a substantially cubic shape having six joint surfaces 32 so that the wire 21 can be joined in six directions. Yes. That is, in addition to the two upper and lower bonding surfaces 32, four bonding surfaces 32 are provided on the side surface. These joint surfaces 32 are formed with through holes 35 for holding bolts 61 (see FIGS. 6, 7, and 8) as a coupling tool, and in the outer shell portion 33, partition walls 34a and The internal connection part 34 including the columnar part 34b is formed. In addition, operation ports 36 formed by notches having a circular arc shape in plan view are formed at the four corner portions of the outer shell portion 33 in plan view. The operation port 36 is a part used when the bolt 61 is inserted or the bolt 61 is rotated. Furthermore, a reference line 37 is formed on the upper joint surface 32 and the four joint surfaces 32 on the side surfaces that are continuous with the upper joint surface 32 in order to match the orientation when the metal joint 31 is used.

このような接合金物31は、たとえば図6に示したような各部材を溶接などにより相互に結合して製造される。図5、図6は、接合金物の基本構造を示すものである。   Such a metal joint 31 is manufactured by joining members as shown in FIG. 6 to each other by welding or the like. 5 and 6 show the basic structure of the metal joint.

また図示例では、接合面32と隔壁板34aは1枚の平板状の部材を示したが、たとえば板材を折り曲げた部材などを組み合わせることもできる。   In the illustrated example, the joining surface 32 and the partition plate 34a are each a single flat plate member. However, for example, a member obtained by bending a plate member may be combined.

各部材について説明すると、前記の上端の接合面32(上端接合面32a)と、下端の接合面32(下端接合面32b)、それに2枚の隔壁部34aは、正方形の四隅が円弧状に切り欠かれ、中央にはボルトを通すための前記貫通孔35が形成されている。これらの貫通孔35のうち、上端接合面32aと下端接合面32bの貫通孔35には、ボルト61を螺合する必要がある場合には雌ねじ35aが形成される(図7参照)。雌ねじ35aの形成に代えて、貫通孔35の裏側の位置にナット(図示せず)を保持することもできる。   Each member will be described. The upper joint surface 32 (upper joint surface 32a), the lower joint surface 32 (lower joint surface 32b), and the two partition walls 34a are cut into four circular corners in an arc shape. The through hole 35 for passing a bolt is formed at the center. Among these through-holes 35, female screws 35 a are formed in the through-holes 35 of the upper end joint surface 32 a and the lower end joint surface 32 b when the bolt 61 needs to be screwed (see FIG. 7). Instead of forming the female screw 35a, a nut (not shown) can be held at a position on the back side of the through hole 35.

前記の側面の接合面32(側面接合面32c)は、たて長の長方形に形成され、中央に前記貫通孔35が形成されている。また、上記の柱状部34bは、上端接合面32a、下端接合面32b、隔壁部34aの貫通孔35よりも大径のパイプで形成され、上端接合面32aと上側の隔壁部34aとの間と、下端接合面32bと下側の隔壁部34aとの間に介装される。   The side joining surface 32 (side joining surface 32c) is formed in a vertically long rectangle, and the through hole 35 is formed in the center. The columnar portion 34b is formed of a pipe having a diameter larger than that of the upper end joint surface 32a, the lower end joint surface 32b, and the through hole 35 of the partition wall portion 34a, and between the upper end joint surface 32a and the upper partition wall portion 34a. , And is interposed between the lower end joint surface 32b and the lower partition wall 34a.

なお、柱脚部に用いる柱脚部用の接合金物31の場合には、図7に示したように設置面Xに置いて使用できるようにするため、接合金物31を設置面Xから浮かせるとともに水平を出すためのアジャスタ71を備える。このアジャスタ71を備えるために、下端接合面32bと下側の隔壁部34aにおける4枚の側面接合面32cに近い部分に等間隔でアジャスタ71の雄ねじ部71aを螺合するねじ孔38が形成される。   In addition, in the case of the column base part metal fitting 31 used for the column base part, the joint metal piece 31 is floated from the installation surface X so that it can be used by being placed on the installation surface X as shown in FIG. An adjuster 71 for leveling is provided. In order to provide this adjuster 71, a screw hole 38 for screwing the male threaded portion 71a of the adjuster 71 at equal intervals is formed at a portion close to the four side surface joining surfaces 32c in the lower end joining surface 32b and the lower partition wall portion 34a. The

また、柱脚用の接合金物31では、上端接合面32aと上側の隔壁部34aに、結合具としてのボルト61が下から保持されている。同様に、各側面接合面32cの貫通孔35にも、結合具としてのボルト61が必要に応じて保持される。そして、これらボルト61には、図7に示したように、ボルト61が螺合する雌ねじ62aを有した円柱状のコア材62が固定され、コア材62における長さ方向と直交する方向に形成された貫通孔62bとドリフトピン63を用いて、線材21が固定される。   Moreover, in the column base metal fitting 31, a bolt 61 as a coupling tool is held from below on the upper end joint surface 32 a and the upper partition wall 34 a. Similarly, a bolt 61 as a coupling tool is also held in the through hole 35 of each side joint surface 32c as necessary. Then, as shown in FIG. 7, a cylindrical core material 62 having a female screw 62 a into which the bolt 61 is screwed is fixed to these bolts 61, and is formed in a direction perpendicular to the length direction of the core material 62. The wire 21 is fixed by using the through hole 62b and the drift pin 63.

この柱脚部用の接合金物31は、図8に示したように、アンカーボルト81を備えた基礎82の上に固定することもできる。この場合には、上端接合面32aと下端接合面32bと隔壁部34aには、雌ねじ35aがないほうが、施工が容易である。   As shown in FIG. 8, the column base metal joint 31 can be fixed on a foundation 82 provided with anchor bolts 81. In this case, it is easier to construct the upper end joint surface 32a, the lower end joint surface 32b, and the partition wall 34a without the female screw 35a.

前記面材41は、図4に示したように、複数枚の落とし込み板42を接合してパネル化してなる板倉材で構成されている。このため、前記線材21における面材41を固定する部位には、面材41の縁が入り込む溝25が形成されている。また、面材41における必要部位には開口部43が形成される。   As shown in FIG. 4, the face material 41 is made of a plate material formed by joining a plurality of dropping plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed. In addition, an opening 43 is formed in a necessary portion of the face material 41.

前記筋かい51は、図4に仮想線で示したように、前記面材41に固定され一体化している。このとき、筋かい51の端部は、接合される線材21の側面に当接するように端部処理されている。筋かい51は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   The brace 51 is fixed to and integrated with the face material 41 as indicated by phantom lines in FIG. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図9は、1本の垂直材23の下端に接合金物31を介して、2本の水平材24を結合する部分の分解斜視図、図10は、接合金物31によって垂直材23と水平材24をL字形に結合する部分の分解斜視図である。これらに示されるように、線材21は接合金物31を介して接合される。また、接合金物31を介しない線材21同士の接合は、ボルトナットなど、適宜の方法で行われる。このようにして、線材21で囲まれる部分に面材41と筋かい51が備えられた桁壁用軸組パネル12,13が構成される。   FIG. 9 is an exploded perspective view of a portion where two horizontal members 24 are joined to the lower end of one vertical member 23 via a joint metal 31, and FIG. 10 shows the vertical member 23 and the horizontal member 24 by the joint hardware 31. It is a disassembled perspective view of the part which couple | bonds with L shape. As shown in these figures, the wire 21 is joined via the joint hardware 31. Moreover, the joining of the wire materials 21 without using the joining hardware 31 is performed by an appropriate method such as a bolt and a nut. In this way, the girder wall frame panels 12 and 13 having the face material 41 and the brace 51 provided in the portion surrounded by the wire 21 are configured.

妻壁用軸組パネル14,15は、平面視長方形をなすユニットハウス11の妻壁を構成する1枚のパネルであり、図3に示したように、前記線材21としての垂直材23(柱材)および/または水平材24(土台、梁材)と、線材21で囲まれた空間内に収まる面材41と、同じく線材21で囲まれた空間内に収まる筋かい51とで構成されている。   The end wall frame panels 14 and 15 are one panel constituting the end wall of the unit house 11 having a rectangular shape in plan view, and as shown in FIG. Material) and / or horizontal material 24 (base, beam material), a face material 41 that fits in the space surrounded by the wire 21, and a brace 51 that fits in the space also surrounded by the wire 21. Yes.

水平材24は、上下両端位置に、妻壁用軸組パネルの長さ方向に沿って水平に延びるように設けられる。また、開口部43を有する一方の妻壁用軸組パネル15には、上下の水平材24間を掛け渡すように垂直材23が固定される。固定は、ボルトナットなど適宜の方法で行われる。   The horizontal member 24 is provided at both the upper and lower end positions so as to extend horizontally along the length direction of the end panel. Further, the vertical member 23 is fixed to one end wall frame panel 15 having the opening 43 so as to span between the upper and lower horizontal members 24. Fixing is performed by an appropriate method such as bolts and nuts.

これらの垂直材23と水平材24にも、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば105mm角の角材などを使用することができる。   These vertical members 23 and horizontal members 24 are also made of wood equivalent to that generally used as a column member, and specifically, for example, a 105 mm square member can be used.

水平材24を継ぎ足す必要がある場合には、前記の桁壁用軸組パネル12,13と同様に、前記接合金物31を介して接合を行う。接合金物31の構造は前記と同様である。   When it is necessary to add the horizontal member 24, the joining is performed through the joint hardware 31 in the same manner as the above-mentioned beam wall shaft panels 12 and 13. The structure of the bonding hardware 31 is the same as described above.

前記面材41は、前記の桁壁用軸組パネル12,13の場合と同様に、複数枚の落とし込み板42を結合してパネル化してなる板倉材で構成されている。このため、前記線材21における面材41を固定する部位には、面材41の縁が入り込む溝25が形成されている。   As in the case of the above-mentioned girder wall frame panels 12 and 13, the face material 41 is made of a plate material formed by combining a plurality of drop plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed.

妻壁用軸組パネル14,15では、長さ方向の両端に垂直材23が存在しないので、面材41の縁が突出した状態である。突出した縁は、接合される桁壁用軸組パネル12,13の垂直材23の溝25に嵌め込まれる。   Since the vertical members 23 do not exist at both ends in the length direction of the end wall shaft panels 14 and 15, the edge of the face member 41 protrudes. The protruding edge is fitted into the groove 25 of the vertical member 23 of the girder wall frame panels 12 and 13 to be joined.

前記筋かい51も同様で、前記面材41に固定され一体化している。このとき、筋かい51の端部は、接合される線材21の側面に当接するように端部処理されている。筋かい51は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   Similarly, the brace 51 is fixed and integrated with the face material 41. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図示例の妻壁用軸組パネル14,15では、線材21の接合に前記の接合金物31を用いないが、ボルトナットや釘などの適宜手段で各部材が組み立てられ、線材21で囲まれる部分に面材41と筋かい51が備えられた妻壁用軸組パネル14,15が構成される。   In the end wall shaft panels 14 and 15 in the illustrated example, the above-described joining hardware 31 is not used for joining the wire 21, but the members are assembled by appropriate means such as bolts and nuts and surrounded by the wire 21. The frame panels 14 and 15 for the wall are provided with the face material 41 and the brace 51.

このように構成された2枚の桁壁用軸組パネル12,13と2枚の妻壁用軸組パネル14,15を図3に示したように結合し、一つの木造軸組構造を得る。各軸組パネル12,13,14,15の結合に際して、必要か所に図3に示したように梁材16や土台17、それに図1に示したように火打ち材18を接合する。   As shown in FIG. 3, the two girder wall frame panels 12 and 13 and the two end wall frame panels 14 and 15 configured as described above are joined together to obtain a single wooden frame structure. . When connecting the respective shaft panels 12, 13, 14, and 15, the beam material 16 and the base 17 as shown in FIG. 3 are joined to the necessary portions as shown in FIG. 3, and the fire material 18 as shown in FIG.

梁材16や土台17の接合は、接合金物31を介して行う。図11は、桁壁用軸組パネル12,13に土台17を固定する部分を示す分解斜視図である。つまり、水平材24と水平材24の間の接合金物31における露出した接合面32に、土台17の端部が接合される。梁材16の場合も同様である。   The beam member 16 and the base 17 are joined through a joint metal 31. FIG. 11 is an exploded perspective view showing a portion for fixing the base 17 to the beam wall framing panels 12 and 13. That is, the end portion of the base 17 is joined to the exposed joint surface 32 of the joint metal 31 between the horizontal member 24 and the horizontal member 24. The same applies to the beam 16.

図3に示した梁材16は、上下2本の梁材担体16a,16bと、これらを上下に結合する束部材16cと、これらで囲まれる部分に嵌め込まれた面材16dとからなる。上記のように梁材16の場合も接合金物31の接合面32に固定されるが、下側に位置する梁材担体16dの端面は、各桁壁用軸組パネル12,13の垂直材23の側面に対して前記のコア材とボルトのみで固定できる。   The beam member 16 shown in FIG. 3 is composed of two upper and lower beam member carriers 16a and 16b, a bundle member 16c for connecting these members up and down, and a face member 16d fitted in a portion surrounded by these members. As described above, the beam member 16 is also fixed to the joint surface 32 of the joint metal 31, but the end surface of the beam member carrier 16 d located on the lower side is the vertical member 23 of each of the girder wall frame panels 12 and 13. It can fix only to the said side material with the said core material and a volt | bolt.

