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JP2006016802A - Construction base sheet fixed metal fitting and construction base sheet fixed structure - Google Patents

Construction base sheet fixed metal fitting and construction base sheet fixed structure Download PDF

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JP2006016802A
JP2006016802A JP2004194010A JP2004194010A JP2006016802A JP 2006016802 A JP2006016802 A JP 2006016802A JP 2004194010 A JP2004194010 A JP 2004194010A JP 2004194010 A JP2004194010 A JP 2004194010A JP 2006016802 A JP2006016802 A JP 2006016802A
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base
fixing
base material
building
fixed
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Tadashi Kawamura
忠史 川村
Koichi Sotozono
耕一 外園
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Noda Corp
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Noda Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide construction base sheet fixed fittings and a construction base sheet fixed structure capable of more effectively preventing the occurrence of a crack in mortar painted on a joint section by butting base sheets against each other in the finish of an external wall making use of a construction base sheet. <P>SOLUTION: The construction base sheet fixed metal fitting 10 is constituted by having a base section 11, an erected section 12 rising from the base section at a predetermined angle and a fixed section 13 extended at a predetermined angle toward at least one side from the upper end of the erected section and can be bent and, at the same time, folding and forming a sharp interlocking claw 14 toward the base section from the front end, and it is used so that the construction ground material is fitly inserted in a space surrounded by the base section, the erected section and fixed section to fix by the interlocking claw of the front end of the fixed section. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、建築用下地材の施工に用いる固定金具および該固定金具を用いた建築用下地材固定構造に関する。   The present invention relates to a fixing bracket used for construction of a building base material and a building base material fixing structure using the fixing bracket.

従来より、建築物の外壁仕上げの一方法としてモルタル仕上げが一般的に行われているが、その一連の作業の施工性を向上させるものとして、建築用下地材を用いた施工がある。建築用下地材は、たとえば、木質系などの基材表面に無機結合材・アスファルトなどを主成分とした混合物層を形成したものであり、これを柱・間柱・胴縁などの下地構造材上に直接または通気受材を介して張り付け、建築用下地材同士の突き合わせ目地部にコーキング材を充填し、該目地部のコーキング材を跨ぐようにネット状の目地被覆材を張って釘やステープルなどの固着具により建築用下地材および目地被覆材を下地構造材に対して固着した後、その上に直接モルタルを塗着して外装仕上げを行うことが知られている。   Conventionally, mortar finishing is generally performed as a method for finishing an outer wall of a building, but there is construction using an architectural base material as one that improves the workability of a series of operations. For example, a building base material is a surface of a base material such as a wood-based material with a mixture layer mainly composed of inorganic binder and asphalt. Directly or via an air-receiving material, the caulking material is filled in the joint joint between the building base materials, and a net-shaped joint covering material is stretched across the joint caulking material, such as nails and staples It is known that after the building base material and joint covering material are fixed to the base structure material with the above-mentioned fixing tool, mortar is directly applied thereon to perform exterior finishing.

目地被覆材としては、ガラス繊維・カーボン繊維・ポリプロピレン繊維などの無機質または有機質繊維、鉄・鋼・銅・アルミニウムなどの金属繊維、寒冷紗繊維などを用いて織られたものや、ラス網・メタルラスなどの綿状ネットが用いられている。目地被覆材は一般的には建築用下地材とは別体であるが、下記特許文献1では、目地被覆材が建築用下地材の木口片から張り出すように一体に設けられたものを用いている
実開昭63−101632号公報
Joint covering materials include inorganic or organic fibers such as glass fibers, carbon fibers, and polypropylene fibers, metal fibers such as iron, steel, copper, and aluminum, cold woven fibers, lath nets, metal laths, etc. The cotton-like net is used. In general, the joint covering material is separate from the architectural base material. However, in Patent Document 1 below, the joint covering material is provided so that the joint covering material protrudes from the piece of the architectural base material. ing
Japanese Utility Model Publication No. 63-101632

従来技術では、建築用下地材を用いた外壁仕上げにおいて、建築用下地材同士の突き合わせ目地部にネット状目地被覆材を張ることにより、建築用下地材の吸湿および乾燥に伴う膨張収縮によっても、その上に塗着されたモルタルに亀裂が発生しないようにしているが、建築用下地材と下地構造材とは釘やステープルなどの固着具で固定されているだけであるため、躯体の変形や動き、地震や地盤の振動などに起因する建築用下地材の動きを固定具だけで押さえ込むことができず、亀裂の発生を完全に防止できるものではなかった。   In the prior art, in exterior wall finishing using a building base material, by applying a net-like joint covering material to the joint joint portion between the building base materials, the expansion and contraction accompanying the moisture absorption and drying of the building base material, Although the mortar coated on it is prevented from cracking, the building base material and the base structure material are only fixed with fixing tools such as nails and staples. The movement of the building base material due to movement, earthquakes, ground vibrations, etc. could not be suppressed with the fixture alone, and cracks could not be completely prevented.

上記特許文献1は、目地被覆材を建築用下地材に一体化させたものを用いるので、施工手間が簡易化されるという利点をもたらすことができるが、亀裂発生の防止に対する解決手段となるものではない。   Since the above-mentioned Patent Document 1 uses a material in which the joint covering material is integrated with the building base material, it can bring about the advantage that the construction labor is simplified, but it is a solution to the prevention of cracking. is not.

したがって、本発明は、上述の従来技術における問題点を解消し、建築用下地材を用いた外壁仕上げにおいて建築用下地材同士の突き合わせ目地部上に塗工されるモルタルの亀裂発生をより効果的に防止することを目的とする。   Therefore, the present invention solves the above-described problems in the prior art, and more effectively generates cracks in the mortar coated on the joint joint between the building base materials in the exterior wall finishing using the building base material. The purpose is to prevent.

この目的を達成するため、請求項1にかかる本発明は、建築用下地材同士を突き合わせ状態に固定するために目地部に使用される建築用下地材固定金具であって、基盤部と、基盤部から所定角度で立ち上がる立設部と、立設部の上端から少なくとも一方の側に向けて所定角度で延出し且つ折曲可能であるとともにその先端から鋭利な係止爪が基盤部に向けて折曲形成された固定部とを有して成り、基盤部、立設部および固定部で囲まれる空間内に嵌挿した建築用下地材を固定部先端の係止爪で固定可能であることを特徴としている。   In order to achieve this object, the present invention according to claim 1 is a base material fixing bracket for a building used for a joint part to fix the building base materials in a butted state. A standing part that rises at a predetermined angle from the part, and can extend and bend at a predetermined angle from the upper end of the standing part toward at least one side, and a sharp locking claw from its tip toward the base part It is possible to fix the building base material inserted into the space surrounded by the base part, the standing part and the fixing part with the locking claw at the tip of the fixing part. It is characterized by.

本発明の建築用下地材固定金具は、アルミニウム・ステンレス・鋼板などの金属板から形成される。厚さは任意であり、一般に0.3〜2.5mm程度であるが、アルミニウム板であれば1.0〜2.0mm、ステンレス板であれば0.5〜1.0mm、鋼板であれば0.35〜1.0mm程度の厚さとすると、金槌などを用いた手打ちまたはエアタッカーなどを用いた機械打ちにより固定具を打ち込んで貫通させることができるので、あらかじめ固定金具に固定具挿通用の穴を形成しておく必要がなくなる。また、釘などの固定具として十分に長いものを用いることにより、固定金具を建築用下地材越しに下地構造材(柱、間柱、通気受材など)に固定することができ、下地構造材に対する建築用下地材の固定と建築用下地材に対する固定金具の固定とを同時に行っても良い。   The architectural base material fixing bracket of the present invention is formed from a metal plate such as aluminum, stainless steel, or steel plate. The thickness is arbitrary and is generally about 0.3 to 2.5 mm, but 1.0 to 2.0 mm for an aluminum plate, 0.5 to 1.0 mm for a stainless steel plate, and a steel plate. When the thickness is about 0.35 to 1.0 mm, the fixture can be driven through by hand punching using a hammer or mechanical punching using an air tucker or the like. There is no need to form holes. In addition, by using a sufficiently long fixture such as a nail, the fixing bracket can be fixed to the base structure material (columns, studs, ventilation receptacles, etc.) over the base material for construction. The fixing of the building base material and the fixing bracket to the building base material may be performed simultaneously.

固定金具の長さはたとえば30〜3500mmの範囲内で任意に決定される。長い固定金具を間隔をあけずに配置して建築用下地材を連続して固定しても良いし、短い固定金具を必要な部分のみに間隔をおいて配置して建築用下地材を断続的に固定しても良い。   The length of the fixture is arbitrarily determined within a range of 30 to 3500 mm, for example. It is possible to place long fixing brackets without any gaps and fix building base materials continuously, or short fixing brackets to be spaced only at necessary parts and intermittent building base materials. It may be fixed to.

