JPH08338071A - Bracing device of wooden building - Google Patents

Bracing device of wooden building

Info

Publication number
JPH08338071A
JPH08338071A JP7172902A JP17290295A JPH08338071A JP H08338071 A JPH08338071 A JP H08338071A JP 7172902 A JP7172902 A JP 7172902A JP 17290295 A JP17290295 A JP 17290295A JP H08338071 A JPH08338071 A JP H08338071A
Authority
JP
Japan
Prior art keywords
mounting
bracing
mounting plate
wooden building
reinforcing metal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7172902A
Other languages
Japanese (ja)
Other versions
JP3290564B2 (en
Inventor
Masanobu Maeizumi
正信 前泉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kunimoto Shokai Co Ltd
Original Assignee
Kunimoto Shokai Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kunimoto Shokai Co Ltd filed Critical Kunimoto Shokai Co Ltd
Priority to JP17290295A priority Critical patent/JP3290564B2/en
Publication of JPH08338071A publication Critical patent/JPH08338071A/en
Application granted granted Critical
Publication of JP3290564B2 publication Critical patent/JP3290564B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: To secure the reinforcement of the whole body of a rectangular frame structure and increase the earthquake-resistant effect, by installing bracings effective for tensile forces in the inner corners in the diagonal positions of a rectangular frame structure defined by a sill or a lateral member and columns. CONSTITUTION: Connecting tools 15 are fixed to both reinforcing hardwares 1 in the diagonal positions and connected to each other by a connection rod 16. In this case, mutually reverse screw shaft parts 16a having an appropriate length from both ends are provided in the connection rod 16 and screwed in nuts 27 of the connecting tools 15. Both connecting tools 15 are connected by the connection rod 16 so as to be adjustable by an effective length. The bracings are arranged between respective internal corners in two pairs of the diagonal positions respectively. The connection rods 16 are rotated clockwise or anticlockwise to adjust the rectangular structure constituted of a sill 18, columns 19, and a lateral member so as to make right angles at the internal corners.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、木造建築物の土台や横
架材と柱とで形成される矩形枠構造部分の対角位置にあ
る内隅部間に、引張力に有効な筋交い(ブレース)を張
設するための筋交い装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracing effective for tensile force between diagonally inner corners of a rectangular frame structure portion formed by columns and a base of a wooden building or a horizontal member. Brace) is a bracing device for tensioning.

【0002】[0002]

【従来の技術】木造建築物における筋交いは、圧縮力に
有効な木製の筋交い材を前記矩形枠構造部分の対角位置
にある内隅部間に架設するものであった。この場合、筋
交い材の端部が嵌合し得る切り込みを柱や土台または横
架材の側面に形成し、この切り込み内に嵌合させた筋交
い材を釘などで固着するかまたは、前記筋交い材の端部
を釘などで止着し得る専用の金物を前記内隅部に釘など
で固着しておく方法がとられている。何れにしても、引
張力に有効なロッドを利用した筋交い、即ちブレース
を、前記矩形枠構造部分の対角位置にある内隅部間に簡
単に張設することのできるものは考えられていなかっ
た。
2. Description of the Related Art Bracees in a wooden structure have been constructed by installing wooden brace members effective for compressive force between inner corner portions of the rectangular frame structure portion at diagonal positions. In this case, a notch in which the end of the brace can be fitted is formed on the side surface of the pillar, the base or the cross member, and the brace fitted in the notch is fixed with a nail or the like, or A method is used in which a dedicated metal object that can be fastened to the end of the product with nails or the like is fixed to the inner corner with nails or the like. In any case, it has not been conceived that a bracing using a rod effective for pulling force, that is, a brace, can be easily stretched between the inner corner portions of the rectangular frame structure portion at diagonal positions. It was

【0003】[0003]