また、火打ち材18は、各軸組パネル12,13,14,15の水平材24や梁材16、土台17に対してボルトナット等により固定できる。   In addition, the fire striking material 18 can be fixed to the horizontal members 24, the beam members 16, and the base 17 of the shaft panels 12, 13, 14, 15 by bolts and nuts.

このようにしてユニットハウス11の要部が形成される。すなわち、ユニットハウス11は、線材21の端面22を接合し得る複数の接合面32を有して線材21間に介在し、複数本の線材21をその長さ方向の端面22同士を非接触にして突き合わせるように一体化する接合金物31で前記線材21が接合された木造軸組構造である。   In this way, the main part of the unit house 11 is formed. That is, the unit house 11 has a plurality of joining surfaces 32 that can join the end surfaces 22 of the wire rods 21 and is interposed between the wire rods 21 so that the end surfaces 22 in the length direction of the plurality of wire rods 21 are not in contact with each other. This is a wooden frame structure in which the wire 21 is joined by a joint metal 31 that is integrated so as to be abutted against each other.

なお、各桁壁用軸組壁パネル12,13の上端に位置する接合金物31には、図12に示すように吊り下げ用の吊りボルト91が固定される。吊りボルト91の雄ねじ91aを接合金物31の上端接合面32aの貫通孔35の雌ねじ35aに螺合すればよい。この吊りボルト91は、施工に際して桁壁用軸組パネル12,13を移動したり支えたりする場合に使用されるほか、完成したユニットハウス11を移動する場合にも便利に使用される。   In addition, as shown in FIG. 12, the suspension bolt 91 for suspension is fixed to the metal joint 31 located at the upper end of each girder wall framed wall panel 12,13. The male screw 91a of the suspension bolt 91 may be screwed into the female screw 35a of the through hole 35 of the upper end joint surface 32a of the joint metal 31. The suspension bolt 91 is used not only when moving and supporting the girder wall frame panels 12 and 13 during construction, but also when moving the completed unit house 11.

図示例では、各桁壁用軸組パネル12,13における垂直材23の上端に固定したすべての接合金物31に吊りボルト91を備えたので、図2に示したように取り付けられる屋根パネル92の対応部位には、貫通孔93を形成しておき、屋根パネル92を固定したときに、図13に示したように吊りボルト91が突出するように構成される。貫通孔93と吊りボルト91との間は、屋根の完成後にコーキング(図示せず)により閉塞すればよい。   In the illustrated example, since the suspension bolts 91 are provided on all the joint hardware 31 fixed to the upper ends of the vertical members 23 in the girder wall frame panels 12, 13, the roof panels 92 to be attached as shown in FIG. A through hole 93 is formed in the corresponding part, and when the roof panel 92 is fixed, the suspension bolt 91 is configured to protrude as shown in FIG. What is necessary is just to block | close between the through-hole 93 and the suspension bolt 91 by caulking (not shown) after completion of a roof.

前記屋根パネル92のほか、図2に示したように、接合された各軸組みパネル12,13,14,15の外側面における接合金物31部分には、露出する接合金物31を隠蔽する目的で、帯状の目隠し材94を固定するとよい。   In addition to the roof panel 92, as shown in FIG. 2, for the purpose of concealing the exposed joint metal 31 on the joint metal 31 portion on the outer surface of each of the joined axial panels 12, 13, 14, 15. The belt-shaped blindfold 94 may be fixed.

そのほか、開口部43に窓95やドア96などが取り付けられ、必要に応じて庇部材97など適宜の部材が固定される。図中、98は棟押え、99は棟飾りである。   In addition, a window 95, a door 96, and the like are attached to the opening 43, and appropriate members such as a flange member 97 are fixed as necessary. In the figure, 98 is a ward presser and 99 is a wing decoration.

また、前記の桁壁用軸組パネル12,13については、桁壁を1枚のパネルで構成するのでは長大すぎるという場合には、図14に示したように、2枚の桁壁用軸組パネル担体12a,13a,12b,13bに分割した構成とすることもできる。この場合、一方の桁壁用軸組パネル担体12aは長さ方向の両端に垂直材23を有し、他方の桁壁用軸組パネル担体12bは、長さ方向の一端のみに垂直材23を有する構造である。結合は、図15に示したように一方の桁壁用軸組パネル担体12の接合金物31によって行える。   Further, in the case of the above-mentioned girdle wall frame panels 12 and 13, if the girder wall is composed of a single panel, it is too long, as shown in FIG. 14, two girder wall shafts are used. It can also be set as the structure divided | segmented into the assembly panel support | carrier 12a, 13a, 12b, 13b. In this case, one girder wall frame panel carrier 12a has vertical members 23 at both ends in the length direction, and the other girder wall frame panel carrier 12b has a vertical material 23 only at one end in the length direction. It is the structure which has. As shown in FIG. 15, the coupling can be performed by the joint metal 31 of one of the girder wall frame panel carriers 12.

なお、双方の桁壁用軸組パネル12a,12bとも、両端に垂直材を有するものであっても、図16に示したように接合は可能である。   Note that both the girder wall frame panels 12a and 12b can be joined as shown in FIG. 16 even if they have vertical members at both ends.

さらに、桁壁用軸組パネル12,13に限らず、妻壁用軸組パネル14,15においても、図17に示したように、たとえば1間の長さなど、小さく構成することもできる。この場合には、移動が容易であるほか、軸組パネルの支持が簡単であるため土台17や梁材19の結合が容易で、作業性がよく、狭い場所での造作も可能であるという利点を有する。   Further, not only the girder wall axis panels 12 and 13 but also the end wall axis panels 14 and 15 can be configured to be small, for example, as shown in FIG. In this case, it is easy to move, and since the support of the frame panel is simple, the base 17 and the beam material 19 can be easily combined, workability is good, and construction in a narrow place is possible. Have

以上のように構成されたユニットハウス11によれば、ユニットハウス11自体は垂直材23や水平材24が、その長さ方向の端面22同士を非接触にして突き合わせたような状態で接合金物31によって一体化されているので、接合金物31で行う線材21同士の接合部構造は共通である。このため、接合部分での組み合わせが自由にでき、軸組や軸組パネル12,13,14,15の組み替え、交換、継ぎ足しなどの自由度が高い。一度形成した軸組を分解することもでき、移動にも便利である。   According to the unit house 11 configured as described above, the unit house 11 itself is such that the vertical member 23 and the horizontal member 24 are in contact with each other with the end faces 22 in the lengthwise direction being in contact with each other. Therefore, the joint structure of the wire members 21 performed by the joint hardware 31 is common. For this reason, the combination in a junction part can be made free, and the freedom degree, such as recombination of a shaft group and a shaft group panel 12,13,14,15, exchange, and addition, is high. The shaft assembly once formed can be disassembled and is convenient for movement.

たとえば、複数の軸組ユニット11a,11bを、図18に示したようにT字形に組むのも、図19に示したようにL字形に組むのも、同様の部材の組み合わせで自由にできる。軸組ユニット11a,11b同士の接合は、接合金物31部分で行うので、線材21同士を固定する間場合に比して、線材に脆性をもたらすことなく、強度を確保できる。   For example, it is possible to freely assemble a plurality of shaft assembly units 11a and 11b in a T shape as shown in FIG. 18 or in an L shape as shown in FIG. Since the joining of the shaft units 11a and 11b is performed at the joint metal part 31, the strength can be ensured without causing brittleness to the wire as compared with the case where the wires 21 are fixed.

また、軸組の一部の軸組パネル12,13,14,15が損傷したり、開口部のないところに開口部を形成したくなったりしたような場合には、必要に応じて軸組パネル12,13,14,15の交換をすることで、使用を継続させたり必要な変更をしたりすることが可能となる。さらに、軸組パネル12,13,14,15の一部のパネルを取り外して別の軸組を継ぎ足せば、床面積を広げたり間取りを変更したりすることができる。   In addition, if a part of the shaft panel 12, 13, 14, 15 of the shaft set is damaged or if it is desired to form an opening in a place where there is no opening, the shaft set is necessary. By exchanging the panels 12, 13, 14, and 15, it becomes possible to continue use or make necessary changes. Furthermore, if a part of the shaft assembly panels 12, 13, 14, and 15 are removed and another shaft assembly is added, the floor area can be increased or the floor plan can be changed.

そのうえ、線材21の端面22が接合金物31に当接した状態で接合されるので、ユニットハウス11の組立てに際して施工順序が大きく制限されることはなく、施工が簡易迅速に行える。また、軸組を組み立てた後においても、線材21の交換が可能であり、長期間にわたって使用できるユニットハウス11となる。   In addition, since the end face 22 of the wire rod 21 is bonded in a state of being in contact with the metal fitting 31, the construction order is not greatly limited when the unit house 11 is assembled, and the construction can be performed quickly and easily. Further, even after the shaft assembly is assembled, the wire 21 can be replaced, and the unit house 11 can be used for a long period of time.

さらに、各軸組パネル12,13,14,15においては、線材21を前記の接合金物31で接合するので、線材21の接合作業が容易であり、軸組パネル12,13,14,15の製造が簡易迅速に行える。しかも線材21は端面22が当接するように接合されるので強固な固定状態を得ることができ、板倉材からなる面材41と筋かい51も一体化されるので、強度の高いパネルとなる。   Furthermore, since the wire rod 21 is joined by the joint metal 31 in each of the shaft assembly panels 12, 13, 14, and 15, the joining work of the wire rod 21 is easy, and the shaft assembly panels 12, 13, 14, and 15 are connected. Manufacturing is simple and quick. In addition, since the wire 21 is joined so that the end face 22 comes into contact therewith, a strong fixed state can be obtained, and the face material 41 and the brace 51 made of a plate material are also integrated, so that a high-strength panel is obtained.

軸組パネル12,13,14,15はこのような特徴を有し、接合金物31まで一体化されているので、取り扱い性が良好で、施工が容易で、自由に軸組が得られるので、これまでにない貸し出しの建築物を得ることもできる。   Since the shaft assembly panels 12, 13, 14, and 15 have such characteristics and are integrated up to the joint hardware 31, the handleability is good, the construction is easy, and the shaft assembly can be obtained freely. You can also get a rental structure that has never been rented.

つぎに、他の形態について説明する説明する。この説明において、先の構成と同一又は同等の部位については同一の符号を付してその詳しい説明を省略する。   Next, another embodiment will be described. In this description, parts that are the same as or equivalent to those in the previous configuration are given the same reference numerals, and detailed descriptions thereof are omitted.

図20は、移動式の小空間、特に屋内で使用する茶室、商品の展示又は販売のための空間、物産展用の作業空間等として好適に使用できるユニットハウス11の正面側角から見た斜視図である。   FIG. 20 is a perspective view seen from the front side of the unit house 11 that can be suitably used as a mobile small space, in particular, a tea room used indoors, a space for displaying or selling products, a work space for product exhibition, and the like. FIG.

このユニットハウス11は、平らな床面等の設置面や、図20に示したような台座部材101の上に設置して使用されるもので、軸組の主要部分は、線材21と接合金物31で構成される。線材21は、柱材の役割を果たす垂直材23と、土台又は梁材の役割を果たす水平材24である。接合金物31は、前述と同様である。   The unit house 11 is used by being installed on an installation surface such as a flat floor surface or a pedestal member 101 as shown in FIG. 20, and the main part of the shaft assembly is composed of a wire 21 and a joint hardware. 31. The wire rods 21 are a vertical member 23 serving as a pillar member and a horizontal member 24 serving as a base or a beam member. The metal joint 31 is the same as described above.

すなわち、垂直材23は、四隅に配設され、これら垂直材23の間に掛け渡すように上下に4本ずつ水平材24が配設され、これら垂直材23と水平材24が接合金物31で接合される。   That is, the vertical members 23 are arranged at the four corners, and four horizontal members 24 are arranged on the upper and lower sides so as to span between the vertical members 23, and the vertical members 23 and the horizontal members 24 are joined by the metal fitting 31. Be joined.

図21は、ユニットハウス11の分解状態の概略を示す斜視図、図22は、ユニットハウス11の要部を斜め上から見た状態の斜視図である。   FIG. 21 is a perspective view showing an outline of the disassembled state of the unit house 11, and FIG. 22 is a perspective view of the main part of the unit house 11 as viewed from obliquely above.