固定金具は、基盤部と立設部と係止爪付きの固定部とを有して一体に構成されるが、これらを有して一体成形されるものの他、たとえば、L字形の上端から係止爪付きの固定部が任意方向に斜行延出する一体成形品を一対用い、これらを背中合わせに溶接・接着その他の任意手段で接合して一体化しても良い。   The fixing bracket includes a base portion, an upright portion, and a fixing portion with a locking claw, and is integrally formed. A pair of integrally formed products in which the fixing portions with pawls extend obliquely in an arbitrary direction may be integrated by joining them back to back by welding / bonding or other arbitrary means.

基盤部は、取付状態において、建築用下地材と下地構造材との間に挟持された状態でこれらに接する。基盤部には、釘などの固定具を挿通するための固定具穴を任意箇所に任意間隔で貫通形成しておくことができる。基盤部の幅は任意であるが、固定具穴を形成する場合はそのために十分な幅を有することが必要である。固定部の幅(延出長さ)よりも基盤部の幅の方が小さくても良い。基盤部は一般にその全体が平板上に形成されるが、出隅部や入隅部に用いられる場合には直交する2つの基板面を有するL字形に形成される。   A base part contacts these in the state clamped between the base material for construction and the base structure material in the attachment state. A fixing hole for inserting a fixing tool such as a nail can be formed through the base portion at an arbitrary interval and at an arbitrary interval. Although the width | variety of a base | substrate part is arbitrary, when forming a fixture hole, it is necessary to have sufficient width for it. The width of the base portion may be smaller than the width (extending length) of the fixed portion. The base part is generally formed on a flat plate as a whole, but is formed in an L shape having two substrate surfaces orthogonal to each other when it is used in a protruding corner part or an entering corner part.

立設部は基盤部から所定角度で立ち上がり、取付状態において、建築用下地材の突き合わせ面(木口面)に接するか、木口面に近接した位置にて略接する。立設部の長さ(高さ)は、この固定金具で固定しようとする建築用下地材の厚さに対応し、たとえば厚さが7.5mm、9mmおよび12mmのように異なる3種類の建築用下地材に対する固定用に用いるのであれば、各厚さに対応した長さの立設部を有する3種類の固定金具を用意しておく。立設部は一般に基盤部の幅方向略中央または一側縁から略垂直に立ち上がって垂直面を与えるものとして形成されるが、出隅部や入隅部に用いられる場合にはその施工形態に応じた任意の角度で立ち上がるように形成される。立設部は基盤部の長手方向に沿って連続して形成されることが好ましいが、間隔をおいて断続的に形成されたものであっても良い。   The standing portion rises at a predetermined angle from the base portion, and in the mounted state, comes into contact with the butting surface (the end surface) of the building base material or substantially contacts the position close to the end surface. The length (height) of the standing portion corresponds to the thickness of the building base material to be fixed with the fixing bracket, and for example, three types of buildings having different thicknesses such as 7.5 mm, 9 mm, and 12 mm. If it is used for fixing to a base material for use, three types of fixing brackets having standing portions having a length corresponding to each thickness are prepared. The standing part is generally formed so as to rise substantially vertically from the center in the width direction of the base part or from one side edge to give a vertical surface. It is formed so as to stand up at an arbitrary angle in response. The standing portion is preferably formed continuously along the longitudinal direction of the base portion, but may be formed intermittently at intervals.

立設部の中央、または立設部と基盤部との角部に、固定金具の長手方向全長に亘ってコーキング材、バックアップ材などの防水部材を設けることができる。このように防水部材を設けておくことにより、建築用下地材を固定金具に嵌挿したときに防水部材が適宜変形して固定金具と建築用下地材の木口面および/または裏面との間に隙間なく充填されることになり、万一固定金具と建築用下地材との間に水が侵入しても、建築用下地材の裏面側に位置する下地構造材への水の侵入が防止され、下地構造材を腐朽させることがない。   A waterproof member such as a caulking material or a backup material can be provided at the center of the standing portion or at the corner portion between the standing portion and the base portion over the entire length in the longitudinal direction of the fixing bracket. By providing the waterproof member in this manner, the waterproof member is appropriately deformed when the architectural base material is inserted into the fixing bracket, so that the fixing bracket and the bottom and / or the back surface of the architectural base material are interposed. It will be filled without gaps, and even if water enters between the fixing bracket and the building base material, water can be prevented from entering the base structure material located on the back side of the building base material. , Do not rot the underlying structural material.

立設部は基盤部の略中央から立ち上がるように形成されることが好ましく、これにより一つの固定金具の立設部の両側に二つの建築用下地材を付き合わせ状態で固定することができるが、基盤部の一側縁から略垂直に立ち上がるように立設部を設けることも本発明の範囲内である。このような形状の固定金具は、立設部を壁面の端部に位置させ、その片側に建築用下地材の木口面を当接するようにして用いることができる。   It is preferable that the standing part is formed so as to rise from the substantially center of the base part, and thereby two building base materials can be fixed in a state of being attached to both sides of the standing part of one fixing bracket. It is also within the scope of the present invention to provide a standing portion so as to rise substantially vertically from one side edge of the base portion. The fixing bracket having such a shape can be used such that the standing portion is positioned at the end portion of the wall surface and the end face of the building base material is brought into contact with one side thereof.

固定部は立設部の上端から少なくとも一方の側に向けて所定角度で延出しており且つ折曲可能であって、取付状態においては立設部に対して略垂直に折り曲げられた状態となって建築用下地材の表面に接する。固定部の斜行角度は立設部に対して約100度またはそれ以上とされる。固定部の斜行角度が100度未満であると、基盤部と立設部と固定部とで囲まれた空間内に建築用下地材の木口部を嵌挿しようとするときに、該木口部の表面側に係止爪が接触して、嵌挿作業が不可能または困難になる。   The fixed part extends at a predetermined angle from the upper end of the standing part toward at least one side and can be bent, and in a mounted state, the fixing part is bent substantially perpendicular to the standing part. Touch the surface of the building base material. The skew angle of the fixed part is about 100 degrees or more with respect to the standing part. When the skew angle of the fixed portion is less than 100 degrees, the end portion of the building base material is inserted into the space surrounded by the base portion, the standing portion, and the fixed portion. The locking claw comes into contact with the surface side of the sheet, making it impossible or difficult to insert.

固定部の先端から折曲形成された係止爪は3〜8mm程度の突出長さを有することが好ましい。係止爪の突出長さが3mmに満たないと、これを建築用下地材の表面に打ち込んでも固定作用が不十分となり、逆に8mmを超える突出長さとなると、建築用下地材に対する固定作用は十分に発揮されるものの、係止爪の打ち込みが困難となって施工性が悪化する。   It is preferable that the locking claw bent from the front end of the fixing portion has a protruding length of about 3 to 8 mm. If the protruding length of the locking claw is less than 3 mm, the fixing action is insufficient even if it is driven into the surface of the building base material. Conversely, if the protruding length exceeds 8 mm, the fixing action on the building base material is Although it is fully demonstrated, it becomes difficult to drive the locking claw and the workability deteriorates.

固定部は固定金具の長手方向に沿って連続して形成されていても良いが、係止爪を建築用下地材の表面に打ち込む際の作業性などを考慮すると、各斜行方向について所定間隔をおいて断続的に設けられることが好ましい。   The fixing portion may be formed continuously along the longitudinal direction of the fixing bracket. However, in consideration of workability when the locking claw is driven into the surface of the building base material, a predetermined interval is provided in each oblique direction. It is preferable to be provided intermittently.

二つの建築用下地材の突き合わせ端部に使用してこれら二つの建築用下地材を固定するために用いられる固定金具の場合、固定部は立設部の先端から左右両方向に向けて形成される。この場合、一方に斜行する固定部と他方に斜行する固定部とが互い違いに形成されても良く、あるいは、立設部先端の同じ箇所から左右両方向に斜行する一対の固定部が形成されても良い。   In the case of a fixture that is used to abut the end of two building base materials and fix these two building base materials, the fixing portion is formed in the left and right direction from the tip of the standing portion. . In this case, the fixed portion that is skewed to one side and the fixed portion that is skewed to the other may be formed alternately, or a pair of fixed portions that are skewed in the left and right directions from the same position at the tip of the standing portion is formed. May be.

