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JP2010077645A - Joint structure in wooden building - Google Patents

Joint structure in wooden building Download PDF

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Publication number
JP2010077645A
JP2010077645A JP2008246135A JP2008246135A JP2010077645A JP 2010077645 A JP2010077645 A JP 2010077645A JP 2008246135 A JP2008246135 A JP 2008246135A JP 2008246135 A JP2008246135 A JP 2008246135A JP 2010077645 A JP2010077645 A JP 2010077645A
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Prior art keywords
column
bracing
piece
brace
fixed
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JP2008246135A
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Japanese (ja)
Inventor
Seiki Terui
清貴 照井
Kohei Nomoto
浩平 野本
Junichi Tsuruta
純一 鶴田
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PORASU KURASHI KAGAKU KENKYUSH
Polus R&D Center of Life Styles Inc
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PORASU KURASHI KAGAKU KENKYUSH
Polus R&D Center of Life Styles Inc
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Priority to JP2008246135A priority Critical patent/JP2010077645A/en
Publication of JP2010077645A publication Critical patent/JP2010077645A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To directly abut the joint end of a brace on the cross end recessed corner of a column-horizontal member and prevent a screw head for fixing from projecting from the outside of the brace. <P>SOLUTION: The brace 7 and a column 6 are joined to each other through a generally L-shaped joint fitting 8 which comprises one piece 8a and the other piece 8b perpendicular to the same in plan view and having the respective surfaces through which a plurality of screw mounting holes are formed. The lower part of the sloped surface of the brace 7 which is opposed at an interval to the column 6 is set to the lower end of the joint fitting 8. The one piece 8a side of the metal joint fitting is fixed to the surface of the column 6 facing the brace 7 with a plurality of wood screw fixing devices 9, and the other piece 8b side thereof is fixed to the inner surface of the brace 7 with a plurality of wood screw fixing devices 10. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、木造建築物における接合構造、特に、柱と筋交の接合構造に関するものである。   The present invention relates to a joint structure in a wooden building, and more particularly to a joint structure between columns and braces.

筋交は、木造軸組建築物において、地震や風圧などによって生ずる架構の変形を防止するための補強材であり、圧縮筋交と引っ張り筋交がある。このうち、圧縮筋交は、下端側を土台(または胴差し)と柱の交叉端入隅部に突合され、上端側を柱と胴差し(または桁)との接合端隅角部に突合される。取付にあたって従来では、柱と筋交間を貫通するボルトやかすがいなどの取付用金物を介して取り付けられていた。   Bracing is a reinforcing material for preventing deformation of a frame caused by an earthquake or wind pressure in a wooden frame building, and includes compression bracing and tensile bracing. Of these, the compression bracing is butted at the corner of the junction end between the base and the trunk (or girder) at the lower end side and the corner of the joint (or girder) at the upper end side. The Conventionally, it has been attached via mounting hardware such as a bolt or a piercing penetrating between the pillar and the bracing.

しかし、筋交の材厚は、柱の断面寸法の略1/2とし、また幅寸法は大きいほど耐力は大となるが、壁面構成(下地、仕上げとも)の関係から、その幅寸法を柱の幅寸法に対応させ、筋交の外側面が柱の一側面に面一となるように取り付けている。従って、かすがいを用いた場合は、かすがいが筋交の外側面側に突出し、壁面構成に影響を与える。   However, the bracing material thickness is approximately ½ of the cross-sectional dimension of the column, and the greater the width dimension, the greater the proof strength. However, the width dimension is set to the column because of the wall structure (both groundwork and finish). It is attached so that the outer side of the braces is flush with one side of the column. Therefore, when using the brazing, the brazing protrudes to the outer surface side of the braces and affects the wall surface configuration.