すなわち、土台となる下の水平部材24を接合金物31で接合するとともに、この接合時に、水平部材24で囲まれる面空間に、格子状に組まれた角材からなる大引部材102が取り付けられ、この大引部材102の上には、あとで、合板等からなる下地材103が敷設される。下地材103の上には、図20、22に示したように畳104が敷き込まれる。同様に、梁材となる上の水平部材24を接合金物31で接合するときには、水平部材24で囲まれる面空間に、格子状に組まれた角材からなる天井部材105が取り付けられる。この例のユニットハウス11は、屋内で使用するものであるので、屋根は不要であるが、必要であれば所望の屋根を装着してもよい。   That is, the lower horizontal member 24 that serves as a base is joined with the joint hardware 31, and at the time of joining, the large pulling member 102 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24, A base material 103 made of plywood or the like is laid on the large pulling member 102 later. A tatami mat 104 is laid on the base material 103 as shown in FIGS. Similarly, when the upper horizontal member 24 to be a beam member is joined by the joint metal 31, the ceiling member 105 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24. Since the unit house 11 in this example is used indoors, a roof is not necessary, but a desired roof may be attached if necessary.

また、上下の水平部材24を接合する接合金物31は、前述の接合金物31と構造は同一であるものの具体的な寸法は異なる。つまり、接合時に外側に接合金物31が露出するのを避けるため、図23に示したように、接合金物31の平面視の大きさを垂直材23の端面22よりも若干小さくして、接合金物31を垂直材23及び水平材24の内側にあわせて固定したときに接合金物31の外側に適宜の空間ができるように設定されている。この空間に、アングル状に形成された木製の隠蔽部材106が固定される。隠蔽部材106は、両端に嵌合凸部106aが形成され、この嵌合凸部106aが水平部材24の端面22に形成された嵌合凹部22aに嵌合される。また、隠蔽部材106は、取り付けたときにその外面が水平部材24及び垂直部材23の外面と面一になるように厚さが設定されている。   Moreover, although the metal fitting 31 which joins the upper and lower horizontal members 24 has the same structure as the above-mentioned metal fitting 31, the specific dimensions are different. That is, in order to avoid the joint metal 31 being exposed to the outside during joining, the size of the joint metal 31 in plan view is slightly smaller than the end surface 22 of the vertical member 23 as shown in FIG. When 31 is fixed to the inside of the vertical member 23 and the horizontal member 24, an appropriate space is set on the outside of the metal joint 31. A wooden concealing member 106 formed in an angle shape is fixed in this space. The concealing member 106 has fitting convex portions 106 a formed at both ends, and the fitting convex portions 106 a are fitted into fitting concave portions 22 a formed on the end surface 22 of the horizontal member 24. Further, the thickness of the concealing member 106 is set so that the outer surface thereof is flush with the outer surfaces of the horizontal member 24 and the vertical member 23 when attached.

このような構成の主要部分に対して、外側の空間との間を仕切るための壁面等を形成すると、ユニットハウス11は完成する。   The unit house 11 is completed when a wall surface or the like for partitioning with the outer space is formed for the main part having such a configuration.

垂直材23と水平材21で囲まれた4個の開口部は、図20、図22に示したように、にじり口107と出入口108を残して、封鎖される。封鎖は、角材からなる格子状に組まれた桟部材109と、この桟部材109の内外両面に貼り付けられる方形をなすタイル状の壁材110で行われる。   As shown in FIGS. 20 and 22, the four openings surrounded by the vertical member 23 and the horizontal member 21 are blocked, leaving the squeeze port 107 and the entrance / exit 108. The blockade is performed by a crosspiece 109 made of square material and assembled in a lattice shape, and a tile-shaped wall member 110 having a square shape attached to both the inside and outside of the crosspiece 109.

桟部材109は、前記にじり口107と出入口108部分を除いて格子状をなし、図24にも示したように、前記壁材110を貼り付けたときに壁材110間にあらわれて垂直材23及び水平材24の外面と面一になる突条109aが形成されている。突条109aは、意匠上の効果のためのものである。また、桟部材109の壁内部位置には、前記壁材110を固定するための段部109bが、角材の固定によって適宜形成されている。   The crosspiece member 109 is formed in a lattice shape except for the part of the opening 107 and the entrance 108, and as shown in FIG. 24, the wall member 110 appears between the vertical members 23 and the wall member 110 when the wall member 110 is attached. A protrusion 109 a that is flush with the outer surface of the horizontal member 24 is formed. The protrusion 109a is for the effect on the design. Further, a stepped portion 109b for fixing the wall member 110 is appropriately formed at a position inside the wall of the crosspiece member 109 by fixing a square member.

前記壁材110には、適宜の板材を使用することができるが、たとえば藺草をバインダーで固めて形成した藺草ボードを用いると茶室空間としての雰囲気を醸し出せてよい。また、この例においては、壁材を縦横に4枚ずつ固定できるように前記桟部材109を構成しているので、壁材の色を適宜変えることによって、たとえば市松模様など、適宜の模様を表現できる。前記藺草ボードを用いた場合には、青みを帯びたものから黄色く焼けたものまで、適宜の色のものを使用することで、落ち着いた雰囲気を表現できる。このような壁材110は、図24に示したように、垂直材23、水平材24及び桟部材109との間に嵌め込まれ、前記段部109bに適宜の手段で固定される。   An appropriate plate material can be used for the wall material 110. For example, a cocoon board formed by fixing coconut grass with a binder may create an atmosphere as a tea room space. Further, in this example, the crosspiece member 109 is configured so that four wall materials can be fixed vertically and horizontally, so that an appropriate pattern such as a checkered pattern can be expressed by appropriately changing the color of the wall material. it can. In the case of using the above-mentioned reed grass board, it is possible to express a calm atmosphere by using the appropriate color from bluish to yellow burnt. As shown in FIG. 24, such a wall member 110 is fitted between the vertical member 23, the horizontal member 24, and the crosspiece member 109, and is fixed to the step portion 109b by an appropriate means.

前記壁材110は、桟部材109を両側から挟むように固定され、壁材110間には空間が形成されるので、この空間に照明(図示せず)を収容すれば、光透過性を有する前記藺草ボードからなる壁材110を通して光が漏れる、幻想的な雰囲気を演出できる。   The wall member 110 is fixed so that the crosspiece member 109 is sandwiched from both sides, and a space is formed between the wall members 110. Therefore, if an illumination (not shown) is accommodated in this space, the wall member 110 has light transmittance. It is possible to produce a fantastic atmosphere in which light leaks through the wall material 110 made of the grass board.

壁材110には、ガラスなど、透視を可能とする材質のものを用いて窓や採光等の機能を持たせるもよい。   The wall material 110 may have a function such as a window and daylighting using a material such as glass that can be seen through.

前記封鎖は、図25に示したようなパネル材111を開口部に嵌め込んで行うこともできる。パネル材111は、外周を囲む枠材112と、この枠材112の厚さ方向の中間位置に外周縁が食い込んだ状態で前記枠材112内に嵌め込まれる板材113と、この板材113の両面において枠材112内に固定される桟材114とで構成される。枠材112及び桟材114には、前記突条109aと同様の突条112a,114aが形成されている。   The blocking may be performed by fitting a panel material 111 as shown in FIG. 25 into the opening. The panel member 111 includes a frame member 112 that surrounds the outer periphery, a plate member 113 that is fitted into the frame member 112 in a state in which an outer peripheral edge has bitten into an intermediate position in the thickness direction of the frame member 112, and both surfaces of the plate member 113. It is comprised with the crosspiece 114 fixed in the frame material 112. FIG. The frame material 112 and the crosspiece 114 are formed with protrusions 112a and 114a similar to the protrusion 109a.

前記枠材112と桟材114には、図26に示したように、前記壁材110が内外両面側から貼り付けられる。   As shown in FIG. 26, the wall material 110 is attached to the frame material 112 and the crosspiece 114 from both the inside and outside surfaces.

前記パネル材111が、枠材112と板材113と桟材114を有する構成であるので、前記開口部に取り付けたときには、開口部を閉鎖するほか、軸組の形態を積極的に安定させる機能も有する。   Since the panel member 111 has a frame member 112, a plate member 113, and a crosspiece member 114, when the panel member 111 is attached to the opening portion, in addition to closing the opening portion, there is also a function of positively stabilizing the form of the shaft assembly. Have.

なお、前記突条109a,112a,114aを省略することもできる。   In addition, the said protrusion 109a, 112a, 114a can also be abbreviate | omitted.

また、前記開口部の閉鎖は、たとえば格子やすだれ、巻取り式の日除けなどで行うこともできる。開口部は開口状態のままであるもよい。開口部を閉鎖する壁材が、形状、模様、色彩等の意匠、前記のように内部に照明を収容したか積極的に開口部を補強するパネル材11を用いるか等の構造、にじり口107や出入り口108、あるいは窓(図示せず)などの開口位置が様式化されたものを備えて、これらを適宜使用するようにすれば、様々な形態のユニットハウス11を容易に得ることができる。   Further, the opening can be closed by, for example, a lattice or a saddle, a wind-up sunshade or the like. The opening may remain open. The wall material for closing the opening is a design such as a shape, pattern, color, etc., a structure such as whether the panel material 11 that houses the illumination inside or positively reinforces the opening as described above, the opening 107 or the like Various types of unit houses 11 can be easily obtained by providing a stylized opening position such as the entrance / exit 108 or a window (not shown) and using them appropriately.

さらに、茶室として必要であるなら、にじり口107等に引き戸をつけてもよい。   Furthermore, if necessary as a tea room, a sliding door may be attached to the lip 107 or the like.

さらにまた、床の間や水屋が必要であるならば、図18、図19に示したようにして、一部分を突出させてそれらを形成することもできる。   Furthermore, if a space between floors or a water shop is required, they can be formed by partially projecting them as shown in FIGS.

このように構成されたユニットハウス11は、茶室等として簡便に利用できる。組立てや分解も容易で、吊りボルトを利用すれば移動も難なく行える。したがって、たとえばクラブ活動や商品の展示等に有効に使用できる。   The unit house 11 configured as described above can be easily used as a tea room or the like. Easy to assemble and disassemble, and can be moved without difficulty using suspension bolts. Therefore, it can be effectively used for club activities, product displays, and the like.

また、たとえば商品を展示したり販売したりする空間や、地方の物産展などを百貨店等で行う場合に職人が入る空間などとして利用する場合には、容易に雰囲気を作り出すことができ、十分な情報伝達が可能で、販売促進にも貢献する。   In addition, for example, when using as a space to display or sell products, or as a space where craftsmen enter when performing local product exhibitions at department stores, etc., an atmosphere can be easily created and sufficient It can communicate information and contribute to sales promotion.

図27は、屋外でも使用できる屋根つきのユニットハウス11の例を示し、この図では、屋根部分を分解した状態を示している。このユニットハウス11は、軸組の主要部分が線材21と接合金物31で構成され、この主要部分に、図27、図28に示したような1枚の床板材121と、4枚の壁板材131と、4枚の屋根板材141を固定して構成される。   FIG. 27 shows an example of a unit house 11 with a roof that can be used outdoors, and this figure shows a state in which the roof portion is disassembled. In the unit house 11, the main part of the shaft assembly is composed of a wire rod 21 and a metal joint 31, and the main part includes one floor board 121 and four wall boards as shown in FIGS. 131 and four roofing sheet materials 141 are fixed.

これら床板材121、壁板材131および屋根板材141は、前記図4等に示したように、複数枚の落とし込み板42を接合してパネル化してなるものである。そして、前記壁板材131については、前記と同様に、図28に示したように線材21に設けた溝25に入り込む縁131aが形成されている。このため、前記と同様に、板倉材として作用するものであるため、施工が容易であり、高強度の耐力壁となるなどの前記の効果を有する。   These floor board material 121, wall board material 131, and roof board material 141 are formed by joining a plurality of dropping plates 42 into a panel as shown in FIG. And as for the said wall board material 131, the edge 131a which penetrates into the groove | channel 25 provided in the wire 21 as shown in FIG. 28 is formed similarly to the above. For this reason, since it acts as a plate material like the above, construction is easy and it has the above-mentioned effects such as a high strength bearing wall.

また、この例の壁板材131では特に、表裏両面における四隅部分に、規制板が固定されている。規制板132は、直角をなす角部132aを有する適宜厚の板で構成され、前記角部132a以外の形状は、外観美麗になるように適宜形成される。そして固定は、壁板材131における前記縁131aを除いた部分の角に、規制板132の角部132aが合致するように固定される。固定はネジ(図示せず)など適宜の手段で行われ、ネジを用いた場合には頭部に化粧が施される。   Moreover, in the wall board material 131 of this example, the restriction | limiting board is especially fixed to the four corner parts in front and back both surfaces. The restricting plate 132 is composed of a suitably thick plate having a corner portion 132a that forms a right angle, and the shape other than the corner portion 132a is appropriately formed so that the appearance is beautiful. And fixation is fixed so that the corner | angular part 132a of the control board 132 may correspond to the corner | angular part of the wall board material 131 except the said edge 131a. The fixing is performed by an appropriate means such as a screw (not shown), and when the screw is used, the head is decorated.