建築用下地材の四周縁には100〜150mmピッチで釘などの固定具が打ち込まれるので、固定具の打ち込み位置に固定部が存在しないように、固定部の設置パターンを決定することが好ましい。もっとも、前述のように固定金具の材質および厚さを適宜選択することによって手打ちまたは機械打ちで固定具を容易に固定部および基盤部に貫通させることができる場合は、固定具の打ち込み位置にかかわらず固定部を任意に設けることができる。   Since fixtures such as nails are driven into the four peripheral edges of the building base material at a pitch of 100 to 150 mm, it is preferable to determine the installation pattern of the fixed portions so that there is no fixed portion at the driving position of the fixture. Of course, if the fixture can be easily penetrated through the fixed portion and the base portion by hand or mechanical punching by appropriately selecting the material and thickness of the fixture as described above, it depends on the driving position of the fixture. The fixing portion can be arbitrarily provided.

請求項2にかかる本発明は、基盤部と、基盤部から所定角度で立ち上がる立設部と、立設部の上端から少なくとも一方の側に向けて所定角度で延出し且つ折曲可能であるとともにその先端から鋭利な係止爪が基盤部に向けて折曲形成された固定部とを有して成る固定金具を用い、この固定金具の基盤部、立設部および固定部で囲まれる空間内に建築用下地材が嵌挿され且つその表面に固定部先端の係止爪が係入して建築用下地材が固定され、建築用下地材が下地構造材に固定されて成ることを特徴とする建築用下地材固定構造である。   The present invention according to claim 2 is capable of extending and bending at a predetermined angle from the base part, the standing part rising from the base part at a predetermined angle, and at least one side from the upper end of the vertical part. In a space surrounded by the base part, the standing part and the fixing part of the fixing metal part, using a fixing metal part having a fixing part in which a sharp locking claw is bent toward the base part from the tip. The construction base material is inserted into the surface, and a locking claw at the tip of the fixing portion is engaged with the surface of the construction base material to fix the construction base material, and the construction base material is fixed to the base structure material. It is a base material fixing structure for building.

また、請求項3にかかる本発明は、請求項2記載の建築用下地材固定構造において、建築用下地材の表面から固定金具の基盤部および/または固定部を貫通して下地構造材に打ち込まれる固定具により、固定金具が建築用下地材に固定されると同時に建築用下地材が下地構造材に固定されることを特徴としている。   According to a third aspect of the present invention, in the architectural base material fixing structure according to the second aspect, the base material and / or the fixing part of the fixing metal are penetrated from the surface of the architectural base material into the base structural material. By the fixing tool, the fixing bracket is fixed to the building base material, and at the same time, the building base material is fixed to the base structure material.

本発明による建築用下地材固定構造は、建築用下地材固定金具を用いて建築用下地材を突き合わせ状態にして下地構造材に固定することにより得られるものであり、建築用下地材固定金具としては、前述したように、略平板状の基盤部と、基盤部から略垂直に立ち上がる立設部と、立設部の上端から少なくとも一方の側に向けて所定角度で延出して且つ折曲可能であるとともにその先端から鋭利な係止爪が下方に折曲形成された固定部とを有して成るものが用いられる。この形状および構成は前述の通りである。   The building base material fixing structure according to the present invention is obtained by fixing the building base material to the base structure material in a butted state using the building base material fixing bracket, as a building base material fixing bracket. As described above, the substantially flat plate-like base part, the standing part rising substantially vertically from the base part, and extending at a predetermined angle from the upper end of the standing part toward at least one side can be bent. In addition, there is used one having a fixing portion in which a sharp locking claw is bent downward from its tip. This shape and configuration are as described above.

本発明の建築用下地材固定金具を用いることにより、建築用下地材を下地構造材に強固に固定することができ、しかも隣接する建築用下地材間の動きを拘束することができるので、釘などの固定具による固定と相まって建築用下地材の動きを封ずることができ、これに起因してモルタル表面に亀裂が発生することを防止することができる。   By using the building base material fixing bracket of the present invention, the building base material can be firmly fixed to the base structure material, and the movement between adjacent building base materials can be restricted, so that the nail The movement of the building base material can be sealed together with the fixing by the fixing tool such as the above, and it is possible to prevent the mortar surface from being cracked due to this.

また、建築用下地材を下地構造材に固定する際に、固定金具の固定部先端の係止爪を建築用下地材表面に打ち込んで仮固定することができるので、その後に行われる固定具による建築用下地材の固定作業が容易となり、施工性が向上する。   In addition, when fixing the building base material to the base structure material, the locking claw at the tip of the fixing portion of the fixing bracket can be temporarily fixed by driving into the surface of the building base material. The fixing work of the building base material becomes easy and the workability is improved.

本発明の一実施形態による建築用下地材固定金具10が図1に示されている。この固定金具10は、略平板状の基盤部11と、基盤部11の略中央から略垂直に立ち上がって長手方向全長に亘って連続する立設部12と、立設部12の上端から互い違いに反対方向に所定角度で傾斜状に延出する固定部13とを有して構成され、各固定部13の先端には鋭利な係止爪14が基盤部11に向けて折曲形成されている。基盤部11の幅方向両端縁には所定間隔で複数の固定具穴15が穿設されている。この実施形態では、反対方向に斜行する固定部13,13同士が隣接しており、一方向に斜行する固定部13として見れば、他方向に斜行する固定部13の幅寸法に等しい所定間隔をおいて断続的に設けられている。   An architectural base material fixture 10 according to one embodiment of the present invention is shown in FIG. The fixing bracket 10 includes a substantially flat base portion 11, a standing portion 12 that rises substantially vertically from a substantially center of the base portion 11 and continues over the entire length in the longitudinal direction, and alternately from the upper end of the standing portion 12. And fixing portions 13 extending in an inclined manner at a predetermined angle in the opposite direction, and sharp locking claws 14 are bent toward the base portion 11 at the tips of the respective fixing portions 13. . A plurality of fixture holes 15 are formed at predetermined intervals on both edges in the width direction of the base portion 11. In this embodiment, the fixing portions 13 that are inclined in the opposite direction are adjacent to each other, and when viewed as the fixing portion 13 that is inclined in one direction, it is equal to the width dimension of the fixing portion 13 that is inclined in the other direction. They are provided intermittently at predetermined intervals.

この固定金具10は、基盤部11と立設部12と係止爪14付きの固定部13とが一体に構成して成るものであるが、当初から一体成形物として製造されるもののほか、図4に示すように、基盤部111,112と、その一側縁から略垂直に立ち上がる立設部121,122と、その上端から斜行延出する固定部131,132と、その先端から下方に折曲形成された鋭利な係止爪141,142とを備えた同一形状・構成の部材101,102をそれぞれ一体成形して、これらを立設部121,122で背中合わせに接着・溶接などで接合一体化することにより固定金具10としても良い。この場合、接合一体化する前の各部材101,102は後述する壁端部用の固定金具10c(図10)として使用することができるので、製造効率およびコストの面で有利である。   The fixing bracket 10 is formed by integrally forming a base portion 11, a standing portion 12, and a fixing portion 13 with a locking claw 14, but is manufactured as an integrally molded product from the beginning. 4, the base portions 111 and 112, the standing portions 121 and 122 that rise substantially vertically from one side edge thereof, the fixing portions 131 and 132 that obliquely extend from the upper end thereof, and the downward direction from the tip end thereof. The members 101 and 102 having the same shape and configuration with the sharply formed locking claws 141 and 142 are integrally formed, and these are joined back to back at the standing portions 121 and 122 by bonding or welding. It is good also as the fixing metal fitting 10 by integrating. In this case, each member 101, 102 before being joined and integrated can be used as a wall end fixing bracket 10c (FIG. 10) described later, which is advantageous in terms of manufacturing efficiency and cost.

図5に示すように、固定金具10にコーキング材・バックアップ材などの防水部材16を設けておくことができる。防水部材16の配置箇所は任意であり、たとえば立設部12の中央(図5(a))や立設部と基盤部との角部(図5(b))に、固定金具10の長手方向全長に亘って設けることができる。このように防水部材を設けておくと、建築用下地材1,1を固定金具10に嵌挿したときに防水部材16が適宜変形して固定金具10と建築用下地材1,1の木口面および/または裏面との間に隙間なく充填されることになり、壁面を仕上げた後に万一固定金具10と建築用下地材1,1との間に水が侵入しても、建築用下地材の裏面側に位置する下地構造材5への水の侵入が防止され、下地構造材5の腐朽を防止することができる。防水部材16の形状は任意であり、図5に示すような断面円形の丸棒に限定されるものではない。   As shown in FIG. 5, a waterproof member 16 such as a caulking material or a backup material can be provided on the fixture 10. The location of the waterproof member 16 is arbitrary. For example, at the center of the upright portion 12 (FIG. 5A) or at the corner portion of the upright portion and the base portion (FIG. 5B), the length of the fixing bracket 10 is increased. It can be provided over the entire length in the direction. When the waterproof member is provided in this manner, the waterproof member 16 is appropriately deformed when the architectural base material 1, 1 is inserted into the fixing bracket 10, so that the fixing bracket 10 and the base of the architectural base material 1, 1 are provided. Even if water enters between the fixing bracket 10 and the building base materials 1 and 1 after finishing the wall surface, the base material for building is filled with no gap between the back surface and / or the back surface. Water can be prevented from entering the base structure material 5 located on the back side of the base material, and the base structure material 5 can be prevented from decaying. The shape of the waterproof member 16 is arbitrary, and is not limited to a round bar having a circular cross section as shown in FIG.