これに対し最近では、例えば、下記特許文献1に示す筋交専用の接合金物が用いられる場合がある。この接合金物は、土台−柱−筋交の各面に複数の木ねじ固定具を介して固定されるものであり、土台−柱間にL字形固定されるアングル材の一側部に、筋交の外側面に固定される側板を一体化した構造である。
特開2001−24116号公報
On the other hand, recently, for example, a joint fitting dedicated to bracing shown in Patent Document 1 below may be used. This metal fitting is fixed to each surface of the base-column-interlacing via a plurality of wood screw fixing tools, and is connected to one side of an angle member fixed in an L shape between the base-column. It is the structure which integrated the side plate fixed to the outer side surface.
JP 2001-24116 A

しかし、前記接合構造によれば、筋交の突合端部は、土台−柱に直接接触するものでなく、アングル材の各片を介して接触しているため、振動などにより、互いの接触面に浮き上がりや隙間が生じ易い。また木ねじは筋交の外側面に固定されているため、木ねじのねじ頭部が外方に突出し、壁面構成に影響を与える、という課題があった。   However, according to the joint structure, the abutting ends of the braces are not in direct contact with the base-columns, but are in contact with each other through the pieces of the angle material, and therefore contact surfaces of each other due to vibration or the like. It is easy to lift and gaps. Moreover, since the wood screw is fixed to the outer side surface of the bracing, there is a problem that the screw head of the wood screw protrudes outward and affects the wall surface configuration.

そこで本発明は、以上の課題を解決するものであり、その目的は、柱−横架材の交差端入隅部に筋交の接合端部が直接突合できるようにし、かつ、固定用ねじ頭部が筋交の外側部に突出することを防止できるようにした木造建築物における筋交部分のの接合構造を提供するものである。   Accordingly, the present invention solves the above-described problems, and an object of the present invention is to enable a joint end of a brace to directly abut into a corner-intersection corner of a column-horizontal member and to fix a screw head for fixing. It is intended to provide a joining structure of a bracing portion in a wooden building that can prevent the portion from projecting to the outer side of the bracing.

前記目的を達成するため、本発明に係る木造建築物における接合構造は、図の実施の形態にも示すように、左右の柱6間における各柱6と上下の横架材2の間に斜めに架設され、かつその外側面を柱6の外側面と面一となるように配置される筋交7を備えた木造建築物における接合構造において、
前記筋交7と柱6間は、平面視で一片8aおよびこれと直角な他片8bからなり、それぞれの面に複数のねじ取付孔を貫通形成した略L字形の接合金具8を介して接合されるものであって、柱6との間に間隔をおいて対面される筋交7の傾斜面の下部を接合金具8の下端として、その一片8a側を複数の木ねじ固定具9により柱6の筋交7との対向面に固定し、他片8b側を筋交7の内側面に複数の木ねじ固定具10により固定したことを特徴としている。
In order to achieve the above-mentioned object, the joint structure in the wooden building according to the present invention is diagonally arranged between each column 6 between the left and right columns 6 and the upper and lower horizontal members 2 as shown in the embodiment of the figure. In the joining structure in the wooden building having the bracing 7 arranged so that the outer side surface thereof is flush with the outer side surface of the column 6,
The bracing 7 and the column 6 are composed of one piece 8a in plan view and another piece 8b perpendicular thereto, and are joined via a substantially L-shaped joining fitting 8 in which a plurality of screw mounting holes are formed through each surface. The lower part of the inclined surface of the bracing 7 facing the pillar 6 with a space between the pillar 6 is used as the lower end of the joint fitting 8, and one piece 8 a side is attached to the pillar 6 by a plurality of wood screw fixtures 9. The other piece 8b side is fixed to the inner surface of the bracing 7 with a plurality of wood screw fixtures 10.

また、請求項2に示すように、前記接合金具8の下方における柱6と横架材2の上面とは、側面視で略L字形の取付金具11を介して複数の木ねじ固定具9により固定させることができる。   Further, as shown in claim 2, the column 6 below the joint fitting 8 and the upper surface of the horizontal member 2 are fixed by a plurality of wood screw fixtures 9 via a substantially L-shaped attachment fitting 11 in a side view. Can be made.