壁板材131がこのような規制板132を有するので、壁板材131を線材21に固定したときには、図29に示したように、規制板132の端面132bが線材21に面接触して相互間の位置関係を規制するので、前記のように板倉材として作用することによる効果に加えて、線材21の建ちを出しやすいという効果が得られる。このため、より強度の高いユニットハウス11を簡単に得られる。   Since the wall plate 131 has such a restriction plate 132, when the wall plate 131 is fixed to the wire 21, the end surface 132b of the restriction plate 132 comes into surface contact with the wire 21 as shown in FIG. Since the positional relationship is regulated, in addition to the effect obtained by acting as a plate material as described above, the effect that the wire 21 is easily built can be obtained. For this reason, the unit house 11 with higher strength can be easily obtained.

前記壁板材のうち、必要か所には扉や窓を取り付けるための開口133,134が形成される。また、前記4枚の屋根板材141は下面に断熱材(図示せず)を有するなど、必要に応じて適宜形成されている。たとえば屋根板材141に透明材からなる天窓を形成すれば、流星観測など自然観察用の移動可能な簡易なユニットハウス11とすることができる。なお、屋根板材141は4枚でなくともよい。   Openings 133 and 134 for attaching doors and windows are formed at necessary places in the wall plate material. Further, the four roof plate members 141 are appropriately formed as necessary, such as having a heat insulating material (not shown) on the lower surface. For example, if a skylight made of a transparent material is formed on the roof plate 141, a simple movable unit house 11 for natural observation such as meteor observation can be obtained. Note that the number of roof plate materials 141 is not limited to four.

図30は、前記接合金物31の他の例の基本構造を示している。すなわち、線材21の端面22を接合可能にする接合面32に、線材21を結合するための結合具を保持する前記貫通孔35に代えて、差込板39が溶接等により形成される。差込板39は、線材21の端部に形成された縦スリット26に差し込まれるもので、縦方向に延びており、下端には受け片39aが形成されている。また、差込板は線材21の結合に必要な切欠部39bと貫通孔39cを有する。   FIG. 30 shows a basic structure of another example of the metal joint 31. That is, the insertion plate 39 is formed by welding or the like in place of the through hole 35 that holds the coupler for joining the wire 21 to the joining surface 32 that enables the end surface 22 of the wire 21 to be joined. The insertion plate 39 is inserted into the vertical slit 26 formed at the end of the wire 21, extends in the vertical direction, and a receiving piece 39 a is formed at the lower end. Further, the insertion plate has a notch 39b and a through hole 39c necessary for coupling the wire 21.

差込板39は、すべての接合面32に形成されるのではなく、使用される箇所に応じて必要な接合面32に形成される。   The insertion plate 39 is not formed on all the bonding surfaces 32 but is formed on the necessary bonding surfaces 32 according to the location to be used.

この発明の構成と、上記の一形態の構成との対応において、
この発明の軸組パネルは、上記の桁壁用軸組パネル12,13、妻壁用軸組パネル14,15に対応し、
同様に、
線材は、線材21、垂直材23、水平材24、梁材16,19、土台17に対応し、
接合金物の上端の接合面は、上端接合面32aに対応し、
壁部材は、面材41、桟部材109及び壁材110、パネル材111に対応するも、
この発明は上記の構成のみに限定されるものではなく、その他の形態を採用することもできる。
In correspondence between the configuration of the present invention and the configuration of the above-described one form,
The shaft panel of the present invention corresponds to the beam wall shaft panels 12, 13 and the end wall shaft panels 14, 15 described above,
Similarly,
The wire corresponds to the wire 21, the vertical member 23, the horizontal member 24, the beam members 16, 19, and the base 17,
The joint surface at the upper end of the joint hardware corresponds to the upper joint surface 32a,
The wall member corresponds to the face material 41, the crosspiece member 109, the wall material 110, and the panel material 111,
The present invention is not limited to the above-described configuration, and other forms can be adopted.

たとえば、軸組パネルは、間仕切りとして機能させることもできる。すなわち、図3における梁材16と土台17に代えて、妻壁用軸組パネル14,15と同様の軸組パネルを固定することもできる。   For example, the shaft assembly panel can also function as a partition. That is, instead of the beam member 16 and the base 17 in FIG. 3, it is also possible to fix a shaft panel similar to the end wall shaft panels 14 and 15.

また、軸組パネルの面材には、板倉材のほか、合板などの面材を用いることもでき、さらに面材の取り付け方は、線材の側面に張り付けるようにするもよい。   Further, as a face material of the shaft panel, a face material such as a plywood can be used in addition to the plate material, and the face material may be attached to the side surface of the wire.

接合金物31の構造も、その他の構造であるもよい。   The structure of the joint hardware 31 may also be other structures.

11…ユニットハウス
12,13…桁壁用軸組パネル
14,15…妻壁用軸組パネル
16,19…梁材
17…土台
21…線材
22…端面
23…垂直材
24…水平材
31…接合金物
32…接合面
32a…上端接合面
41…面材
91…吊りボルト
112…枠材
113…板材
DESCRIPTION OF SYMBOLS 11 ... Unit house 12, 13 ... Girder wall axis | shaft panel 14,15 ... Tail wall axis | shaft panel 16, 19 ... Beam material 17 ... Base 21 ... Wire material 22 ... End surface 23 ... Vertical material 24 ... Horizontal material 31 ... Joining Hardware 32 ... Joint surface 32a ... Upper joint surface 41 ... Face material 91 ... Suspension bolt 112 ... Frame material 113 ... Plate material

この発明は、本格的な木造軸組建築や簡易な木造軸組建築のための木造軸組構造に関し、より詳しくは、たとえばユニットハウス、バンガロ、東屋、物置、倉庫、ガレージ、店舗、仮設住宅、一般住宅、社寺建築、茶室、移動式茶室など様々な建築に利用できる木造軸組構造の壁板材に関する。 The present invention relates to a wooden framework structure for a full-scale wooden framework construction or a simple wooden framework construction. More specifically, for example, a unit house, a bangaro, an arbor, a storeroom, a warehouse, a garage, a store, a temporary housing, The present invention relates to a wall plate material of a wooden frame structure that can be used for various buildings such as general houses, shrines and temples, tea rooms, and mobile tea rooms.

木造軸組構造は、柱材や梁材などの線材で荷重を支える構造である。軸組を構成する柱材や梁材などの線材は、仕口による接合のほか、仕口と補強金物を組み合わせた接合、さらには接合金物のみによる接合と、様々な方法で接合されている。   The wooden frame structure is a structure that supports a load with a wire such as a pillar material or a beam material. The wire rods and beam members constituting the shaft assembly are joined by various methods such as joining by joints, joining by combining joints and reinforcing hardware, and joining only by joining hardware.

接合の仕方は様々であるが、いずれの接合方法においても、線材同士の接合はあらかじめ定めた組み合わせでしかできなかった。このため、軸組を組み替えたり、交換したり、継ぎ足したりすることは不可能であった。   There are various ways of joining, but in any joining method, the joining of the wires can only be performed in a predetermined combination. For this reason, it was impossible to rearrange, exchange, or add shafts.

下記特許文献1には、線材で形成された木造軸組部屋ユニットを組み合わせて構成する木造軸組ユニット住宅が開示されている。この木造軸組ユニット住宅は、木造軸組部屋ユニットの線材同士をL形プレートで抱き合わせて束ねるように固定するものである。このため、水平力を受けたときに荷重を支えるべき線材に余計な力がかかって線材に脆性を生じさせたり、壁の形成を困難にしたりする難点がある。   The following Patent Document 1 discloses a wooden frame unit house configured by combining wooden frame room units formed of wire rods. In this wooden frame unit housing, the wire rods of the wooden frame room unit are fixed to each other by tying them together with an L-shaped plate. For this reason, when a horizontal force is received, an extra force is applied to the wire that should support the load, causing the wire to become brittle or making it difficult to form a wall.

特開2002−13205号公報JP 2002-13205 A

そこで、この発明は、あらゆる木造軸組建築に適用して強度の向上を図ることができるようにすることを主目的とする。 Accordingly, the present invention is to be able to improve the application to strength Oh Rayuru wooden framework buildings primary purpose.

上記の課題を解決するための手段は、線材が接合されてなる木造軸組構造における線材で囲まれる空間内に固定される壁板材であって、前記線材としての垂直材と水平材の溝に入り込む縁が全周に形成されるとともに、表裏両面における四隅部分に、直角をなす2つの端面がそれぞれ前記垂直材又は水平材に面接触する規制板が固定された壁板材である。 Means for solving the above problems is a wall plate material fixed in a space surrounded by the wire rod in the wooden frame structure in which the wire rod is joined, and in the vertical material and horizontal material groove as the wire material The wall is made of a wall plate in which an edge is formed on the entire circumference, and a restriction plate is fixed to each of the four corners on both the front and back surfaces so that two perpendicular end faces come into surface contact with the vertical member or horizontal member .

前記規制板は、壁板材を線材に固定したときに、規制板の端面が線材に面接触して相互間の位置関係を規制するので、板倉材として作用するとともに、線材の建ちを出す。When the wall plate material is fixed to the wire rod, the restriction plate regulates the positional relationship between the end surfaces of the restriction plate in contact with the wire rod.

別の手段は、前記壁板材を用いた木造軸組構造である。 Another means is a wooden frame structure using the wall plate material .

この発明によれば、規制板の端面が線材に面接触して相互間の位置関係を規制するので、線材に脆性を生じさせたりすることなく、強度の高い木造軸組構造が得られる。しかも、規制板は線材の建ちを出すので、線材同士を接合する接合金物にかける負担も軽減しつつ剛性が高められる。 According to the present invention, since the end face of the regulating plate comes into surface contact with the wire and restricts the positional relationship between the wires, a high-strength wooden frame structure can be obtained without causing brittleness of the wire. In addition, since the restriction plate brings out the construction of the wire, the rigidity is increased while reducing the burden on the metal fitting for joining the wires.

ユニットハウスの要部の斜視図。The perspective view of the principal part of a unit house. ユニットハウスの分解斜視図。The exploded perspective view of a unit house. ユニットハウスの主要部の分解斜視図。The disassembled perspective view of the principal part of a unit house. 軸組パネルの分解斜視図。The exploded perspective view of a shaft assembly panel. 接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of a joining metal fitting. 接合金物の基本構造を示す分解斜視図。The disassembled perspective view which shows the basic structure of a joining metal fitting. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 接合金物を柱脚部に用いた場合の例を示す断面図。Sectional drawing which shows the example at the time of using a joining metal fitting for a column base part. 軸組パネルの下端における中間部分の分解斜視図。The disassembled perspective view of the intermediate part in the lower end of a shaft assembly panel. 軸組パネル上端角部分の分解斜視図。The exploded perspective view of the upper end corner part of a shaft panel. 軸組パネルと土台との接合部分を示す分解斜視図。The disassembled perspective view which shows the junction part of a frame panel and a foundation. 軸組パネルの上端部分を示す斜視図。The perspective view which shows the upper end part of a shaft assembly panel. ユニットハウスの上端角部分を示す斜視図。The perspective view which shows the upper end corner | angular part of a unit house. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 軸組パネル同士、または軸組同士を結合する状態を示す断面図。Sectional drawing which shows the state which couple | bonds shaft set panels or shaft sets. 他の例に係る軸組パネルの斜視図。The perspective view of the shaft assembly panel which concerns on another example. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 木造軸組建築の要部の一例を示す平面図。The top view which shows an example of the principal part of wooden frame construction. 他の例に係るユニットハウスの斜視図。The perspective view of the unit house which concerns on another example. 図20に示したユニットハウスの分解状態の概略を示す斜視図。The perspective view which shows the outline of the decomposition | disassembly state of the unit house shown in FIG. 図20のユニットハウス要部の斜視図。The perspective view of the unit house principal part of FIG. 図20の要部の分解斜視図。The disassembled perspective view of the principal part of FIG. 図20のユニットハウスの垂直材間の構造を示す横断面図。The cross-sectional view which shows the structure between the vertical members of the unit house of FIG. 他の例に係るユニットハウスの壁部分の分解斜視図。The disassembled perspective view of the wall part of the unit house which concerns on another example. 図25の構成の垂直材間の構造を示す横断面図。FIG. 26 is a cross-sectional view showing a structure between vertical members having the configuration of FIG. 他の例に係るユニットハウスの屋根部分を分解した状態を示す斜視図。The perspective view which shows the state which decomposed | disassembled the roof part of the unit house which concerns on another example. 図27のユニットハウスの本体部分の分解斜視図。The disassembled perspective view of the main-body part of the unit house of FIG. 図27のユニットハウスの隅部分の横断面図。The cross-sectional view of the corner part of the unit house of FIG. 他の例に係る接合金物の基本構造を示す斜視図。The perspective view which shows the basic structure of the joining metal fitting which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1は、木造軸組建築の一例としての1階建てのユニットハウス11の要部を示す斜視図であり、図2は、図1に示した要部に対して取り付ける屋根パネル等の別の部材の取り付け方を示す斜視図、図3は、図1に示した要部のうちの主要部分の分解斜視図である。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing a main part of a one-story unit house 11 as an example of a wooden frame building, and FIG. 2 shows another roof panel attached to the main part shown in FIG. FIG. 3 is an exploded perspective view of the main part of the main part shown in FIG. 1.