本発明の別の実施形態による建築用下地材固定金具10aが図2に示されている。この固定金具10aは、略平板状の基盤部11aと、基盤部11aの略中央から略垂直に立ち上がって長手方向全長に亘って連続する立設部12aと、立設部12aの上端から互い違いに反対方向に所定角度で傾斜状に延出する固定部13aとを有して構成され、各固定部13aの先端には鋭利な係止爪14aが基盤部11aに向けて折曲形成されている。基盤部11aの幅方向両端縁には所定間隔で複数の固定具穴15aが穿設されている。この実施形態では、反対方向に斜行する一対の固定部13a,13a同士が隣接しており、このような一対の固定部が所定間隔をおいて設けられている。   An architectural base material fixture 10a according to another embodiment of the present invention is shown in FIG. The fixing bracket 10a includes a substantially flat base portion 11a, a standing portion 12a that rises substantially vertically from a substantially center of the base portion 11a and continues over the entire length in the longitudinal direction, and alternately from the upper end of the standing portion 12a. Fixed portions 13a extending in a slanting manner at a predetermined angle in the opposite direction, and sharp locking claws 14a are bent toward the base portion 11a at the tips of the respective fixed portions 13a. . A plurality of fixture holes 15a are formed at predetermined intervals on both edges in the width direction of the base portion 11a. In this embodiment, a pair of fixing portions 13a and 13a that are inclined in opposite directions are adjacent to each other, and such a pair of fixing portions is provided at a predetermined interval.

本発明のさらに別の実施形態による建築用下地材固定金具10bが図3に示されている。この固定金具10bは、略平板状の基盤部11bと、基盤部11bの幅方向一側縁から略垂直に立ち上がって長手方向全長に亘って連続する立設部12bと、立設部12bの上端から左右両方向に所定角度で傾斜状に延出する固定部13bとを有して構成され、各固定部13bの先端には鋭利な係止爪14bが基盤部11bに向けて折曲形成されている。基盤部11bの幅方向両端縁には所定間隔で複数の固定具穴15bが穿設されている。この実施形態では、立設部12bの上端の同一箇所から一対の固定部13b,13bが反対方向に斜行しており、このような一対の固定部が所定間隔をおいて設けられている。図示されてはいないが、基盤部11bと立設部12bの境界から部分的に切り込みを入れ、該切り込み部を基盤部11bとは反対側に折り曲げて安定性を高めた形状としても良い。   An architectural base material fixture 10b according to still another embodiment of the present invention is shown in FIG. The fixing bracket 10b includes a substantially flat base portion 11b, a standing portion 12b that rises substantially vertically from one side edge in the width direction of the base portion 11b and continues over the entire length in the longitudinal direction, and an upper end of the standing portion 12b. And a fixed portion 13b extending at a predetermined angle in both left and right directions, and a sharp locking claw 14b is bent at the tip of each fixed portion 13b toward the base portion 11b. Yes. A plurality of fixture holes 15b are formed at predetermined intervals on both edges in the width direction of the base portion 11b. In this embodiment, the pair of fixing portions 13b and 13b are inclined in the opposite direction from the same location at the upper end of the standing portion 12b, and such a pair of fixing portions are provided at a predetermined interval. Although not shown in the drawing, a shape may be formed in which a cut is partially made from the boundary between the base portion 11b and the standing portion 12b, and the cut portion is bent to the side opposite to the base portion 11b to improve stability.

これら固定金具10a,10bにおいても、当初から一体成形物として製造することができるほか、図4を参照して前述したように、同一形状・構成の2部材をそれぞれ一体成形して、これらを背中合わせに接着・溶接などで接合一体化することにより固定金具10a,10bとしても良い。また、これら固定金具10a,10bにおいても、図5を参照して前述したように、任意形状の防水部材16を設けて防水性を高めることができる。   These fixing brackets 10a and 10b can be manufactured as an integrally molded product from the beginning, and, as described above with reference to FIG. 4, two members having the same shape and configuration are integrally molded, and these are back to back. It is good also as fixing metal fittings 10a and 10b by joining and integrating by adhesion | attachment and welding. Moreover, also in these fixing metal fittings 10a and 10b, as described above with reference to FIG. 5, a waterproof member 16 having an arbitrary shape can be provided to improve waterproofness.

これらの実施形態による固定金具10,10a,10bは建築用下地材同士の突き合わせ端部、すなわち目地部に使用され、基盤部11,11a,11bと立設部12,12a,12bと一方向に斜行する複数の固定部13,13a,13bとに囲まれた空間内に一の建築用下地材の木口部を嵌挿し且つ該一の建築用下地材の表面に係止爪14,14a,14bを打ち込んで該一の建築用下地材を仮固定し、同様に、基盤部11,11a,11bと立設部12,12a,12bと他方向に斜行する複数の固定部13,13a,13bとに囲まれた空間内に該一の建築用下地材と突き合わせて施工すべき他の建築用下地材の木口部を嵌挿し且つ該他の建築用下地材の表面に係止爪14,14a,14bを打ち込んで該他の建築用下地材を仮固定し、基盤11,11a,11bの各固定具穴15,15a,15bに釘などの固定具を打ち込んでこれら建築用下地材を下地構造材に固定する。   The fixing brackets 10, 10a, 10b according to these embodiments are used for the abutting end portions of the building base materials, that is, the joint portions, and in one direction with the base portions 11, 11a, 11b and the standing portions 12, 12a, 12b. A lip portion of one building base material is inserted into a space surrounded by a plurality of oblique fixing portions 13, 13a, 13b, and locking claws 14, 14a, 14b is driven to temporarily fix the one building base material, and similarly, the base portions 11, 11a, 11b and the standing portions 12, 12a, 12b and a plurality of fixing portions 13, 13a, which are inclined in the other direction. 13b is inserted into the end of the other building base material to be constructed in abutment with the one building base material in the space surrounded by 13b, and the locking claws 14 are placed on the surface of the other building base material. 14a and 14b are driven in and the other building base material is temporarily fixed. , Fixed base 11, 11a, each fastener holes 15,15a of 11b, by implanting a fixture such as a nail these building base material underlying structural material 15b.

このようにして得られる建築用下地材固定構造の一例が図8に示され、さらにこの建築用下地材固定構造にコーキング材充填およびモルタル塗工を行うことにより得られる外装壁面構造が図9に示されている。なお、図8の建築用下地材固定構造においては図2の固定金具10aが用いられているが、図1の固定金具10や図3の固定金具10bを用いても同様の建築用下地材固定構造が得られる。   An example of the building base material fixing structure thus obtained is shown in FIG. 8, and the exterior wall surface structure obtained by performing caulking material filling and mortar coating on this building base material fixing structure is shown in FIG. It is shown. In addition, although the fixing bracket 10a of FIG. 2 is used in the building base material fixing structure of FIG. 8, even if the fixing bracket 10 of FIG. 1 or the fixing bracket 10b of FIG. A structure is obtained.

図8および図9において符号1は建築用下地材であり、その上にモルタルM(しっくい・吹き付け塗剤などの左官用塗材を総称するものとする)を直接塗着可能なものであればその具体的構成を問わないが、一例として、合板・繊維板などの木質系、石綿スレート・硅酸カルシウムなどの無機質系の板状基材2の表面に、合成樹脂エマルジョン・アスファルト・アスファルトエマルジョン・ゴムラテックスなどを塗布して防水層3を形成した後、セメント・石灰などの無機結合材と、砂・硅砂・炭カル・ヒル石・パーライト・合成樹脂粒・合成樹脂発泡粒などの骨材と、合成樹脂エマルジョン・ゴムラテックス・アスファルトエマルジョンとの混合物を塗布して凹凸層4を形成した構成のものを挙げることができる。建築用下地材1,1の突き合わせ端部の表面側に面取りを施し、該面取り部を含めた全表面領域に上記防水層3および/または凹凸層4を形成してもよい。   In FIG. 8 and FIG. 9, reference numeral 1 is a building base material, and mortar M (generally referring to plastering coating materials such as plaster and spray coating) can be directly applied thereon. The specific configuration is not limited, but as an example, on the surface of a woody base material such as plywood or fiberboard, or an inorganic base material 2 such as asbestos slate or calcium oxalate, synthetic resin emulsion, asphalt, asphalt emulsion, After forming a waterproof layer 3 by applying rubber latex or the like, an inorganic binder such as cement or lime, and an aggregate such as sand, cinnabar, charcoal, hillstone, pearlite, synthetic resin particles, or synthetic resin foam particles Examples of the structure in which the uneven layer 4 is formed by applying a mixture of a synthetic resin emulsion, a rubber latex, and an asphalt emulsion. The waterproofing layer 3 and / or the uneven layer 4 may be formed on the entire surface area including the chamfered portion by chamfering the surface side of the butted end portion of the building base materials 1 and 1.