【発明が解決しようとする課題】従って従来は、上記の
ように圧縮力に有効な木製の筋交い材を使用せざるを得
ないので、一つの矩形枠構造部分において左右何れ方向
の水平曲げ力にも効果的に対処し得る補強、即ち筋交い
をたすき掛けに施すことができなかった。しかも前記の
ように、木製の筋交い材の架設には多大の手間とコスト
がかかる欠点があった。本発明はこのような従来の問題
点を解消し得る筋交い装置を提供することを目的とする
ものである。
Therefore, conventionally, it is unavoidable to use a wooden bracing material effective for the compressive force as described above, so that the horizontal bending force in either the left or right direction can be applied to one rectangular frame structure portion. However, the reinforcement that can be effectively dealt with, that is, the brace could not be applied to the stile. In addition, as described above, the construction of the wooden brace has the drawback of requiring a great deal of labor and cost. It is an object of the present invention to provide a brace device that can solve such conventional problems.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
の本発明の木造建築物の筋交い装置は、後述する実施例
の参照符号を付して示すと、土台18や横架材20と柱
19などで形成される矩形枠構造部分の対角位置にある
内隅部に固着される一対の補強金物1と、筋交い手段1
4とからなり、各補強金物1は、側面形状が略直角三角
形をなし且つその斜辺相当箇所が開放された中空状のも
のであって、互いに直角をなす一対の取付け板部2,3
とこれら両取付け板部2,3の左右両側辺を夫々つなぐ
略直角三角形の左右両側板部4とから成り、各取付け板
部2,3には取付け用孔7〜12が設けられ、筋交い手
段14は、各補強金物1の左右両側板部4間に揺動可能
に軸支される連結具15と、これら両連結具15を有効
長さ調整可能に連結する連結ロッド16とから成る構成
となっている。
A bracing apparatus for a wooden building according to the present invention for achieving the above object is shown by a reference numeral of an embodiment which will be described later. A pair of reinforcing metal members 1 fixed to inner corner portions of the rectangular frame structure portion formed by 19 or the like at diagonal positions, and a bracing means 1
Each of the reinforcing metal members 1 is a hollow member whose side surface is formed into a substantially right-angled triangle and whose hypotenuse is open, and a pair of mounting plate portions 2 and 3 forming a right angle with each other.
And the left and right side plate portions 4 of a substantially right triangle that connect the left and right sides of both of these mounting plate portions 2 and 3, respectively, and the mounting plate portions 2 and 3 are provided with mounting holes 7 to 12, respectively. Reference numeral 14 denotes a structure including a connecting member 15 pivotally supported between the left and right side plate portions 4 of each reinforcing metal member 1, and a connecting rod 16 connecting the connecting members 15 so that their effective lengths can be adjusted. Has become.

【0005】上記本発明の筋交い装置を実施するに際し
ては、各補強金物1を、側面形状が略直角三角形をなし
且つその斜辺相当箇所のみが開放された中空舟形に1枚
の金属板をプレス加工して形成したものとし、各取付け
板部2,3と左右両側板部4との間の角部5及び両取付
け板部2,3間の角部6は凸曲面に形成することができ
る。また、各取付け板部2,3の取付け用孔として、外
側に突出する短い筒状周壁部7a〜9a,11aを備え
るようにバーリング加工されたボルト孔7〜9,11を
設けることができる。さらに、各取付け板部2,3の取
付け用孔として、ボルト孔7〜9,11と釘止め用孔1
0,12とを設けることができる。
In carrying out the above-mentioned bracing apparatus of the present invention, each reinforcing metal piece 1 is pressed into a hollow boat shape in which the side surface has a substantially right-angled triangle shape and only the portion corresponding to the hypotenuse thereof is open. The corner portions 5 between the mounting plate portions 2 and 3 and the left and right side plate portions 4 and the corner portions 6 between the mounting plate portions 2 and 3 can be formed into convex curved surfaces. Further, as the mounting holes of the mounting plate portions 2 and 3, bolt holes 7 to 9 and 11 which are burred to have short cylindrical peripheral wall portions 7a to 9a and 11a protruding outward can be provided. Further, as mounting holes for the mounting plate portions 2 and 3, bolt holes 7 to 9 and 11 and a nail fastening hole 1 are provided.
0, 12 can be provided.

【0006】さらに、筋交い手段14の各連結具15
は、帯板を略U字形に曲げ加工したものとし、そのUタ
ーン部にねじ孔(ナット27)が設けられ、連結ロッド
16の両端逆ねじ軸部16aを前記各連結具15のねじ
孔(ナット27)に螺合貫通させることができる。ま
た、各連結具15を、各補強金物1の左右両側板部4間
において、当該連結具15を揺動自在に軸支する支軸
(ボルト28a)の長さ方向に移動可能にして、連結ロ
ッド16の位置を補強金物1に対し左右横方向にずらせ
るようにすることができる。
Further, each connecting member 15 of the brace means 14
Is formed by bending a strip plate into a substantially U shape, and a screw hole (nut 27) is provided in the U-turn portion, and both end reverse screw shaft portions 16 a of the connecting rod 16 are screw holes ( The nut 27) can be screwed through. In addition, each connecting tool 15 is connected between the left and right side plate portions 4 of each reinforcing metal piece 1 so as to be movable in the length direction of a support shaft (bolt 28a) that pivotally supports the connecting tool 15. The position of the rod 16 can be displaced laterally with respect to the reinforcing metal member 1.