これらの図に示すように、ユニットハウス11の軸組の主要部分は、4枚の軸組パネル12,13,14,15を組み合わせて構成される。軸組パネル12,13,14,15は、線材21と接合金物31と面材41と、必要に応じて筋かい51とを備える。前記線材21は、線材21の端面22を接合し得る複数の接合面32(図5参照)を有して線材21間に介在し、複数本の線材21をその長さ方向の端面22同士を非接触にして突き合わせるように一体化する接合金物31で接合され、さらに、前記面材41が固定されてパネル化されている。   As shown in these drawings, the main part of the shaft assembly of the unit house 11 is configured by combining four shaft assembly panels 12, 13, 14, and 15. The shaft assembly panels 12, 13, 14, and 15 include a wire rod 21, a metal joint 31, a face material 41, and a brace 51 as necessary. The wire 21 has a plurality of joining surfaces 32 (see FIG. 5) that can join the end surfaces 22 of the wire 21 and is interposed between the wires 21, and the plurality of wires 21 are connected to the end surfaces 22 in the length direction. It joins with the joining metal object 31 integrated so that it may contact | abut in non-contact, Furthermore, the said face material 41 is fixed and it is panelized.

4枚の軸組パネル12,13,14,15は、2枚の桁壁用軸組パネル12,13と、2枚の妻壁用軸組パネル14,15である。
桁壁用軸組パネル12,13は、平面視長方形をなすユニットハウス11の桁壁を構成する1枚のパネルであり、図3、図4に示したように、前記線材21としての垂直材23(柱材)及び水平材24(土台、梁材)と、これらの端面22間に介在して線材21の接合を行う前記接合金物31と、線材21で囲まれた空間内に収まる面材41と、同じく線材21で囲まれた空間内に収まる筋かい51とで構成されている。
The four shaft panels 12, 13, 14, and 15 are the two beam wall shaft panels 12 and 13 and the two wall panels 14 and 15.
Girder wall frame panels 12 and 13 are one panel constituting the girder wall of the unit house 11 having a rectangular shape in plan view. As shown in FIGS. 23 (column material) and horizontal material 24 (base, beam material), the joint metal 31 for joining the wire 21 interposed between these end faces 22, and the face material that fits in the space surrounded by the wire 21 41 and a brace 51 that fits in a space similarly surrounded by the wire 21.

垂直材23は、桁壁用軸組パネル12の長さ方向の両端位置と、これらの間の適宜位置に平行に設けられる。水平材24は、桁壁用軸組パネル12の長さ方向に沿って前記垂直材23の下端位置と上端位置に水平に延びるように設けられる。   The vertical members 23 are provided in parallel to both end positions in the length direction of the girder wall frame panel 12 and appropriate positions therebetween. The horizontal member 24 is provided so as to extend horizontally to the lower end position and the upper end position of the vertical member 23 along the length direction of the beam wall frame panel 12.

水平材24を図3に示したように継ぎ足す場合には、水平材24間に前記接合金物31が介装され、この接合金物31に前記垂直材23の上端面又は下端面が固定される。   When the horizontal member 24 is added as shown in FIG. 3, the joint metal 31 is interposed between the horizontal members 24, and the upper end surface or the lower end surface of the vertical member 23 is fixed to the joint metal 31. .

これら垂直材23と水平材24には、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば105mm角の角材などを用いることができる。   These vertical members 23 and horizontal members 24 are made of wood equivalent to that generally used as pillar materials, and specifically, for example, 105 mm square materials can be used.

前記接合金物31は、前記の線材21を接合するためのもので、線材21の長さ方向の端面22が接合金物31に当接するように接合される。このため、接合金物31は、図5に示したように、線材21の端面22間に収まる多面体立体形状をなす中空の箱状に形成された外郭部33を有する。この外郭部33は、線材21の端面22を接合可能にする複数の前記接合面32を備える。接合面32には、線材21を結合するための結合具を保持する保持部が形成される。また、接合面32を外郭部33内において相互に連結固定する内部連結部34が形成されている。   The joint metal 31 is for joining the wire 21, and is joined so that the end face 22 in the length direction of the wire 21 abuts the joint metal 31. For this reason, as shown in FIG. 5, the metal joint 31 has an outer portion 33 formed in a hollow box shape having a polyhedral solid shape that fits between the end faces 22 of the wire 21. The outer shell portion 33 includes a plurality of joint surfaces 32 that enable the end surface 22 of the wire 21 to be joined. On the joining surface 32, a holding portion for holding a coupler for coupling the wire 21 is formed. In addition, an internal connection portion 34 that connects and fixes the joining surface 32 to each other in the outer portion 33 is formed.

具体的には、前記接合金物31は、ユニットハウス11の柱脚部分と梁部分に使用され、六方に線材21を接合できるように、6個の接合面32を有する略立方体形状に形成されている。すなわち、上下2枚の接合面32のほかに、側面に4枚の接合面32を備えている。これらの接合面32には、結合具としてのボルト61(図6、図7、図8参照)を保持するための貫通孔35が形成されるとともに、外郭部33内には、隔壁部34aと柱状部34bとからなる前記内部連結部34が形成されている。また、外郭部33の平面視における四隅部分には、平面視円弧状の切欠からなる操作口36が形成される。この操作口36は、前記ボルト61を入れたり、ボルト61を回転したりするときに利用される部分である。さらに、上端の接合面32とこれに連続する側面の4枚の接合面32には、接合金物31を使用するときの向きを合わせるための基準線37が形成されている。   Specifically, the joint hardware 31 is used for the column base part and the beam part of the unit house 11 and is formed in a substantially cubic shape having six joint surfaces 32 so that the wire 21 can be joined in six directions. Yes. That is, in addition to the two upper and lower bonding surfaces 32, four bonding surfaces 32 are provided on the side surface. These joint surfaces 32 are formed with through holes 35 for holding bolts 61 (see FIGS. 6, 7, and 8) as a coupling tool, and in the outer shell portion 33, partition walls 34a and The internal connection part 34 including the columnar part 34b is formed. In addition, operation ports 36 formed by notches having a circular arc shape in plan view are formed at the four corner portions of the outer shell portion 33 in plan view. The operation port 36 is a part used when the bolt 61 is inserted or the bolt 61 is rotated. Furthermore, a reference line 37 is formed on the upper joint surface 32 and the four joint surfaces 32 on the side surfaces that are continuous with the upper joint surface 32 in order to match the orientation when the metal joint 31 is used.

このような接合金物31は、たとえば図6に示したような各部材を溶接などにより相互に結合して製造される。図5、図6は、接合金物の基本構造を示すものである。   Such a metal joint 31 is manufactured by joining members as shown in FIG. 6 to each other by welding or the like. 5 and 6 show the basic structure of the metal joint.

また図示例では、接合面32と隔壁板34aは1枚の平板状の部材を示したが、たとえば板材を折り曲げた部材などを組み合わせることもできる。   In the illustrated example, the joining surface 32 and the partition plate 34a are each a single flat plate member. However, for example, a member obtained by bending a plate member may be combined.

各部材について説明すると、前記の上端の接合面32(上端接合面32a)と、下端の接合面32(下端接合面32b)、それに2枚の隔壁部34aは、正方形の四隅が円弧状に切り欠かれ、中央にはボルトを通すための前記貫通孔35が形成されている。これらの貫通孔35のうち、上端接合面32aと下端接合面32bの貫通孔35には、ボルト61を螺合する必要がある場合には雌ねじ35aが形成される(図7参照)。雌ねじ35aの形成に代えて、貫通孔35の裏側の位置にナット(図示せず)を保持することもできる。   Each member will be described. The upper joint surface 32 (upper joint surface 32a), the lower joint surface 32 (lower joint surface 32b), and the two partition walls 34a are cut into four circular corners in an arc shape. The through hole 35 for passing a bolt is formed at the center. Among these through-holes 35, female screws 35 a are formed in the through-holes 35 of the upper end joint surface 32 a and the lower end joint surface 32 b when the bolt 61 needs to be screwed (see FIG. 7). Instead of forming the female screw 35a, a nut (not shown) can be held at a position on the back side of the through hole 35.

前記の側面の接合面32(側面接合面32c)は、たて長の長方形に形成され、中央に前記貫通孔35が形成されている。また、上記の柱状部34bは、上端接合面32a、下端接合面32b、隔壁部34aの貫通孔35よりも大径のパイプで形成され、上端接合面32aと上側の隔壁部34aとの間と、下端接合面32bと下側の隔壁部34aとの間に介装される。   The side joining surface 32 (side joining surface 32c) is formed in a vertically long rectangle, and the through hole 35 is formed in the center. The columnar portion 34b is formed of a pipe having a diameter larger than that of the upper end joint surface 32a, the lower end joint surface 32b, and the through hole 35 of the partition wall portion 34a, and between the upper end joint surface 32a and the upper partition wall portion 34a. , And is interposed between the lower end joint surface 32b and the lower partition wall 34a.

なお、柱脚部に用いる柱脚部用の接合金物31の場合には、図7に示したように設置面Xに置いて使用できるようにするため、接合金物31を設置面Xから浮かせるとともに水平を出すためのアジャスタ71を備える。このアジャスタ71を備えるために、下端接合面32bと下側の隔壁部34aにおける4枚の側面接合面32cに近い部分に等間隔でアジャスタ71の雄ねじ部71aを螺合するねじ孔38が形成される。   In addition, in the case of the column base part metal fitting 31 used for the column base part, the joint metal piece 31 is floated from the installation surface X so that it can be used by being placed on the installation surface X as shown in FIG. An adjuster 71 for leveling is provided. In order to provide this adjuster 71, a screw hole 38 for screwing the male threaded portion 71a of the adjuster 71 at equal intervals is formed at a portion close to the four side surface joining surfaces 32c in the lower end joining surface 32b and the lower partition wall portion 34a. The

また、柱脚用の接合金物31では、上端接合面32aと上側の隔壁部34aに、結合具としてのボルト61が下から保持されている。同様に、各側面接合面32cの貫通孔35にも、結合具としてのボルト61が必要に応じて保持される。そして、これらボルト61には、図7に示したように、ボルト61が螺合する雌ねじ62aを有した円柱状のコア材62が固定され、コア材62における長さ方向と直交する方向に形成された貫通孔62bとドリフトピン63を用いて、線材21が固定される。   Moreover, in the column base metal fitting 31, a bolt 61 as a coupling tool is held from below on the upper end joint surface 32 a and the upper partition wall 34 a. Similarly, a bolt 61 as a coupling tool is also held in the through hole 35 of each side joint surface 32c as necessary. Then, as shown in FIG. 7, a cylindrical core material 62 having a female screw 62 a into which the bolt 61 is screwed is fixed to these bolts 61, and is formed in a direction perpendicular to the length direction of the core material 62. The wire 21 is fixed by using the through hole 62b and the drift pin 63.

この柱脚部用の接合金物31は、図8に示したように、アンカーボルト81を備えた基礎82の上に固定することもできる。この場合には、上端接合面32aと下端接合面32bと隔壁部34aには、雌ねじ35aがないほうが、施工が容易である。   As shown in FIG. 8, the column base metal joint 31 can be fixed on a foundation 82 provided with anchor bolts 81. In this case, it is easier to construct the upper end joint surface 32a, the lower end joint surface 32b, and the partition wall 34a without the female screw 35a.

前記面材41は、図4に示したように、複数枚の落とし込み板42を接合してパネル化してなる板倉材で構成されている。このため、前記線材21における面材41を固定する部位には、面材41の縁が入り込む溝25が形成されている。また、面材41における必要部位には開口部43が形成される。   As shown in FIG. 4, the face material 41 is made of a plate material formed by joining a plurality of dropping plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed. In addition, an opening 43 is formed in a necessary portion of the face material 41.

前記筋かい51は、図4に仮想線で示したように、前記面材41に固定され一体化している。このとき、筋かい51の端部は、接合される線材21の側面に当接するように端部処理されている。筋かい51は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   The brace 51 is fixed to and integrated with the face material 41 as indicated by phantom lines in FIG. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図9は、1本の垂直材23の下端に接合金物31を介して、2本の水平材24を結合する部分の分解斜視図、図10は、接合金物31によって垂直材23と水平材24をL字形に結合する部分の分解斜視図である。これらに示されるように、線材21は接合金物31を介して接合される。また、接合金物31を介しない線材21同士の接合は、ボルトナットなど、適宜の方法で行われる。このようにして、線材21で囲まれる部分に面材41と筋かい51が備えられた桁壁用軸組パネル12,13が構成される。   FIG. 9 is an exploded perspective view of a portion where two horizontal members 24 are joined to the lower end of one vertical member 23 via a joint metal 31, and FIG. 10 shows the vertical member 23 and the horizontal member 24 by the joint hardware 31. It is a disassembled perspective view of the part which couple | bonds with L shape. As shown in these figures, the wire 21 is joined via the joint hardware 31. Moreover, the joining of the wire materials 21 without using the joining hardware 31 is performed by an appropriate method such as a bolt and a nut. In this way, the girder wall frame panels 12 and 13 having the face material 41 and the brace 51 provided in the portion surrounded by the wire 21 are configured.