従って、本発明によれば、柱−横架材の交叉端入隅部に対して筋交の端部を直に突合して固定でき、振動によっても筋交と柱との浮き上がり隙間が乗じるということがなく、強固で安全な接合構造が得られる。     Therefore, according to the present invention, the end of the bracing can be directly abutted against and fixed to the crossing end corner of the column-horizontal member, and the lifting gap between the bracing and the column is multiplied by vibration. And a strong and safe joint structure can be obtained.

また、請求項2に示すように、柱6と横架材2の上面とを取付金具11を介して接合することにより、一層強固で安全な接合構造が得られる。   Further, as shown in claim 2, by joining the column 6 and the upper surface of the horizontal member 2 via the mounting bracket 11, a stronger and safer joint structure can be obtained.

図1〜3は、本発明に係る筋交の接合構造をカットモデル的に示すものである。図において、コンクリート基礎(布基礎)1上には土台2が設置され、この土台2は、基礎1内部に埋設されたアンカーボルト3の上端を挿通するとともに、土台2の上部突出端に座金4を介して連結されたナット5により基礎1上に固定されている。   1 to 3 show cut muscle joint structures according to the present invention. In the figure, a foundation 2 is installed on a concrete foundation (cloth foundation) 1, and this foundation 2 is inserted through the upper end of an anchor bolt 3 embedded in the foundation 1 and a washer 4 on an upper projecting end of the foundation 2. It is fixed on the foundation 1 by a nut 5 connected via

土台2上には、これと同一断面寸法の正方形の柱6が継手構造を介して鉛直に立設されているとともに、土台2と柱との交差端における入隅部には、筋交7の直角に切削された下端角部が突合している。この筋交7の上端は、同じく土台2上に立設された図示しない他方の柱と胴差しまたは桁との交叉入隅部に突合されており、上下各端部は、その傾斜角度や、入隅部形状に合わせた加工がなされている。筋交7の材厚は柱6の一辺の寸法Wの略半分(=1/2)であり、幅寸法は本実施形態では、柱寸法(=W)に等しく設定されている。さらに、筋交7は、柱6−土台2の一側部にその外側部が面一となるように片側に寄せて取り付けられている。筋交7の内側面は、柱6及び土台2の内側面よりも、柱6及び土台2の幅の略半部引っ込んだ位置にあり、この引っ込んだ内側面の上方位置に、後述する接合金具8が添設固定されている。   On the base 2, a square column 6 having the same cross-sectional dimension is erected vertically through a joint structure, and at the corner of the intersection between the base 2 and the column, there is a bracing 7. The lower corners cut at right angles are abutted. The upper end of this bracing 7 is abutted at the crossing corner of the other column (not shown) and the torso or girder, which is also erected on the base 2, and the upper and lower ends are inclined or Processing according to the shape of the corner is made. The material thickness of the braces 7 is approximately half (= 1/2) of the dimension W of one side of the column 6, and the width dimension is set equal to the column dimension (= W) in this embodiment. Further, the bracing 7 is attached to one side of the pillar 6-base 2 so that the outer side is flush with one side. The inner surface of the brace 7 is located at a position where the half of the width of the pillar 6 and the base 2 is retracted from the inner surface of the pillar 6 and the base 2, and a joining metal fitting to be described later is located above the retracted inner surface. 8 is attached and fixed.

この筋交7と柱6は、L字形接合金具8およびこれに附属する大小2種類の木ねじ固定具9,10によって互いに接合される。図1の1部に拡大し、並列して示すように、大形固定具9は柱6の寸法に対応し、小形固定具10は筋交7の材厚に対応した長さとなっている。いずれの固定具9,10にあっても、同一のねじ頭部を備え、且つねじ頭部にはドライバビット挿通用の嵌合穴が形成されている。   The bracing 7 and the column 6 are joined to each other by an L-shaped fitting 8 and two kinds of large and small wood screw fixtures 9 and 10 attached thereto. As shown in a part of FIG. 1 and shown in parallel, the large fixture 9 corresponds to the dimensions of the column 6 and the small fixture 10 has a length corresponding to the material thickness of the brace 7. In any of the fixtures 9 and 10, the same screw head is provided, and a screw bit insertion hole is formed in the screw head.