【0007】[0007]

【実施例】以下に本発明の好適実施例を添付図に基づい
て説明すると、図1及び図2において、1は補強金物で
あって、側面形状が略直角三角形をなし且つその斜辺相
当箇所のみが開放された中空舟形に1枚の金属板をプレ
ス加工して形成している。しかして当該補強金物1は、
長い垂直取付け板部2と短い水平取付け板部3、及びこ
れら両取付け板部2,3の左右両側辺を夫々つなぐ略直
角三角形の左右両側板部4とから成り、各取付け板部
2,3と左右両側板部4との間の角部5は凸曲面に形成
されるとともに、長い垂直取付け板部2と短い水平取付
け板部3との間の角部6は、前記角部5の凸曲面よりも
大きな半径の凸曲面に形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below with reference to the accompanying drawings. In FIGS. It is formed by pressing a single metal plate into a hollow boat shape that is open. The reinforcing hardware 1 is
Each of the mounting plate portions 2 and 3 is composed of a long vertical mounting plate portion 2 and a short horizontal mounting plate portion 3 and left and right side plate portions 4 of a substantially right triangle that connect the left and right sides of both mounting plate portions 2 and 3, respectively. The corner 5 between the left and right side plate parts 4 is formed into a convex curved surface, and the corner 6 between the long vertical mounting plate part 2 and the short horizontal mounting plate part 3 is a convex part of the corner part 5. It is formed on a convex curved surface having a radius larger than that of the curved surface.

【0008】前記長い垂直取付け板部2には、その長さ
方向等間隔おきに並ぶ3つの取付け用ボルト孔7〜9と
複数個の釘止め用孔10とが設けられ、短い水平取付け
板部3には、1つの取付け用ボルト孔11と複数個の釘
止め用孔12とが設けられ、さらに左右両側板部4に
は、長い垂直取付け板部2と短い水平取付け板部3との
間の挟み角の2等分線上に位置する各1つの部材取付け
孔13が同心状に設けられている。各取付け板部2,3
の取付け用ボルト孔7〜9,11は、外側に突出する短
い筒状周壁部7a〜9a,11aを備えるようにバーリ
ング加工されている。
The long vertical mounting plate portion 2 is provided with three mounting bolt holes 7 to 9 and a plurality of nail fastening holes 10 arranged at equal intervals in the lengthwise direction, and a short horizontal mounting plate portion. 3, one mounting bolt hole 11 and a plurality of nail fastening holes 12 are provided, and the left and right side plate portions 4 are provided between the long vertical mounting plate portion 2 and the short horizontal mounting plate portion 3. Each one member mounting hole 13 located on the bisector of the included angle of is concentrically provided. Each mounting plate part 2, 3
The mounting bolt holes 7 to 9 and 11 are burred so as to have short cylindrical peripheral wall portions 7a to 9a and 11a protruding outward.

【0009】図3において、14は筋交い手段であっ
て、一対の連結具15と両連結具15を有効長さ調整可
能に連結する連結ロッド16とから構成されている。こ
の図3では、布基礎17上にアンカーボルトで固定され
た土台18と、この土台18上に立設された2本の柱1
9と、当該柱19の上に水平に架設された横架材20と
から成る1つの矩形枠構造において、対角位置にある2
組の内隅部間に夫々筋交い手段14が前記補強金物1を
介して張設されている。
In FIG. 3, reference numeral 14 is a brace, which is composed of a pair of connecting members 15 and a connecting rod 16 connecting the connecting members 15 so that their effective lengths can be adjusted. In this FIG. 3, a base 18 fixed by anchor bolts on a cloth foundation 17 and two pillars 1 erected on the base 18
9 and a horizontal frame member 20 that is horizontally installed on the pillar 19 in a rectangular frame structure, which is in a diagonal position 2
Brace means 14 are stretched between the inner corners of the set via the reinforcing metal member 1.