妻壁用軸組パネル14,15は、平面視長方形をなすユニットハウス11の妻壁を構成する1枚のパネルであり、図3に示したように、前記線材21としての垂直材23(柱材)および/または水平材24(土台、梁材)と、線材21で囲まれた空間内に収まる面材41と、同じく線材21で囲まれた空間内に収まる筋かい51とで構成されている。   The end wall frame panels 14 and 15 are one panel constituting the end wall of the unit house 11 having a rectangular shape in plan view, and as shown in FIG. Material) and / or horizontal material 24 (base, beam material), a face material 41 that fits in the space surrounded by the wire 21, and a brace 51 that fits in the space also surrounded by the wire 21. Yes.

水平材24は、上下両端位置に、妻壁用軸組パネルの長さ方向に沿って水平に延びるように設けられる。また、開口部43を有する一方の妻壁用軸組パネル15には、上下の水平材24間を掛け渡すように垂直材23が固定される。固定は、ボルトナットなど適宜の方法で行われる。   The horizontal member 24 is provided at both the upper and lower end positions so as to extend horizontally along the length direction of the end panel. Further, the vertical member 23 is fixed to one end wall frame panel 15 having the opening 43 so as to span between the upper and lower horizontal members 24. Fixing is performed by an appropriate method such as bolts and nuts.

これらの垂直材23と水平材24にも、一般に柱材等として用いられるものと同等の木材が使用され、具体的には、たとえば105mm角の角材などを使用することができる。   These vertical members 23 and horizontal members 24 are also made of wood equivalent to that generally used as a column member, and specifically, for example, a 105 mm square member can be used.

水平材24を継ぎ足す必要がある場合には、前記の桁壁用軸組パネル12,13と同様に、前記接合金物31を介して接合を行う。接合金物31の構造は前記と同様である。   When it is necessary to add the horizontal member 24, the joining is performed through the joint hardware 31 in the same manner as the above-mentioned beam wall shaft panels 12 and 13. The structure of the bonding hardware 31 is the same as described above.

前記面材41は、前記の桁壁用軸組パネル12,13の場合と同様に、複数枚の落とし込み板42を結合してパネル化してなる板倉材で構成されている。このため、前記線材21における面材41を固定する部位には、面材41の縁が入り込む溝25が形成されている。   As in the case of the above-mentioned girder wall frame panels 12 and 13, the face material 41 is made of a plate material formed by combining a plurality of drop plates 42 into a panel. For this reason, a groove 25 into which an edge of the face material 41 enters is formed in a portion of the wire 21 where the face material 41 is fixed.

妻壁用軸組パネル14,15では、長さ方向の両端に垂直材23が存在しないので、面材41の縁が突出した状態である。突出した縁は、接合される桁壁用軸組パネル12,13の垂直材23の溝25に嵌め込まれる。   Since the vertical members 23 do not exist at both ends in the length direction of the end wall shaft panels 14 and 15, the edge of the face member 41 protrudes. The protruding edge is fitted into the groove 25 of the vertical member 23 of the girder wall frame panels 12 and 13 to be joined.

前記筋かい51も同様で、前記面材41に固定され一体化している。このとき、筋かい51の端部は、接合される線材21の側面に当接するように端部処理されている。筋かい51は、軸組の角部分に対応する部位に固定するのが好ましい。高強度の耐力壁となるからである。   Similarly, the brace 51 is fixed and integrated with the face material 41. At this time, the end portion of the brace 51 is end-treated so as to contact the side surface of the wire 21 to be joined. The brace 51 is preferably fixed to a portion corresponding to the corner portion of the shaft set. It is because it becomes a high strength bearing wall.

図示例の妻壁用軸組パネル14,15では、線材21の接合に前記の接合金物31を用いないが、ボルトナットや釘などの適宜手段で各部材が組み立てられ、線材21で囲まれる部分に面材41と筋かい51が備えられた妻壁用軸組パネル14,15が構成される。   In the end wall shaft panels 14 and 15 in the illustrated example, the above-described joining hardware 31 is not used for joining the wire 21, but the members are assembled by appropriate means such as bolts and nuts and surrounded by the wire 21. The frame panels 14 and 15 for the wall are provided with the face material 41 and the brace 51.

このように構成された2枚の桁壁用軸組パネル12,13と2枚の妻壁用軸組パネル14,15を図3に示したように結合し、一つの木造軸組構造を得る。各軸組パネル12,13,14,15の結合に際して、必要か所に図3に示したように梁材16や土台17、それに図1に示したように火打ち材18を接合する。   As shown in FIG. 3, the two girder wall frame panels 12 and 13 and the two end wall frame panels 14 and 15 configured as described above are joined together to obtain a single wooden frame structure. . When connecting the respective shaft panels 12, 13, 14, and 15, the beam material 16 and the base 17 as shown in FIG. 3 are joined to the necessary portions as shown in FIG. 3, and the fire material 18 as shown in FIG.

梁材16や土台17の接合は、接合金物31を介して行う。図11は、桁壁用軸組パネル12,13に土台17を固定する部分を示す分解斜視図である。つまり、水平材24と水平材24の間の接合金物31における露出した接合面32に、土台17の端部が接合される。梁材16の場合も同様である。   The beam member 16 and the base 17 are joined through a joint metal 31. FIG. 11 is an exploded perspective view showing a portion for fixing the base 17 to the beam wall framing panels 12 and 13. That is, the end portion of the base 17 is joined to the exposed joint surface 32 of the joint metal 31 between the horizontal member 24 and the horizontal member 24. The same applies to the beam 16.

図3に示した梁材16は、上下2本の梁材担体16a,16bと、これらを上下に結合する束部材16cと、これらで囲まれる部分に嵌め込まれた面材16dとからなる。上記のように梁材16の場合も接合金物31の接合面32に固定されるが、下側に位置する梁材担体16dの端面は、各桁壁用軸組パネル12,13の垂直材23の側面に対して前記のコア材とボルトのみで固定できる。   The beam member 16 shown in FIG. 3 is composed of two upper and lower beam member carriers 16a and 16b, a bundle member 16c for connecting these members up and down, and a face member 16d fitted in a portion surrounded by these members. As described above, the beam member 16 is also fixed to the joint surface 32 of the joint metal 31, but the end surface of the beam member carrier 16 d located on the lower side is the vertical member 23 of each of the girder wall frame panels 12 and 13. It can fix only to the said side material with the said core material and a volt | bolt.

また、火打ち材18は、各軸組パネル12,13,14,15の水平材24や梁材16、土台17に対してボルトナット等により固定できる。   In addition, the fire striking material 18 can be fixed to the horizontal members 24, the beam members 16, and the base 17 of the shaft panels 12, 13, 14, 15 by bolts and nuts.

このようにしてユニットハウス11の要部が形成される。すなわち、ユニットハウス11は、線材21の端面22を接合し得る複数の接合面32を有して線材21間に介在し、複数本の線材21をその長さ方向の端面22同士を非接触にして突き合わせるように一体化する接合金物31で前記線材21が接合された木造軸組構造である。   In this way, the main part of the unit house 11 is formed. That is, the unit house 11 has a plurality of joining surfaces 32 that can join the end surfaces 22 of the wire rods 21 and is interposed between the wire rods 21 so that the end surfaces 22 in the length direction of the plurality of wire rods 21 are not in contact with each other. This is a wooden frame structure in which the wire 21 is joined by a joint metal 31 that is integrated so as to be abutted against each other.

なお、各桁壁用軸組壁パネル12,13の上端に位置する接合金物31には、図12に示すように吊り下げ用の吊りボルト91が固定される。吊りボルト91の雄ねじ91aを接合金物31の上端接合面32aの貫通孔35の雌ねじ35aに螺合すればよい。この吊りボルト91は、施工に際して桁壁用軸組パネル12,13を移動したり支えたりする場合に使用されるほか、完成したユニットハウス11を移動する場合にも便利に使用される。   In addition, as shown in FIG. 12, the suspension bolt 91 for suspension is fixed to the metal joint 31 located at the upper end of each girder wall framed wall panel 12,13. The male screw 91a of the suspension bolt 91 may be screwed into the female screw 35a of the through hole 35 of the upper end joint surface 32a of the joint metal 31. The suspension bolt 91 is used not only when moving and supporting the girder wall frame panels 12 and 13 during construction, but also when moving the completed unit house 11.

図示例では、各桁壁用軸組パネル12,13における垂直材23の上端に固定したすべての接合金物31に吊りボルト91を備えたので、図2に示したように取り付けられる屋根パネル92の対応部位には、貫通孔93を形成しておき、屋根パネル92を固定したときに、図13に示したように吊りボルト91が突出するように構成される。貫通孔93と吊りボルト91との間は、屋根の完成後にコーキング(図示せず)により閉塞すればよい。   In the illustrated example, since the suspension bolts 91 are provided on all the joint hardware 31 fixed to the upper ends of the vertical members 23 in the girder wall frame panels 12, 13, the roof panels 92 to be attached as shown in FIG. A through hole 93 is formed in the corresponding part, and when the roof panel 92 is fixed, the suspension bolt 91 is configured to protrude as shown in FIG. What is necessary is just to block | close between the through-hole 93 and the suspension bolt 91 by caulking (not shown) after completion of a roof.

前記屋根パネル92のほか、図2に示したように、接合された各軸組みパネル12,13,14,15の外側面における接合金物31部分には、露出する接合金物31を隠蔽する目的で、帯状の目隠し材94を固定するとよい。   In addition to the roof panel 92, as shown in FIG. 2, for the purpose of concealing the exposed joint metal 31 on the joint metal 31 portion on the outer surface of each of the joined axial panels 12, 13, 14, 15. The belt-shaped blindfold 94 may be fixed.

そのほか、開口部43に窓95やドア96などが取り付けられ、必要に応じて庇部材97など適宜の部材が固定される。図中、98は棟押え、99は棟飾りである。   In addition, a window 95, a door 96, and the like are attached to the opening 43, and appropriate members such as a flange member 97 are fixed as necessary. In the figure, 98 is a ward presser and 99 is a wing decoration.

また、前記の桁壁用軸組パネル12,13については、桁壁を1枚のパネルで構成するのでは長大すぎるという場合には、図14に示したように、2枚の桁壁用軸組パネル担体12a,13a,12b,13bに分割した構成とすることもできる。この場合、一方の桁壁用軸組パネル担体12aは長さ方向の両端に垂直材23を有し、他方の桁壁用軸組パネル担体12bは、長さ方向の一端のみに垂直材23を有する構造である。結合は、図15に示したように一方の桁壁用軸組パネル担体12の接合金物31によって行える。   Further, in the case of the above-mentioned girdle wall frame panels 12 and 13, if the girder wall is composed of a single panel, it is too long, as shown in FIG. 14, two girder wall shafts are used. It can also be set as the structure divided | segmented into the assembly panel support | carrier 12a, 13a, 12b, 13b. In this case, one girder wall frame panel carrier 12a has vertical members 23 at both ends in the length direction, and the other girder wall frame panel carrier 12b has a vertical material 23 only at one end in the length direction. It is the structure which has. As shown in FIG. 15, the coupling can be performed by the joint metal 31 of one of the girder wall frame panel carriers 12.

なお、双方の桁壁用軸組パネル12a,12bとも、両端に垂直材を有するものであっても、図16に示したように接合は可能である。   Note that both the girder wall frame panels 12a and 12b can be joined as shown in FIG. 16 even if they have vertical members at both ends.

さらに、桁壁用軸組パネル12,13に限らず、妻壁用軸組パネル14,15においても、図17に示したように、たとえば1間の長さなど、小さく構成することもできる。この場合には、移動が容易であるほか、軸組パネルの支持が簡単であるため土台17や梁材19の結合が容易で、作業性がよく、狭い場所での造作も可能であるという利点を有する。   Further, not only the girder wall axis panels 12 and 13 but also the end wall axis panels 14 and 15 can be configured to be small, for example, as shown in FIG. In this case, it is easy to move, and since the support of the frame panel is simple, the base 17 and the beam material 19 can be easily combined, workability is good, and construction in a narrow place is possible. Have

以上のように構成されたユニットハウス11によれば、ユニットハウス11自体は垂直材23や水平材24が、その長さ方向の端面22同士を非接触にして突き合わせたような状態で接合金物31によって一体化されているので、接合金物31で行う線材21同士の接合部構造は共通である。このため、接合部分での組み合わせが自由にでき、軸組や軸組パネル12,13,14,15の組み替え、交換、継ぎ足しなどの自由度が高い。一度形成した軸組を分解することもでき、移動にも便利である。   According to the unit house 11 configured as described above, the unit house 11 itself is such that the vertical member 23 and the horizontal member 24 are in contact with each other with the end faces 22 in the lengthwise direction being in contact with each other. Therefore, the joint structure of the wire members 21 performed by the joint hardware 31 is common. For this reason, the combination in a junction part can be made free, and the freedom degree, such as recombination of a shaft group and a shaft group panel 12,13,14,15, exchange, and addition, is high. The shaft assembly once formed can be disassembled and is convenient for movement.