建築用下地材1,1は、各々の突き合わせ端部が固定金具10の基盤部11、立設部12および固定部13で囲まれる空間内に嵌挿され且つその表面に固定部13先端の係止爪14が係入して固定(仮固定)された状態で、下地構造材5の上に突き合わせ状態に載置され、さらに、建築用下地材1,1の表面から固定金具10越しに打ち込まれる釘・ビスなどの固定具6により下地構造材5に固定される。固定具6は、固定金具10の基盤部11から建築用下地材1,1を貫通して下地構造材5に打ち込まれるので、固定金具10を建築用下地材に固定すると同時に建築用下地材1,1を下地構造材5に固定している。図9に示すように、柱5a(または間柱・胴縁など)と建築用下地材1,1との間に通気層を確保するために通気受材5bを介在させてもよく、この場合は柱5aと通気受材5bとで下地構造材5を構成している。   The building base materials 1, 1 are fitted into a space surrounded by the base portion 11, the standing portion 12, and the fixing portion 13 of each of the fixed metal fittings 10, and the front end of the fixing portion 13 is engaged with the surface. In the state where the pawl 14 is engaged and fixed (temporarily fixed), it is placed in a butted state on the base structure material 5 and further driven through the fixing bracket 10 from the surface of the building base material 1, 1. The base structure material 5 is fixed by a fixing tool 6 such as a nail or a screw. Since the fixture 6 penetrates the building base materials 1 and 1 from the base portion 11 of the fixture 10 and is driven into the base structure material 5, the fixture 6 is fixed to the building base material and at the same time the building base material 1. , 1 are fixed to the base structure material 5. As shown in FIG. 9, an air receiving member 5 b may be interposed between the pillar 5 a (or the stud, body edge, etc.) and the building base materials 1, 1 in order to secure a ventilation layer. The base structure material 5 is composed of the pillar 5a and the vent receiving material 5b.

このようにして固定された建築用下地材1,1の突き合わせ端部(目地部)にコーキング材7が充填される。コーキング材7は固定金具10の固定部13および固定具6の頭部を完全に隠蔽するに十分な領域に充填され、その表面が建築用下地材1,1の表面とできるだけ面一且つ平滑となるように配慮する。   The caulking material 7 is filled in the butted end portions (joint portions) of the building base materials 1 and 1 thus fixed. The caulking material 7 is filled in an area sufficient to completely hide the fixing portion 13 of the fixing bracket 10 and the head of the fixing tool 6, and the surface thereof is as flush and smooth as possible with the surfaces of the building base materials 1, 1. Consider to be.

コーキング材7の表面を含む建築用下地材1,1の目地部を完全に覆うように目地被覆材8が配され、建築用下地材1,1上において釘やステープルなどの固着具9で固定される。   The joint covering material 8 is arranged so as to completely cover the joint portion of the building base material 1 and 1 including the surface of the caulking material 7, and fixed on the building base material 1 and 1 with fixing tools 9 such as nails and staples. Is done.

目地被覆材8としては、たとえば、ネット状基材シートを用いることができる。モルタルはアルカリ性が強く、シート状基材がアルカリに冒されて脆くなると目地被覆材8が存在していた箇所が空隙となり、モルタルとの密着性が低下して、モルタルに剥離や亀裂が生じてしまうので、このような問題を防止するために、ネット状基材シートは耐アルカリ性を有する材料で形成されることが好ましい。また、建築用下地材の膨張収縮に伴うモルタルの挙動に追従して亀裂の発生を防止するために必要な強度および柔軟性を備えていることが好ましい。これらの要求性能を満たすネット状基材シートとしての好適な材料は、ポリアミド系繊維・アクリル系繊維・ポリエチレン系繊維・ポリプロピレン系繊維・ポリビニルアルコール繊維・綿繊維・耐アルカリガラス繊維・炭素繊維の有機または無機の繊維であり、これらから任意に選ばれる単独または複数種の繊維を織って得たネットをネット状基材シートとして用いることができ、特にアクリル系繊維製ネット・耐アルカリガラス繊維製ネット・綿繊維製ネット・ポリビニルアルコール系繊維製ネットが好適に用いられる。   As the joint covering material 8, for example, a net-like base material sheet can be used. The mortar is highly alkaline, and when the sheet-like base material is affected by alkali and becomes brittle, the portion where the joint covering material 8 was present becomes voids, the adhesiveness with the mortar is reduced, and peeling or cracking occurs in the mortar. Therefore, in order to prevent such a problem, the net-like base material sheet is preferably formed of a material having alkali resistance. Moreover, it is preferable to have the strength and flexibility necessary to prevent the occurrence of cracks following the behavior of the mortar accompanying the expansion and contraction of the building base material. Suitable materials for the net-like base sheet satisfying these required performances are polyamide fibers, acrylic fibers, polyethylene fibers, polypropylene fibers, polyvinyl alcohol fibers, cotton fibers, alkali-resistant glass fibers, and carbon fibers. Or, it is an inorganic fiber, and a net obtained by weaving single or plural kinds of fibers arbitrarily selected from these can be used as a net-like base material sheet, particularly an acrylic fiber net / alkali-resistant glass fiber net A cotton fiber net or a polyvinyl alcohol fiber net is preferably used.

目地被覆材8としてネット状基材シートを用いることにより、その開口(網目)に対する投錨効果によってモルタルの密着性が良好となり、剥離や亀裂を抑制する効果に優れている。モルタルの密着性は該モルタルに含まれる細骨材(砂)や軽量骨材の粒径によって異なるが、ネットの各網目の開口幅寸法を1.0〜7.0mm、中でも3.0〜5.0mmとすることによって一般的に用いられる骨材の粒径範囲に適応して良好なモルタル密着性を与えることができる。   By using a net-like base material sheet as the joint covering material 8, the anchoring effect on the opening (mesh) improves the adhesiveness of the mortar, and is excellent in the effect of suppressing peeling and cracking. The adhesiveness of the mortar varies depending on the particle size of the fine aggregate (sand) or light aggregate contained in the mortar, but the opening width dimension of each mesh of the net is 1.0 to 7.0 mm, particularly 3.0 to 5 By setting the thickness to 0.0 mm, it is possible to give good mortar adhesion in accordance with the particle size range of the aggregate generally used.

以上で固定金具10(10a,10b)を用いた建築用下地固定構造が完成し、この上にモルタルMを直接塗着して外装仕上げする。   Thus, the building foundation fixing structure using the fixing bracket 10 (10a, 10b) is completed, and the mortar M is directly applied thereon to finish the exterior.

固定金具10,10a,10bを用いて建築用下地材を施工する際の作業手順についてより詳細に説明すると、まず一の建築用下地材の一端が壁面の一方の端部に沿うように施工し、次いで、この他端に他の建築用下地材の一端を突き合わせるようにして順次に施工していく。建築用下地材同士を突き合わせ状態で固定する際には、前述したような連接用の固定金具10,10a,10bが用いられるが、壁面の端部においては片側に一の建築用下地材を固定するだけで良いので、図10に示すような壁端部用の固定金具10cを用いる。この固定金具10cは、略平板状の基盤部11cと、基盤部11cの幅方向一側縁から略垂直に立ち上がって長手方向全長に亘って連続する立設部12cと、立設部12cの上端から基盤部11cが存在する方向に所定角度で傾斜状に延出する固定部13cとを有して構成され、各固定部13cの先端には鋭利な係止爪14cが下方に折曲形成されている。基盤部11cの幅方向他側縁に沿って所定間隔で複数の固定具穴15cが穿設されている。この実施形態では、固定部13cが所定間隔をおいて断続的に設けられている。図4を参照して既述したように、この固定金具10cは、連接用の固定金具10,10a,10bを2つの同一部材の背中合わせの接合によって形成する場合の1つの部材に相当している。   The work procedure for constructing a building base material using the fixing brackets 10, 10a, 10b will be described in more detail. First, one end of one building base material is constructed so as to be along one end of the wall surface. Then, construction is sequentially performed so that one end of another building base material is abutted against the other end. When fixing the building base materials in a butted state, the fixing brackets 10, 10a, 10b for connection as described above are used, but one building base material is fixed to one side at the end of the wall surface. Therefore, the wall end fixing bracket 10c as shown in FIG. 10 is used. The fixture 10c includes a substantially flat base portion 11c, a standing portion 12c that rises substantially vertically from one side edge in the width direction of the base portion 11c and continues over the entire length in the longitudinal direction, and an upper end of the standing portion 12c. And a fixing portion 13c extending in a slanting manner at a predetermined angle in the direction in which the base portion 11c exists, and a sharp locking claw 14c is bent downward at the tip of each fixing portion 13c. ing. A plurality of fixture holes 15c are formed at predetermined intervals along the other side edge in the width direction of the base portion 11c. In this embodiment, the fixing portion 13c is provided intermittently at a predetermined interval. As described above with reference to FIG. 4, the fixing bracket 10 c corresponds to one member when the connecting fixing brackets 10, 10 a, 10 b are formed by joining two identical members back to back. .