【0010】前記補強金物1の取付け方法を説明する
と、図4〜図6に示すように、補強金物1の長い垂直取
付け板部2を柱19の側面に当接させるとともに短い水
平取付け板部3を土台18の上面または横架材20の下
面に当接させたときに、長い垂直取付け板部2の取付け
用ボルト孔7〜9の全てかまたは選択した1〜2つのボ
ルト孔、例えば図示のように上下両端の2つのボルト孔
7,9と、短い水平取付け板部3の取付け用ボルト孔1
1とに合致するように、柱19と土台18または横架材
20に貫通ボルト孔21〜23を穿設しておく。この貫
通ボルト孔21〜23の直径は、前記各取付け用ボルト
孔7,9,11の周壁部7a,9a,11aを孔端部に
圧入嵌合し得る程度とする。また、使用しない取付け用
ボルト孔8の周壁部8aを柱19の側面に押圧して食い
込ませることが困難な場合は、この取付け用ボルト孔8
の周壁部8aを圧入嵌合し得る程度の浅い孔を加工して
おくこともできる。
The method of mounting the reinforcing metal piece 1 will be described. As shown in FIGS. 4 to 6, the long vertical mounting plate portion 2 of the reinforcing metal piece 1 is brought into contact with the side surface of the column 19 and the short horizontal mounting plate portion 3 is provided. When abutting against the upper surface of the base 18 or the lower surface of the horizontal member 20, all of the mounting bolt holes 7 to 9 of the long vertical mounting plate portion 2 or selected one or two bolt holes, for example, the illustrated bolt holes. The two bolt holes 7 and 9 at the upper and lower ends and the bolt hole 1 for mounting the short horizontal mounting plate 3
Through holes 21 to 23 are formed in the pillar 19 and the base 18 or the horizontal member 20 so as to match No. 1 in FIG. The diameters of the through bolt holes 21 to 23 are set so that the peripheral wall portions 7a, 9a, 11a of the mounting bolt holes 7, 9, 11 can be press-fitted into the hole end portions. Further, when it is difficult to press the peripheral wall portion 8a of the unused mounting bolt hole 8 against the side surface of the column 19 to make it bite, the mounting bolt hole 8 is used.
It is also possible to machine a shallow hole that allows the peripheral wall portion 8a to be press-fitted.

【0011】しかして補強金物1を、その長い垂直取付
け板部2を柱19の側面に当接させるとともに短い水平
取付け板部3を土台18の上面または横架材の下面に当
接させるように、各貫通ボルト孔21〜23の端部に取
付け用ボルト孔7,9,11の周壁部7a,9a,11
aを圧入嵌合させた状態で、各貫通ボルト孔21〜23
と取付け用ボルト孔7,9,11とにわたってボルト2
4a〜26aを挿通し、ナット24b〜26bを螺嵌締
結して、補強金物1を柱19と土台18または柱19と
横架材20の両者に固着する。
Therefore, the reinforcing metal fitting 1 has its long vertical mounting plate portion 2 abutted on the side surface of the pillar 19 and its short horizontal mounting plate portion 3 abutted on the upper surface of the base 18 or the lower surface of the cross member. , The peripheral wall portions 7a, 9a, 11 of the mounting bolt holes 7, 9, 11 at the end portions of the respective through bolt holes 21-23.
In the state where a is press-fitted, each through bolt hole 21-23
And bolt 2 for mounting bolt holes 7, 9 and 11
4a to 26a are inserted and nuts 24b to 26b are screwed and fastened to fix the reinforcing metal member 1 to both the pillar 19 and the base 18 or the pillar 19 and the horizontal member 20.

【0012】筋交い手段14を張設する内隅部に取付け
られた補強金物1には、筋交い手段14の連結具15が
取付けられる。この連結具15は、帯板をU字形に曲げ
加工して成るもので、そのUターン部に設けられた連結
ロッド挿通孔と合致するように当該Uターン部の内側に
ねじ孔形成用ナット27が回転不能に固着されている。
また、この連結具15の両脚板部15a,15bには取
付け孔が同心状に設けられており、当該両脚板部15
a,15bの間隔は、前記補強金物1の左右両側板部4
間の間隔よりも連結ロッド16の半径分以上狭くなって
いる。
A connecting tool 15 of the brace means 14 is attached to the reinforcing metal member 1 attached to the inner corner portion where the brace means 14 is stretched. The connector 15 is formed by bending a band plate into a U shape, and has a screw hole forming nut 27 inside the U-turn portion so as to match the connecting rod insertion hole provided in the U-turn portion. Is fixed so that it cannot rotate.
Further, mounting holes are concentrically provided in both leg plate portions 15a and 15b of the connecting tool 15, and the both leg plate portions 15 are provided.
The distance between a and 15b is equal to the left and right side plate portions 4 of the reinforcing metal member 1.
It is narrower than the space between them by the radius of the connecting rod 16 or more.