接合金具8は、同一縦長さであるが、平面視で柱6に固定される短片よりなる一片8aと、筋交7の内側面に固定される長片よりなる他片8bとからなっており、それぞれの面に縦列方向かつ幅方向に千鳥状となる複数のねじ取付孔を貫通形成したものである。   The joint fitting 8 has the same vertical length, but is composed of one piece 8a made of a short piece fixed to the column 6 in plan view and another piece 8b made of a long piece fixed to the inner surface of the brace 7. A plurality of screw mounting holes that are staggered in the column direction and the width direction are formed through each surface.

この接合金具8を用いた筋交7の取付構造は、従来とは異なり、筋交7の取付前の段階で筋交7の傾斜面の上位置に接合金具8の下端を位置させ、柱6の外側角部に沿って一片8aを添設し、複数の大形ねじよりなる固定具10を介して柱6の下方の上部に固定する。この状態で接合金具8の他片8b側の面は筋交7の位置決め面となる。この状態で他片8bに接して筋交7を取付け、他片8bに形成された複数の取付孔を選んで、小形ねじよりなる固定具10をねじ込み固定すれば、接合が完了する。なお接合金具8には、、ねじがねじ込めない箇所にもねじ取付孔が形成されているので、各取付孔のうち、図1のハッチングで囲われる筋交7に対向する面に形成された取付孔のみを選んで小形ねじ10の取付作業を行えばよい。   The mounting structure of the bracing 7 using the joining bracket 8 is different from the conventional one, and the lower end of the joining bracket 8 is positioned above the inclined surface of the bracing 7 before the bracing 7 is attached. A piece 8a is provided along the outer corner of the column 6 and fixed to the upper part below the column 6 via a fixture 10 made of a plurality of large screws. In this state, the surface on the other piece 8 b side of the joint fitting 8 becomes a positioning surface for the brace 7. In this state, the bracing 7 is attached in contact with the other piece 8b, a plurality of attachment holes formed in the other piece 8b are selected, and the fixing tool 10 made of a small screw is screwed and fixed to complete the joining. In addition, since the screw attachment hole is formed in the joining metal fitting 8 also in the part into which a screw cannot be screwed in, it formed in the surface facing the bracing 7 enclosed by the hatching of FIG. 1 among each attachment hole. Only the mounting hole may be selected to perform the mounting operation of the small screw 10.

また、図1,2中符号11は、垂直部を柱6に添設され、水平部を土台に添設されるL字形をなし、かつ一側部に斜めの補強ブラケットを一体化した柱−土台用取付金具であり、この取付金具11のそれぞれの面に形成されたねじ取付孔に大形ねじよりなる固定具9をねじ込み固定することによって、柱−土台間の直角度を保持しつつ両者間を強固に連結している。取付金具11は、上記接合金具8の下方において、筋交7の内側面よりもない方に表出される柱6と土台2の直角入隅角部に接合固定されている。   1 and 2, reference numeral 11 denotes a column in which a vertical portion is attached to the column 6, a horizontal portion is attached to the base, has an L shape, and an oblique reinforcing bracket is integrated on one side. It is a mounting bracket for a base, and by fixing a fixture 9 made of a large screw into a screw mounting hole formed on each surface of the mounting bracket 11, They are firmly connected. The mounting bracket 11 is bonded and fixed to the right-angled corners of the pillar 6 and the base 2 that are exposed below the inner surface of the brace 7 below the joint bracket 8.

なお、前記実施の形態では、本発明に使用される接合金具8として既存のL字形接合金具を用いたが、筋交の傾斜角度が一定で有れば、それに応じて長片8bをその傾斜に応じた傾斜状とし、ねじ取付孔の配列もそれに応じた配列とすることができることは勿論である。   In the above embodiment, the existing L-shaped joint metal fitting is used as the joint metal fitting 8 used in the present invention. However, if the inclination angle of the braces is constant, the long piece 8b is inclined accordingly. Needless to say, the screw mounting holes can be arranged in an inclined shape in accordance with the inclination.