たとえば、壁面の左方から右方に順に建築用下地材を施工するときは、このような壁端部用の固定金具10cを、張り始めとなる壁面の左端部に立設部12cを沿わせた位置において釘・ステープルなどの固定具を固定具穴15cから打ち付けて下地構造材5にあらかじめ固定しておく。   For example, when constructing the building base material in order from the left side to the right side of the wall surface, such a fixing member 10c for the wall end portion is placed along the standing portion 12c at the left end portion of the wall surface to be stretched. At this position, a fixture such as a nail or staple is struck from the fixture hole 15c and fixed to the base structure material 5 in advance.

これにより、固定金具10cの基盤部11cと立設部12cと固定部13cとで囲まれた空間が建築用下地材を施工すべき方向(右方)を向くので、該空間内に施工すべき建築用下地材の一方の木口部を嵌挿し、位置決めした後、固定部13cの表面が該建築用下地材の表面と面一になるように固定部13cを折り曲げ、その先端の係止爪14cを該建築用下地材の表面に金槌などで打ち込む。   Accordingly, the space surrounded by the base portion 11c, the standing portion 12c, and the fixing portion 13c of the fixing bracket 10c faces the direction (right side) in which the building base material should be applied. After inserting and positioning one end of the building base material, the fixing portion 13c is bent so that the surface of the fixing portion 13c is flush with the surface of the building base material, and the locking claw 14c at the tip of the fixing portion 13c is bent. Is hammered into the surface of the building base material with a hammer or the like.

次に、連接用の固定金具10,10a,10bのいずれかを用い、固定金具10,10aを用いた場合はその基盤部11,11aと立設部12,12aと固定部13,13aとで囲まれた一方の空間に、固定金具10bを用いた場合はその基盤部11bが存在しない側の立設部12bに突き当てるようにして、上記固定した建築用下地材の他方の木口部を嵌挿し、位置決めを行った後、固定部13,13a,13bの表面が該建築用下地材の表面と面一になるように該固定部cを折り曲げ、その先端の係止爪14,14a,14bを該建築用下地材の表面に金槌などで打ち込むことにより、該建築用下地材を仮固定する。   Next, when one of the connecting fixtures 10, 10a, 10b is used and the fixtures 10, 10a are used, the base portions 11, 11a, the standing portions 12, 12a, and the fixing portions 13, 13a When the fixing bracket 10b is used in one of the enclosed spaces, the other end of the fixed building base material is fitted so as to abut against the standing portion 12b on the side where the base portion 11b does not exist. After inserting and positioning, the fixing portion c is bent so that the surfaces of the fixing portions 13, 13a, 13b are flush with the surface of the building base material, and the locking claws 14, 14a, 14b at the tips thereof Is temporarily fixed to the surface of the building base material with a hammer or the like.

この時点では、固定金具10,10aの基盤部11,11aの他方の側、または固定金具10bの基盤部11bは露出した状態にあるので、この露出面に設けられている固定具穴15,15a,15bに釘・ビスなどの固定具を打ち込んで、該固定金具を下地構造材5に固定する。   At this time, since the other side of the base portions 11 and 11a of the fixing brackets 10 and 10a or the base portion 11b of the fixing bracket 10b is exposed, the fixture holes 15 and 15a provided on the exposed surface are provided. , 15b, and a fixing tool such as a nail or a screw is driven into the base structure material 5.

そして、次に施工すべき建築用下地材を、上記固定した固定金具の該他方の側から基盤部11,11a,11bと立設部12,12a,12bと固定部13,13a,13bとで囲まれた空間に嵌挿して、位置決めした後、固定部13,13a,13bの表面が該建築用下地材の表面と面一になるように該固定部を折り曲げ、その先端の係止爪14,14a,14bを該建築用下地材の表面に金槌などで打ち込む。   Then, the building base material to be constructed next is the base parts 11, 11a, 11b, the standing parts 12, 12a, 12b and the fixing parts 13, 13a, 13b from the other side of the fixed metal fitting. After being inserted into the enclosed space and positioned, the fixed portion is bent so that the surfaces of the fixed portions 13, 13a, 13b are flush with the surface of the building base material, and the locking claw 14 at the tip of the fixed portion is bent. , 14a, 14b are driven into the surface of the building base material with a hammer or the like.

以降、上述の作業を繰り返し行い、壁面全面に建築用下地材を固定し終えた後に、各建築用下地材の四周縁その他の所定箇所に釘・ビスなどの固定具6を打ち込んで本固定を行う。このようにして、前述の建築用下地材固定構造(図8)が形成される。   Thereafter, the above operation is repeated, and after fixing the building base material on the entire wall surface, the fixing device 6 such as a nail and a screw is driven into the four peripheral edges and other predetermined positions of each building base material to perform the main fixing. Do. In this way, the building base material fixing structure described above (FIG. 8) is formed.

この後、前述のように、建築用下地材同士が突き合わされている部分(目地部)にコーキング材7を塗布充填して雨水の浸入を防止し、さらにコーキング材7の塗布充填部分を跨ぐようにして目地被覆材8を施工した後、全表面にモルタルMを塗工して、図9に示す外装壁面構造が得られる。モルタルMの塗工後にさらに必要に応じて仕上げ塗装を行っても良い。   Thereafter, as described above, the caulking material 7 is applied and filled in the portion (joint portion) where the building base materials are abutted to prevent rainwater from entering, and further, the coating filling portion of the caulking material 7 is straddled. Then, after the joint covering material 8 is constructed, the mortar M is applied to the entire surface, and the exterior wall surface structure shown in FIG. 9 is obtained. After the application of the mortar M, finish coating may be performed as necessary.

このような施工要領によれば、建築用下地材の一方の木口部の表面に固定金具の係止爪14,14a,14b,14cが打ち込まれて仮固定された状態で建築用下地材を施工することができるので、建築用下地材が倒れないように押さえながら釘などの打ち込みを行わなくて済み、作業性が向上する。   According to such a construction procedure, the construction base material is constructed in a state in which the locking claws 14, 14a, 14b, and 14c of the fixing bracket are driven and temporarily fixed to the surface of one end of the construction base material. Therefore, it is not necessary to drive a nail or the like while holding the building base material so that it does not fall down, and the workability is improved.

以上に述べた施工要領は限定的なものではなく、種々に変更可能である。たとえば、建築用下地材の張り始めとなる壁面の端部において図10に示すような端部用の固定金具10cを用いることに代えて、一般的に行われている釘打ちなどによって建築用下地材の張り始め端部を下地構造材5に固定しても良い。   The construction procedure described above is not limited and can be variously changed. For example, instead of using the end fixing bracket 10c as shown in FIG. 10 at the end of the wall surface where the building base material starts to be tensioned, the base for building is typically performed by nailing or the like. The tension start end of the material may be fixed to the base structure material 5.