たとえば、複数の軸組ユニット11a,11bを、図18に示したようにT字形に組むのも、図19に示したようにL字形に組むのも、同様の部材の組み合わせで自由にできる。軸組ユニット11a,11b同士の接合は、接合金物31部分で行うので、線材21同士を固定する間場合に比して、線材に脆性をもたらすことなく、強度を確保できる。   For example, it is possible to freely assemble a plurality of shaft assembly units 11a and 11b in a T shape as shown in FIG. 18 or in an L shape as shown in FIG. Since the joining of the shaft units 11a and 11b is performed at the joint metal part 31, the strength can be ensured without causing brittleness to the wire as compared with the case where the wires 21 are fixed.

また、軸組の一部の軸組パネル12,13,14,15が損傷したり、開口部のないところに開口部を形成したくなったりしたような場合には、必要に応じて軸組パネル12,13,14,15の交換をすることで、使用を継続させたり必要な変更をしたりすることが可能となる。さらに、軸組パネル12,13,14,15の一部のパネルを取り外して別の軸組を継ぎ足せば、床面積を広げたり間取りを変更したりすることができる。   In addition, if a part of the shaft panel 12, 13, 14, 15 of the shaft set is damaged or if it is desired to form an opening in a place where there is no opening, the shaft set is necessary. By exchanging the panels 12, 13, 14, and 15, it becomes possible to continue use or make necessary changes. Furthermore, if a part of the shaft assembly panels 12, 13, 14, and 15 are removed and another shaft assembly is added, the floor area can be increased or the floor plan can be changed.

そのうえ、線材21の端面22が接合金物31に当接した状態で接合されるので、ユニットハウス11の組立てに際して施工順序が大きく制限されることはなく、施工が簡易迅速に行える。また、軸組を組み立てた後においても、線材21の交換が可能であり、長期間にわたって使用できるユニットハウス11となる。   In addition, since the end face 22 of the wire rod 21 is bonded in a state of being in contact with the metal fitting 31, the construction order is not greatly limited when the unit house 11 is assembled, and the construction can be performed quickly and easily. Further, even after the shaft assembly is assembled, the wire 21 can be replaced, and the unit house 11 can be used for a long period of time.

さらに、各軸組パネル12,13,14,15においては、線材21を前記の接合金物31で接合するので、線材21の接合作業が容易であり、軸組パネル12,13,14,15の製造が簡易迅速に行える。しかも線材21は端面22が当接するように接合されるので強固な固定状態を得ることができ、板倉材からなる面材41と筋かい51も一体化されるので、強度の高いパネルとなる。   Furthermore, since the wire rod 21 is joined by the joint metal 31 in each of the shaft assembly panels 12, 13, 14, and 15, the joining work of the wire rod 21 is easy, and the shaft assembly panels 12, 13, 14, and 15 are connected. Manufacturing is simple and quick. In addition, since the wire 21 is joined so that the end face 22 comes into contact therewith, a strong fixed state can be obtained, and the face material 41 and the brace 51 made of a plate material are also integrated, so that a high-strength panel is obtained.

軸組パネル12,13,14,15はこのような特徴を有し、接合金物31まで一体化されているので、取り扱い性が良好で、施工が容易で、自由に軸組が得られるので、これまでにない貸し出しの建築物を得ることもできる。   Since the shaft assembly panels 12, 13, 14, and 15 have such characteristics and are integrated up to the joint hardware 31, the handleability is good, the construction is easy, and the shaft assembly can be obtained freely. You can also get a rental structure that has never been rented.

つぎに、他の形態について説明する説明する。この説明において、先の構成と同一又は同等の部位については同一の符号を付してその詳しい説明を省略する。   Next, another embodiment will be described. In this description, parts that are the same as or equivalent to those in the previous configuration are given the same reference numerals, and detailed descriptions thereof are omitted.

図20は、移動式の小空間、特に屋内で使用する茶室、商品の展示又は販売のための空間、物産展用の作業空間等として好適に使用できるユニットハウス11の正面側角から見た斜視図である。   FIG. 20 is a perspective view seen from the front side of the unit house 11 that can be suitably used as a mobile small space, in particular, a tea room used indoors, a space for displaying or selling products, a work space for product exhibition, and the like. FIG.

このユニットハウス11は、平らな床面等の設置面や、図20に示したような台座部材101の上に設置して使用されるもので、軸組の主要部分は、線材21と接合金物31で構成される。線材21は、柱材の役割を果たす垂直材23と、土台又は梁材の役割を果たす水平材24である。接合金物31は、前述と同様である。   The unit house 11 is used by being installed on an installation surface such as a flat floor surface or a pedestal member 101 as shown in FIG. 20, and the main part of the shaft assembly is composed of a wire 21 and a joint hardware. 31. The wire rods 21 are a vertical member 23 serving as a pillar member and a horizontal member 24 serving as a base or a beam member. The metal joint 31 is the same as described above.

すなわち、垂直材23は、四隅に配設され、これら垂直材23の間に掛け渡すように上下に4本ずつ水平材24が配設され、これら垂直材23と水平材24が接合金物31で接合される。   That is, the vertical members 23 are arranged at the four corners, and four horizontal members 24 are arranged on the upper and lower sides so as to span between the vertical members 23, and the vertical members 23 and the horizontal members 24 are joined by the metal fitting 31. Be joined.

図21は、ユニットハウス11の分解状態の概略を示す斜視図、図22は、ユニットハウス11の要部を斜め上から見た状態の斜視図である。   FIG. 21 is a perspective view showing an outline of the disassembled state of the unit house 11, and FIG. 22 is a perspective view of the main part of the unit house 11 as viewed from obliquely above.

すなわち、土台となる下の水平部材24を接合金物31で接合するとともに、この接合時に、水平部材24で囲まれる面空間に、格子状に組まれた角材からなる大引部材102が取り付けられ、この大引部材102の上には、あとで、合板等からなる下地材103が敷設される。下地材103の上には、図20、22に示したように畳104が敷き込まれる。同様に、梁材となる上の水平部材24を接合金物31で接合するときには、水平部材24で囲まれる面空間に、格子状に組まれた角材からなる天井部材105が取り付けられる。この例のユニットハウス11は、屋内で使用するものであるので、屋根は不要であるが、必要であれば所望の屋根を装着してもよい。   That is, the lower horizontal member 24 that serves as a base is joined with the joint hardware 31, and at the time of joining, the large pulling member 102 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24, A base material 103 made of plywood or the like is laid on the large pulling member 102 later. A tatami mat 104 is laid on the base material 103 as shown in FIGS. Similarly, when the upper horizontal member 24 to be a beam member is joined by the joint metal 31, the ceiling member 105 made of square members assembled in a lattice shape is attached to the surface space surrounded by the horizontal member 24. Since the unit house 11 in this example is used indoors, a roof is not necessary, but a desired roof may be attached if necessary.

また、上下の水平部材24を接合する接合金物31は、前述の接合金物31と構造は同一であるものの具体的な寸法は異なる。つまり、接合時に外側に接合金物31が露出するのを避けるため、図23に示したように、接合金物31の平面視の大きさを垂直材23の端面22よりも若干小さくして、接合金物31を垂直材23及び水平材24の内側にあわせて固定したときに接合金物31の外側に適宜の空間ができるように設定されている。この空間に、アングル状に形成された木製の隠蔽部材106が固定される。隠蔽部材106は、両端に嵌合凸部106aが形成され、この嵌合凸部106aが水平部材24の端面22に形成された嵌合凹部22aに嵌合される。また、隠蔽部材106は、取り付けたときにその外面が水平部材24及び垂直部材23の外面と面一になるように厚さが設定されている。   Moreover, although the metal fitting 31 which joins the upper and lower horizontal members 24 has the same structure as the above-mentioned metal fitting 31, the specific dimensions are different. That is, in order to avoid the joint metal 31 being exposed to the outside during joining, the size of the joint metal 31 in plan view is slightly smaller than the end surface 22 of the vertical member 23 as shown in FIG. When 31 is fixed to the inside of the vertical member 23 and the horizontal member 24, an appropriate space is set on the outside of the metal joint 31. A wooden concealing member 106 formed in an angle shape is fixed in this space. The concealing member 106 has fitting convex portions 106 a formed at both ends, and the fitting convex portions 106 a are fitted into fitting concave portions 22 a formed on the end surface 22 of the horizontal member 24. Further, the thickness of the concealing member 106 is set so that the outer surface thereof is flush with the outer surfaces of the horizontal member 24 and the vertical member 23 when attached.

このような構成の主要部分に対して、外側の空間との間を仕切るための壁面等を形成すると、ユニットハウス11は完成する。   The unit house 11 is completed when a wall surface or the like for partitioning with the outer space is formed for the main part having such a configuration.

垂直材23と水平材21で囲まれた4個の開口部は、図20、図22に示したように、にじり口107と出入口108を残して、封鎖される。封鎖は、角材からなる格子状に組まれた桟部材109と、この桟部材109の内外両面に貼り付けられる方形をなすタイル状の壁材110で行われる。   As shown in FIGS. 20 and 22, the four openings surrounded by the vertical member 23 and the horizontal member 21 are blocked, leaving the squeeze port 107 and the entrance / exit 108. The blockade is performed by a crosspiece 109 made of square material and assembled in a lattice shape, and a tile-shaped wall member 110 having a square shape attached to both the inside and outside of the crosspiece 109.

桟部材109は、前記にじり口107と出入口108部分を除いて格子状をなし、図24にも示したように、前記壁材110を貼り付けたときに壁材110間にあらわれて垂直材23及び水平材24の外面と面一になる突条109aが形成されている。突条109aは、意匠上の効果のためのものである。また、桟部材109の壁内部位置には、前記壁材110を固定するための段部109bが、角材の固定によって適宜形成されている。   The crosspiece member 109 is formed in a lattice shape except for the part of the opening 107 and the entrance 108, and as shown in FIG. 24, the wall member 110 appears between the vertical members 23 and the wall member 110 when the wall member 110 is attached. A protrusion 109 a that is flush with the outer surface of the horizontal member 24 is formed. The protrusion 109a is for the effect on the design. Further, a stepped portion 109b for fixing the wall member 110 is appropriately formed at a position inside the wall of the crosspiece member 109 by fixing a square member.

前記壁材110には、適宜の板材を使用することができるが、たとえば藺草をバインダーで固めて形成した藺草ボードを用いると茶室空間としての雰囲気を醸し出せてよい。また、この例においては、壁材を縦横に4枚ずつ固定できるように前記桟部材109を構成しているので、壁材の色を適宜変えることによって、たとえば市松模様など、適宜の模様を表現できる。前記藺草ボードを用いた場合には、青みを帯びたものから黄色く焼けたものまで、適宜の色のものを使用することで、落ち着いた雰囲気を表現できる。このような壁材110は、図24に示したように、垂直材23、水平材24及び桟部材109との間に嵌め込まれ、前記段部109bに適宜の手段で固定される。   An appropriate plate material can be used for the wall material 110. For example, a cocoon board formed by fixing coconut grass with a binder may create an atmosphere as a tea room space. Further, in this example, the crosspiece member 109 is configured so that four wall materials can be fixed vertically and horizontally, so that an appropriate pattern such as a checkered pattern can be expressed by appropriately changing the color of the wall material. it can. In the case of using the above-mentioned reed grass board, it is possible to express a calm atmosphere by using the appropriate color from bluish to yellow burnt. As shown in FIG. 24, such a wall member 110 is fitted between the vertical member 23, the horizontal member 24, and the crosspiece member 109, and is fixed to the step portion 109b by an appropriate means.

前記壁材110は、桟部材109を両側から挟むように固定され、壁材110間には空間が形成されるので、この空間に照明(図示せず)を収容すれば、光透過性を有する前記藺草ボードからなる壁材110を通して光が漏れる、幻想的な雰囲気を演出できる。   The wall member 110 is fixed so that the crosspiece member 109 is sandwiched from both sides, and a space is formed between the wall members 110. Therefore, if an illumination (not shown) is accommodated in this space, the wall member 110 has light transmittance. It is possible to produce a fantastic atmosphere in which light leaks through the wall material 110 made of the grass board.

壁材110には、ガラスなど、透視を可能とする材質のものを用いて窓や採光等の機能を持たせるもよい。   The wall material 110 may have a function such as a window and daylighting using a material such as glass that can be seen through.