本発明に係る筋交の接合構造をカットモデル的に示す分解斜視図である。It is a disassembled perspective view which shows the joining structure of the braces concerning this invention like a cut model. 同じく組立状態を示す内方から見た斜視図である。It is the perspective view seen from the inside which shows an assembly state similarly. 同じく組立状態を示す外方から見た斜視図である。It is the perspective view seen from the outside which similarly shows an assembly state.

符号の説明Explanation of symbols

1 コンクリート基礎
2 土台
3 アンカーボルト
4 座金
5 ナット
6 柱
7 筋交
8 接合金具
8a 一片
8b 他片
9,10 固定具
11 取付金具
DESCRIPTION OF SYMBOLS 1 Concrete foundation 2 Base 3 Anchor bolt 4 Washer 5 Nut 6 Pillar 7 Bracing 8 Joint metal fitting 8a One piece 8b Other piece 9,10 Fixture 11 Mounting bracket

Claims (2)

柱(6)間における各柱(6)と上下の横架材(2)の間に斜めに架設され、かつその外側面を柱(6)の外側面と面一となるように配置される筋交(7)を備えた木造建築物における接合構造において、
前記筋交(7)と柱(6)間は、平面視で一片(8a)およびこれと直角な他片(8b)からなり、それぞれの面に複数のねじ取付孔を貫通形成した略L字形の接合金具(8)を介して接合されるものであって、柱(6)との間に間隔をおいて対面される筋交(7)の傾斜面の下部を接合金具(8)の下端として、その一片(8a)側を複数の固定具(9)により柱(6)の筋交(7)との対向面に固定し、他片(8b)側を筋交(7)の内側面に複数の固定具(10)により固定したことを特徴とする木造建築物における接合構造。
Between the pillars (6), each pillar (6) and the upper and lower horizontal members (2) are obliquely installed, and the outer surface thereof is arranged so as to be flush with the outer surface of the pillar (6). In the joint structure in wooden buildings with bracing (7),
Between the bracing (7) and the column (6), it consists of one piece (8a) and the other piece (8b) perpendicular to it in a plan view, and has a substantially L shape with a plurality of screw mounting holes formed through each surface. The lower part of the inclined surface of the bracing (7) facing the space between the columns (6) is spaced at the lower end of the joining metal (8). The one piece (8a) side is fixed to the opposite surface of the pillar (6) to the bracing (7) by a plurality of fixtures (9), and the other piece (8b) side is fixed to the inner surface of the bracing (7). A joining structure in a wooden building, which is fixed to a plurality of fixtures (10).
前記接合金具(8)の下方における柱(6)と横架材(2)の上面とは、側面視で略L字形の取付金具(11)を介して複数の固定具(9)により固定したことを特徴とする木造建築物における接合構造。   The column (6) below the joining bracket (8) and the upper surface of the horizontal member (2) are fixed by a plurality of fixtures (9) via a substantially L-shaped mounting bracket (11) in a side view. The junction structure in the wooden building characterized by this.
JP2008246135A 2008-09-25 2008-09-25 Joint structure in wooden building Pending JP2010077645A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017110349A (en) * 2015-12-14 2017-06-22 清水建設株式会社 Earthquake-proof member and installation method of earthquake-proof member
JP2020084622A (en) * 2018-11-28 2020-06-04 株式会社タカミヤ Dumping device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348543A (en) * 2005-06-15 2006-12-28 Mitsui Home Remodelling Kk Reinforcing structure and reinforcing metal fitting of existing building

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006348543A (en) * 2005-06-15 2006-12-28 Mitsui Home Remodelling Kk Reinforcing structure and reinforcing metal fitting of existing building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017110349A (en) * 2015-12-14 2017-06-22 清水建設株式会社 Earthquake-proof member and installation method of earthquake-proof member
JP2020084622A (en) * 2018-11-28 2020-06-04 株式会社タカミヤ Dumping device
JP7169178B2 (en) 2018-11-28 2022-11-10 株式会社タカミヤ damping device

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