また、上記の説明では、建築用下地材の本固定を最後の段階で行っているが、建築用下地材の一方の木口部を係止爪14,14a,14bで仮固定した後にその都度四周縁その他の所定箇所に釘・ビスなどの固定具6を打ち込んで建築用下地材の本固定を行っても良い。特に図3に示す固定金具10bを用いるときは、一方の木口部が既に仮固定されている建築用下地材の他方の木口部に固定具6を打ち込んで本固定しても、基盤部11bを該建築用下地材の裏面側に挿入させる必要がないため、その後に該木口部を立設部12bに突き当てるようにして固定金具10bを配置して係止爪14bを打ち込むことができるので、施工に支障を来すことがない。また、両側に基盤部11,11aを有する固定金具10,10aを用いる場合であっても、一方の木口部が既に仮固定されている建築用下地材の他方の木口部に固定具6を打ち込む際に、基盤部11bを裏面側に入り込ませる余地を残すようにして本固定を行えば、上記と同様の施工が可能である。   In the above description, the final fixing of the building base material is performed at the final stage, but after temporarily fixing one end of the building base material with the locking claws 14, 14a, 14b, four times each time. The fixing of the base material for construction may be performed by driving a fixing tool 6 such as a nail or a screw into the peripheral edge or other predetermined location. In particular, when the fixing bracket 10b shown in FIG. 3 is used, even if the fixing tool 6 is driven into the other end of the building base material on which one end is temporarily fixed, the base portion 11b is fixed. Since there is no need to insert it into the back side of the building base material, it is possible to drive the locking claw 14b by placing the fixing bracket 10b so that the butt end is abutted against the standing portion 12b. There will be no hindrance to construction. Moreover, even if it is a case where the fixing metal fittings 10 and 10a which have the base parts 11 and 11a on both sides are used, the fixing tool 6 is driven into the other wooden mouth part of the building | foundation base material in which one wooden edge part is already temporarily fixed. At this time, if the main fixing is performed so as to leave room for the base portion 11b to enter the back side, the same construction as described above is possible.

なお、建築用下地材の本固定はその四周縁その他の所定箇所に固定具6を打ち込むことによって行うが、固定金具の基盤部および/または固定部を貫通するようにして打ち込んでも、固定金具が存在しない位置で打ち込んでも良い。前者の場合は、固定具を打ち込む通常の力で固定金具の基盤部および/または固定部を貫通することができるように、固定金具の材質および厚さを選定する必要がある。   The main fixing of the building base material is performed by driving the fixing tool 6 into the four peripheral edges or other predetermined locations. However, even if the fixing tool is driven through the base and / or the fixing part, the fixing metal is not fixed. You may drive in a position that does not exist. In the former case, it is necessary to select the material and thickness of the fixing bracket so that the base portion and / or the fixing portion of the fixing bracket can be penetrated by a normal force for driving the fixing tool.

上記においては、固定金具を縦方向に用いた施工要領を説明したが、固定金具を横方向に用いても良く、縦横両方向に用いても良いことは言うまでもない。   In the above, although the construction point using the fixing bracket in the vertical direction has been described, it goes without saying that the fixing bracket may be used in the horizontal direction or in both the vertical and horizontal directions.

また、図9では、柱5aの上に通気受材5bを取り付けた上で建築用下地材を張り付けた通気工法による施工例が示されているが、柱5aの上に通気受材5bを取り付けずに直接建築用下地材を張り付けた、いわゆる直張り工法を採用しても良い。   Further, FIG. 9 shows an example of construction by a ventilation method in which an air receiving material 5b is attached on the pillar 5a and an architectural base material is pasted, but the air receiving material 5b is attached on the pillar 5a. Instead, a so-called direct tension construction method in which a building base material is directly pasted may be employed.

図6に示す実施形態は出隅用の固定金具であり、同図(a)に示す出隅用固定金具20aは、出隅部に沿うように略直角をなして折り曲げられた基盤部21aと、基盤部21aの各基盤面の延長面として形成されて長手方向全長に亘って連続する一対の立設部22aと、各立設部22aの先端からそれぞれ所定方向に所定角度で斜行延出する固定部23aとを有して構成され、各固定部23aの先端には鋭利な係止爪24aが基盤部21aの各基盤面に向けて折曲形成されている。この出隅用固定金具20aは、基盤部21aの各基盤面を柱などの下地構造材5の出隅に沿って固着し、各基盤面と各立設部22aとその先端の固定部23aとで囲まれた空間に各々建築用下地材1を嵌挿して係止爪24aで仮固定するように用いられる。また、同図(b)に示す出隅用固定金具20bは、出隅部に沿うように略直角をなして折り曲げられた基盤部21bと、この基盤部21bの角部から各基盤面に対して約135度の角度で立ち上がって長手方向全長に亘って連続する立設部22bと、立設部22bの先端から両方向に所定角度で斜行延出する固定部23bとを有して構成され、各固定部23bの先端には鋭利な係止爪24bが基盤部21bの各基盤面に向けて折曲形成されている。固定部23bの形成については、反対方向に斜行するものを互い違いに隙間なく配設する形態(図1参照)、反対方向に斜行するものを一対として間隔をおいて配設する形態(図2参照)、立設部22b先端の不連続な箇所から左右両方向に斜行するものを対で配設する形態(図3参照)、その他任意の形態を採用することができる。この出隅用固定金具20は、基盤部21bの各基盤面を柱5aの出隅に沿って固着し、各基盤面と立設部22bとその先端の固定部23bとで囲まれた空間に各々建築用下地材1を嵌挿し、立設部22bの両側に建築用下地材1,1を留め接合するように突き合せて、係止爪24bで仮固定するように用いられる。   The embodiment shown in FIG. 6 is a fixing bracket for a protruding corner. The protruding corner fixing bracket 20a shown in FIG. 6A includes a base portion 21a bent at a substantially right angle along the protruding corner portion. And a pair of upright portions 22a formed as extended surfaces of the base surfaces of the base portion 21a and extending over the entire length in the longitudinal direction, and obliquely extending at a predetermined angle in a predetermined direction from the tips of the upright portions 22a. Each of the fixed portions 23a has a sharp engaging claw 24a bent toward the base surface of the base portion 21a. The protruding corner fixing bracket 20a fixes the base surfaces of the base portion 21a along the protruding corners of the base structure material 5 such as a pillar, and each base surface, the standing portions 22a, and the fixing portion 23a at the tip thereof. Each of the building base materials 1 is inserted into the space surrounded by the brackets and temporarily fixed by the locking claws 24a. Further, the protruding corner fixing bracket 20b shown in FIG. 2B includes a base portion 21b bent at a substantially right angle along the protruding corner portion, and corner portions of the base portion 21b to each base surface. And a standing portion 22b that rises at an angle of about 135 degrees and continues over the entire length in the longitudinal direction, and a fixing portion 23b that extends obliquely at a predetermined angle in both directions from the tip of the standing portion 22b. A sharp engaging claw 24b is bent at the tip of each fixing portion 23b toward each base surface of the base portion 21b. As for the formation of the fixing portion 23b, a configuration in which the components inclined in the opposite direction are alternately arranged without a gap (see FIG. 1), and a configuration in which the components inclined in the opposite direction are paired with an interval (see FIG. 2), a configuration (see FIG. 3) in which diagonally extending in the left and right directions from a discontinuous portion at the tip of the standing portion 22b, and other arbitrary configurations can be employed. The protruding corner fixing bracket 20 fixes the base surfaces of the base portion 21b along the protruding corners of the columns 5a, and is in a space surrounded by the base surfaces, the standing portion 22b, and the fixing portion 23b at the tip thereof. Each of the building foundation materials 1 is inserted and fitted, and the building foundation materials 1 and 1 are attached to both sides of the standing portion 22b so as to be joined and temporarily fixed by the locking claws 24b.

図7に示す実施形態は入隅用の固定金具であり、同図(a)に示す入隅用固定金具30aは、入隅部に沿うように略直角をなして折り曲げられた基盤部31aと、この基盤部31aの角部から各基盤面に対して約45度の角度で立ち上がって長手方向全長に亘って連続する立設部32aと、立設部32aの先端から反対方向に所定角度で斜行延出する一対の固定部33aとを有して構成され、各固定部33aの先端には鋭利な係止爪34aが基盤部31aの各基盤面に向けて折曲形成されている。この入隅用固定金具30aは、基盤部31aの各基盤面を下地構造材5の入隅に沿って固着し、各基盤面と立設部32aとその先端の固定部33aとで囲まれた空間に各々建築用下地材1を嵌挿し、立設部32aの両側に建築用下地材1,1を留め接合するように突き合せて、係止爪34aで仮固定するように用いられる。また、同図(b)に示す入隅用固定金具30bは、入隅部に沿うように略直角をなして折り曲げられた基盤部31bと、この基盤部31bの各基盤面から略垂直に立ち上がって長手方向全長に亘って連続する一対の立設部32bと、これら一対の立設部32bの先端から反対方向に所定角度で斜行延出する一対の固定部33bとを有して構成され、各固定部33bの先端には鋭利な係止爪34bが基盤部31bの各基盤面に向けて折曲形成されている。この入隅用固定金具30bは、基盤部31bの各基盤面を下地構造材5の入隅に沿って固着し、各基盤面と各立設部32bとその先端の固定部33bとで囲まれた空間に各々建築用下地材1を嵌挿して、係止爪34bで仮固定するように用いられる。   The embodiment shown in FIG. 7 is a fixing bracket for a corner, and a corner fixing bracket 30a shown in FIG. 7A includes a base portion 31a bent at a substantially right angle along the corner. The standing portion 32a rising from the corner portion of the base portion 31a with respect to each base surface at an angle of about 45 degrees and continuing over the entire length in the longitudinal direction, and a predetermined angle in the opposite direction from the tip of the standing portion 32a. A pair of fixed portions 33a extending obliquely are formed, and sharp locking claws 34a are bent at the tips of the fixed portions 33a toward the base surfaces of the base portion 31a. In this corner fixing bracket 30a, each base surface of the base portion 31a is fixed along the corner of the base structure material 5, and is surrounded by each base surface, the standing portion 32a, and a fixing portion 33a at the tip thereof. The building base material 1 is fitted and inserted into each space, and the building base materials 1 and 1 are abutted and joined to both sides of the standing portion 32a so as to be temporarily fixed by the locking claws 34a. Further, the corner fixing bracket 30b shown in FIG. 5B is a base portion 31b bent at a substantially right angle along the corner portion, and rises substantially vertically from each base surface of the base portion 31b. And a pair of standing portions 32b continuous over the entire length in the longitudinal direction, and a pair of fixing portions 33b extending obliquely at a predetermined angle in the opposite direction from the tips of the pair of standing portions 32b. A sharp engaging claw 34b is formed at the tip of each fixing portion 33b so as to be bent toward each base surface of the base portion 31b. This corner fixing bracket 30b fixes each base surface of the base portion 31b along the base corner of the base structure material 5, and is surrounded by each base surface, each standing portion 32b, and a fixing portion 33b at the tip thereof. The building base material 1 is inserted into each of the spaces and temporarily fixed by the locking claws 34b.