前記封鎖は、図25に示したようなパネル材111を開口部に嵌め込んで行うこともできる。パネル材111は、外周を囲む枠材112と、この枠材112の厚さ方向の中間位置に外周縁が食い込んだ状態で前記枠材112内に嵌め込まれる板材113と、この板材113の両面において枠材112内に固定される桟材114とで構成される。枠材112及び桟材114には、前記突条109aと同様の突条112a,114aが形成されている。   The blocking may be performed by fitting a panel material 111 as shown in FIG. 25 into the opening. The panel member 111 includes a frame member 112 that surrounds the outer periphery, a plate member 113 that is fitted into the frame member 112 in a state in which an outer peripheral edge has bitten into an intermediate position in the thickness direction of the frame member 112, and both surfaces of the plate member 113. It is comprised with the crosspiece 114 fixed in the frame material 112. FIG. The frame material 112 and the crosspiece 114 are formed with protrusions 112a and 114a similar to the protrusion 109a.

前記枠材112と桟材114には、図26に示したように、前記壁材110が内外両面側から貼り付けられる。   As shown in FIG. 26, the wall material 110 is attached to the frame material 112 and the crosspiece 114 from both the inside and outside surfaces.

前記パネル材111が、枠材112と板材113と桟材114を有する構成であるので、前記開口部に取り付けたときには、開口部を閉鎖するほか、軸組の形態を積極的に安定させる機能も有する。   Since the panel member 111 has a frame member 112, a plate member 113, and a crosspiece member 114, when the panel member 111 is attached to the opening portion, in addition to closing the opening portion, there is also a function of positively stabilizing the form of the shaft assembly. Have.

なお、前記突条109a,112a,114aを省略することもできる。   In addition, the said protrusion 109a, 112a, 114a can also be abbreviate | omitted.

また、前記開口部の閉鎖は、たとえば格子やすだれ、巻取り式の日除けなどで行うこともできる。開口部は開口状態のままであるもよい。開口部を閉鎖する壁材が、形状、模様、色彩等の意匠、前記のように内部に照明を収容したか積極的に開口部を補強するパネル材11を用いるか等の構造、にじり口107や出入り口108、あるいは窓(図示せず)などの開口位置が様式化されたものを備えて、これらを適宜使用するようにすれば、様々な形態のユニットハウス11を容易に得ることができる。   Further, the opening can be closed by, for example, a lattice or a saddle, a wind-up sunshade or the like. The opening may remain open. The wall material for closing the opening is a design such as a shape, pattern, color, etc., a structure such as whether the panel material 11 that houses the illumination inside or positively reinforces the opening as described above, the opening 107 or the like Various types of unit houses 11 can be easily obtained by providing a stylized opening position such as the entrance / exit 108 or a window (not shown) and using them appropriately.

さらに、茶室として必要であるなら、にじり口107等に引き戸をつけてもよい。   Furthermore, if necessary as a tea room, a sliding door may be attached to the lip 107 or the like.

さらにまた、床の間や水屋が必要であるならば、図18、図19に示したようにして、一部分を突出させてそれらを形成することもできる。   Furthermore, if a space between floors or a water shop is required, they can be formed by partially projecting them as shown in FIGS.

このように構成されたユニットハウス11は、茶室等として簡便に利用できる。組立てや分解も容易で、吊りボルトを利用すれば移動も難なく行える。したがって、たとえばクラブ活動や商品の展示等に有効に使用できる。   The unit house 11 configured as described above can be easily used as a tea room or the like. Easy to assemble and disassemble, and can be moved without difficulty using suspension bolts. Therefore, it can be effectively used for club activities, product displays, and the like.

また、たとえば商品を展示したり販売したりする空間や、地方の物産展などを百貨店等で行う場合に職人が入る空間などとして利用する場合には、容易に雰囲気を作り出すことができ、十分な情報伝達が可能で、販売促進にも貢献する。   In addition, for example, when using as a space to display or sell products, or as a space where craftsmen enter when performing local product exhibitions at department stores, etc., an atmosphere can be easily created and sufficient It can communicate information and contribute to sales promotion.

図27は、屋外でも使用できる屋根つきのユニットハウス11の例を示し、この図では、屋根部分を分解した状態を示している。このユニットハウス11は、軸組の主要部分が線材21と接合金物31で構成され、この主要部分に、図27、図28に示したような1枚の床板材121と、4枚の壁板材131と、4枚の屋根板材141を固定して構成される。   FIG. 27 shows an example of a unit house 11 with a roof that can be used outdoors, and this figure shows a state in which the roof portion is disassembled. In the unit house 11, the main part of the shaft assembly is composed of a wire rod 21 and a metal joint 31, and the main part includes one floor board 121 and four wall boards as shown in FIGS. 131 and four roofing sheet materials 141 are fixed.

これら床板材121、壁板材131および屋根板材141は、前記図4等に示したように、複数枚の落とし込み板42を接合してパネル化してなるものである。そして、前記壁板材131については、前記と同様に、図28に示したように線材21に設けた溝25に入り込む縁131aが形成されている。このため、前記と同様に、板倉材として作用するものであるため、施工が容易であり、高強度の耐力壁となるなどの前記の効果を有する。   These floor board material 121, wall board material 131, and roof board material 141 are formed by joining a plurality of dropping plates 42 into a panel as shown in FIG. And as for the said wall board material 131, the edge 131a which penetrates into the groove | channel 25 provided in the wire 21 as shown in FIG. 28 is formed similarly to the above. For this reason, since it acts as a plate material like the above, construction is easy and it has the above-mentioned effects such as a high strength bearing wall.

また、この例の壁板材131では特に、表裏両面における四隅部分に、規制板が固定されている。規制板132は、直角をなす角部132aを有する適宜厚の板で構成され、前記角部132a以外の形状は、外観美麗になるように適宜形成される。そして固定は、壁板材131における前記縁131aを除いた部分の角に、規制板132の角部132aが合致するように固定される。固定はネジ(図示せず)など適宜の手段で行われ、ネジを用いた場合には頭部に化粧が施される。   Moreover, in the wall board material 131 of this example, the restriction | limiting board is especially fixed to the four corner parts in front and back both surfaces. The restricting plate 132 is composed of a suitably thick plate having a corner portion 132a that forms a right angle, and the shape other than the corner portion 132a is appropriately formed so that the appearance is beautiful. And fixation is fixed so that the corner | angular part 132a of the control board 132 may correspond to the corner | angular part of the wall board material 131 except the said edge 131a. The fixing is performed by an appropriate means such as a screw (not shown), and when the screw is used, the head is decorated.

壁板材131がこのような規制板132を有するので、壁板材131を線材21に固定したときには、図29に示したように、規制板132の端面132bが線材21に面接触して相互間の位置関係を規制するので、前記のように板倉材として作用することによる効果に加えて、線材21の建ちを出しやすいという効果が得られる。このため、より強度の高いユニットハウス11を簡単に得られる。   Since the wall plate 131 has such a restriction plate 132, when the wall plate 131 is fixed to the wire 21, the end surface 132b of the restriction plate 132 comes into surface contact with the wire 21 as shown in FIG. Since the positional relationship is regulated, in addition to the effect obtained by acting as a plate material as described above, the effect that the wire 21 is easily built can be obtained. For this reason, the unit house 11 with higher strength can be easily obtained.

前記壁板材のうち、必要か所には扉や窓を取り付けるための開口133,134が形成される。また、前記4枚の屋根板材141は下面に断熱材(図示せず)を有するなど、必要に応じて適宜形成されている。たとえば屋根板材141に透明材からなる天窓を形成すれば、流星観測など自然観察用の移動可能な簡易なユニットハウス11とすることができる。なお、屋根板材141は4枚でなくともよい。   Openings 133 and 134 for attaching doors and windows are formed at necessary places in the wall plate material. Further, the four roof plate members 141 are appropriately formed as necessary, such as having a heat insulating material (not shown) on the lower surface. For example, if a skylight made of a transparent material is formed on the roof plate 141, a simple movable unit house 11 for natural observation such as meteor observation can be obtained. Note that the number of roof plate materials 141 is not limited to four.

図30は、前記接合金物31の他の例の基本構造を示している。すなわち、線材21の端面22を接合可能にする接合面32に、線材21を結合するための結合具を保持する前記貫通孔35に代えて、差込板39が溶接等により形成される。差込板39は、線材21の端部に形成された縦スリット26に差し込まれるもので、縦方向に延びており、下端には受け片39aが形成されている。また、差込板は線材21の結合に必要な切欠部39bと貫通孔39cを有する。   FIG. 30 shows a basic structure of another example of the metal joint 31. That is, the insertion plate 39 is formed by welding or the like in place of the through hole 35 that holds the coupler for joining the wire 21 to the joining surface 32 that enables the end surface 22 of the wire 21 to be joined. The insertion plate 39 is inserted into the vertical slit 26 formed at the end of the wire 21, extends in the vertical direction, and a receiving piece 39 a is formed at the lower end. Further, the insertion plate has a notch 39b and a through hole 39c necessary for coupling the wire 21.

差込板39は、すべての接合面32に形成されるのではなく、使用される箇所に応じて必要な接合面32に形成される。   The insertion plate 39 is not formed on all the bonding surfaces 32 but is formed on the necessary bonding surfaces 32 according to the location to be used.

上記の構成はこの発明を実施するための一形態であって、この発明は上記の構成のみに限定されるものではなく、その他の構成を採用することもできる。 The above configuration is an embodiment for carrying out the present invention , and the present invention is not limited to the above configuration, and other configurations can be adopted.

11…ユニットハウス
21…線材
23…垂直材
24…水平材
42…落とし込み板
131…壁板材
131a…縁
132…規制板
132a…角部
131b…端面
11 ... Unit house 21 ... Wire 23 ... Vertical 24 ... Horizontal
42 ... Dropping board
131 ... Wall board material
131a ... Rim
132 ... Regulatory plate
132a ... Corner
131b ... end face

Claims (9)

線材が接合されてなる木造軸組構造であって、
前記線材の端面を接合し得る複数の接合面を有して線材間に介在し、複数本の線材をその長さ方向の端面同士を非接触にして突き合わせるように一体化する接合金物で前記線材が接合される
木造軸組構造。
A wooden frame structure in which wires are joined,
It has a plurality of joint surfaces that can join the end faces of the wire rods, and is interposed between the wire rods, and is a joint metal that integrates the plurality of wire rods so that the end surfaces in the length direction are not in contact with each other. A wooden frame structure where wires are joined.
前記接合金物が、上下両面と側面に前記接合面を有するものである
請求項1に記載の木造軸組構造。
The wooden frame structure according to claim 1, wherein the bonding hardware has the bonding surfaces on both upper and lower surfaces and side surfaces.
前記線材のうち上下方向に延びる垂直材の上端に固定された接合金物の上端の接合面に、吊り下げのための吊りボルトが固定された
請求項1または請求項2に記載の木造軸組構造。
The wooden frame structure according to claim 1 or 2, wherein a suspension bolt for suspension is fixed to a joint surface at an upper end of a metal fitting fixed to an upper end of a vertical member extending in the vertical direction among the wires. .
前記接合金物で接合された線材に面材が固定された
請求項1から請求項3のうちのいずれか一項に記載の木造軸組構造。
The wooden frame structure according to any one of claims 1 to 3, wherein a face material is fixed to the wire material joined by the joint hardware.
前記線材のうち垂直材と水平材を接合するすべての前記接合金物に、立方体形状をなして6個の接合面を有する同一形態の接合金物を用いた
請求項1から請求項4のうちのいずれか一項に記載の木造軸組構造。
Any one of Claim 1 to Claim 4 which used the joining metal object of the same form which makes a cube shape and has six joining surfaces for all the said joining metal objects which join a vertical material and a horizontal material among the said wire. The wooden frame structure according to claim 1.
前記線材で形成される開口部に、外側の空間との間を仕切るための壁部材が嵌め込まれた
請求項1から請求項5のうちのいずれか一項に記載の木造軸組構造。
The wooden frame structure according to any one of claims 1 to 5, wherein a wall member for partitioning with an outside space is fitted in an opening formed by the wire.
前記壁部材が、意匠、構造又は開口位置が様式化されたものである
請求項6に記載の木造軸組構造。
The wooden frame structure according to claim 6, wherein the wall member is stylized in design, structure, or opening position.
前記壁部材が、前記開口部の内側に嵌め込まれる枠材と、該枠材の厚さ方向の中間位置に外周縁が食い込んだ状態で前記枠材内に嵌め込まれる板材を有するパネル材である
請求項6または請求項7に記載の木造軸組構造。
The wall member is a panel member having a frame member that is fitted inside the opening, and a plate member that is fitted into the frame member in a state in which an outer peripheral edge bites into an intermediate position in the thickness direction of the frame member. Item 8. A wooden frame structure according to item 6 or claim 7.
線材の端面を接合し得る複数の接合面を有して線材間に介在し、複数本の線材をその長さ方向の端面同士を非接触にして突き合わせるように一体化する接合金物で前記線材が接合されるとともに、
前記線材に面材が固定されてパネル化された
木造軸組構造に用いられる軸組パネル。
The wire rod is a joint metal that has a plurality of bonding surfaces capable of bonding the end surfaces of the wire rods, is interposed between the wire rods, and integrates the plurality of wire rods so that the end surfaces in the length direction are not in contact with each other. Is joined,
A frame panel used in a wooden frame structure in which a face material is fixed to the wire rod to form a panel.
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