これらの固定金具20a,20b,30a,30bは出隅および入隅に用いられる専用の固定金具であるため、前述の固定金具10,10a,10b,10cとは異なる形状を有しているが、各部位の構成や作用効果は共通しているので、それらについての説明を省略する。   Since these fixing brackets 20a, 20b, 30a, 30b are dedicated fixing brackets used for the protruding corner and the entering corner, they have different shapes from the above-described fixing brackets 10, 10a, 10b, 10c. Since the structure and effect of each part are common, description about them is abbreviate | omitted.

本発明の一実施形態による建築用下地材固定金具の正面図(a)、部分拡大側面図(b)、拡大断面図(c)および部分拡大斜視図(d)である。It is a front view (a), a partial enlarged side view (b), an enlarged sectional view (c), and a partially enlarged perspective view (d) of an architectural base material fixing bracket according to an embodiment of the present invention. 本発明の別の実施形態による建築用下地材固定金具の正面図(a)、部分拡大側面図(b)、拡大断面図(c)および部分拡大斜視図(d)である。It is a front view (a), a partial enlarged side view (b), an enlarged sectional view (c), and a partial enlarged perspective view (d) of an architectural base material fixing bracket according to another embodiment of the present invention. 本発明のさらに別の実施形態による建築用下地材固定金具の正面図(a)、部分拡大側面図(b)、拡大断面図(c)および部分拡大斜視図(d)である。It is a front view (a), a partial enlarged side view (b), an enlarged sectional view (c), and a partially enlarged perspective view (d) of an architectural base material fixing bracket according to still another embodiment of the present invention. 図1〜図3の建築用下地材固定金具の製造方法の一例を示す断面図である。It is sectional drawing which shows an example of the manufacturing method of the base material fixing metal fitting for construction of FIGS. 建築用下地材固定金具に防水部材を設けた実施形態を用いた場合の施工状態断面図である。It is construction state sectional drawing at the time of using embodiment which provided the waterproofing member in the base material fixing bracket for construction. 出隅部に使用される建築用下地材固定金具の実施形態を用いた場合の施工状態断面図である。It is construction state sectional drawing at the time of using embodiment of the base material fixing bracket for construction used for a corner. 入隅部に使用される建築用下地材固定金具の実施形態を用いた場合の施工状態断面図である。It is construction state sectional drawing at the time of using embodiment of the base material fixing bracket for construction used for a corner. 図1〜図3に示すような建築用下地材固定金具を用いて得られる建築用下地材固定構造の一例を示す平面図である。It is a top view which shows an example of the building base material fixing structure obtained using the building base material fixing metal fittings as shown in FIGS. 図8の建築用下地材固定構造にコーキング材充填およびモルタル塗工して得られる外装壁面構造の断面図である。It is sectional drawing of the exterior wall surface structure obtained by carrying out caulking material filling and mortar coating to the building base material fixing structure of FIG. 本発明のさらに別の実施形態による建築用下地材固定金具の正面図(a)、部分拡大側面図(b)、拡大断面図(c)および部分拡大斜視図(d)である。It is a front view (a), a partial enlarged side view (b), an enlarged sectional view (c), and a partially enlarged perspective view (d) of an architectural base material fixing bracket according to still another embodiment of the present invention.

符号の説明Explanation of symbols

1 建築用下地材
2 板状基材
3 防水層
4 凹凸層
5 下地構造材
5a 柱
5b 通気受材
6 固定具
7 コーキング材
8 目地被覆材
9 固着具
10,10a,10b,10c 建築用下地材固定金具
11,11a,11b,11c 基盤部
12,12a,12b,12c 立設部
13,13a,13b,13c 固定部
14,14a,14b,14c 係止爪
15,15a,15b,15c 固定具穴
16 防水部材
20a、20b 出隅用固定金具
30a,30b 入隅用固定金具
DESCRIPTION OF SYMBOLS 1 Architectural base material 2 Plate-like base material 3 Waterproof layer 4 Concavity and convexity layer 5 Underground structural material 5a Pillar 5b Ventilation receiving material 6 Fixing tool 7 Caulking material 8 Joint covering material 9 Fastening tool 10, 10a, 10b, 10c Architectural base material Fixing bracket 11, 11a, 11b, 11c Base part 12, 12a, 12b, 12c Standing part 13, 13a, 13b, 13c Fixing part 14, 14a, 14b, 14c Locking claw 15, 15a, 15b, 15c Fixing hole 16 Waterproofing member 20a, 20b Fixing bracket for protruding corner 30a, 30b Fixing bracket for entering corner

Claims (3)

建築用下地材同士を突き合わせ状態に固定するために目地部に使用される建築用下地材固定金具であって、基盤部と、基盤部から所定角度で立ち上がる立設部と、立設部の上端から少なくとも一方の側に向けて所定角度で延出し且つ折曲可能であるとともにその先端から鋭利な係止爪が基盤部に向けて折曲形成された固定部とを有して成り、基盤部、立設部および固定部で囲まれる空間内に嵌挿した建築用下地材を固定部先端の係止爪で固定可能であることを特徴とする建築用下地材固定金具。 A construction base material fixing bracket used for a joint part to fix construction base materials in a butted state, wherein the base part, a standing part rising from the base part at a predetermined angle, and an upper end of the standing part A fixed portion that extends and bends at a predetermined angle from at least one side to the base portion and has a sharp locking claw bent toward the base portion from the tip thereof. An architectural base material fixing bracket, wherein the architectural base material inserted into a space surrounded by the standing part and the fixing part can be fixed with a locking claw at the tip of the fixing part. 基盤部と、基盤部から所定角度で立ち上がる立設部と、立設部の上端から少なくとも一方の側に向けて所定角度で延出し且つ折曲可能であるとともにその先端から鋭利な係止爪が基盤部に向けて折曲形成された固定部とを有して成る固定金具を用い、この固定金具の基盤部、立設部および固定部で囲まれる空間内に建築用下地材が嵌挿され且つその表面に固定部先端の係止爪が係入して建築用下地材が固定され、建築用下地材が下地構造材に固定されて成ることを特徴とする建築用下地材固定構造。 A base part, a standing part rising from the base part at a predetermined angle, and extending and bending at a predetermined angle from the upper end of the standing part toward at least one side, and a sharp locking claw from its tip A fixing bracket having a fixing portion bent toward the base portion is used, and a building base material is inserted into a space surrounded by the base portion, the standing portion, and the fixing portion of the fixing bracket. The construction base material fixing structure is characterized in that a locking claw at the front end of the fixing portion is engaged on the surface of the construction base material, and the construction base material is fixed to the base structure material. 建築用下地材の表面から固定金具の基盤部および/または固定部を貫通して下地構造材に打ち込まれる固定具により、固定金具が建築用下地材に固定されると同時に建築用下地材が下地構造材に固定されることを特徴とする請求項2記載の建築用下地材固定構造。 The fixing bracket is fixed to the building base material by the fixture that is driven from the surface of the building base material through the base and / or fixing portion of the fixing bracket into the base structure material. The construction base material fixing structure according to claim 2, wherein the construction base material fixing structure is fixed to a structural material.
JP2004194010A 2004-06-30 2004-06-30 Construction base sheet fixed metal fitting and construction base sheet fixed structure Pending JP2006016802A (en)

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