【0013】上記連結具15を、その両脚板部15a,
15bを補強金物1の左右両側板部4間に嵌合させた状
態で、当該左右両側板部4の部材取付け孔13と連結具
15の両脚板部15a,15bに設けられている取付け
孔とにわたって支軸としてのボルト28aを挿通し、ナ
ット28bで締結することにより、当該支軸(ボルト2
7a)の周りに揺動可能な状態で、補強金物1に取付け
られる。このとき図示のように、連結具15の両脚板部
15a,15b間において前記支軸(ボルト27a)に
筒状スペーサー29を外嵌させておくことができる。勿
論、この筒状スペーサー29は連結具15側に固着して
おいても良い。
The connecting member 15 is provided with its both leg plate portions 15a,
In the state where 15b is fitted between the left and right side plate portions 4 of the reinforcing metal 1, the member mounting holes 13 of the left and right side plate portions 4 and the mounting holes provided in both leg plate portions 15a and 15b of the connector 15 are formed. A bolt 28a serving as a support shaft is inserted over and is fastened with a nut 28b.
It is attached to the reinforcing metal member 1 so as to be swingable around 7a). At this time, as shown in the drawing, a tubular spacer 29 can be fitted onto the support shaft (bolt 27a) between the leg plate portions 15a and 15b of the connector 15. Of course, the tubular spacer 29 may be fixed to the connecting tool 15 side.

【0014】上記のように連結具15を対角位置にある
両補強金物1に取付けたならば、連結ロッド16で両連
結具15を連結する。この連結ロッド16には、両端か
ら適当長さにわたって互いに逆方向のねじ軸部16aが
形成されており、この両端逆ねじ軸部16aを両連結具
15のナット27(ねじ孔)に螺合させることにより、
当該連結ロッド16により両連結具15を有効長さ調整
可能に連結する。即ち、連結ロッド16を、両連結具1
5を互いに引き寄せる方向に正回転操作し、あるいは両
連結具15を互いに押し出し離間させる方向に逆回転操
作して、当該連結ロッド16の両端に位置する内隅部間
の対角線長さを調整することができる。図3に示す例で
は、2組の対角位置にある各内隅部間に夫々筋交い手段
14が上記のようにして張設されるので、各筋交い手段
14における連結ロッド16を上記のように正逆回転操
作することにより、土台18、柱19、及び横架材20
から成る矩形枠構造体を、各内隅部が直角になるように
調整することができる。
When the connecting tools 15 are attached to the two reinforcing metal fittings 1 at the diagonal positions as described above, the connecting tools 15 are connected by the connecting rods 16. The connecting rod 16 is formed with screw shaft portions 16a in opposite directions from both ends over a proper length, and these both-end reverse screw shaft portions 16a are screwed into the nuts 27 (screw holes) of both connecting tools 15. By
The connecting rod 16 connects the two connecting tools 15 so that the effective length can be adjusted. That is, the connecting rod 16 is connected to both connecting tools 1
5 are rotated in the direction of pulling each other in the forward direction or are rotated in the direction of pushing both couplings 15 away from each other to adjust the diagonal length between the inner corners located at both ends of the coupling rod 16. You can In the example shown in FIG. 3, since the brace means 14 is stretched between the inner corner portions at two diagonal positions as described above, the connecting rod 16 in each brace means 14 is set as described above. By operating the forward and reverse rotations, the base 18, the pillar 19, and the horizontal member 20
The rectangular frame structure consisting of can be adjusted so that each inner corner is at a right angle.

【0015】また、図3に示す例では、2組の対角位置
にある各内隅部間に張設された筋交い手段14の連結ロ
ッド16が、中央部で互いに交差することになる。この
とき、各補強金物1を各内隅部における柱19の幅の中
心位置に取付けても、連結ロッド16どうしが撓んで前
記交差部で互いに圧接し合うことがないように、図6に
示すように、連結具15を補強金物1に対し支軸(ボル
ト28a)の長さ方向に移動させて、各連結ロッド16
の位置を補強金物1に対し左右横方向にずらせることが
できる。勿論、連結具15の位置を補強金物1に対し左
右横方向にずらせることができない構造であれば、補強
金物1を柱19の幅の中心位置に対し左右横方向にずら
して取付ければ良い。
Further, in the example shown in FIG. 3, the connecting rods 16 of the brace means 14 stretched between the two inner corner portions at diagonal positions intersect each other at the central portion. At this time, even if each reinforcing metal piece 1 is attached to the center position of the width of the column 19 at each inner corner, the connecting rods 16 do not bend and press-contact with each other at the intersection, as shown in FIG. As described above, the connecting tool 15 is moved in the length direction of the support shaft (bolt 28a) with respect to the reinforcing metal 1, and each connecting rod 16 is moved.
The position of can be shifted laterally with respect to the reinforcing hardware 1. Of course, in a structure in which the position of the connector 15 cannot be displaced laterally with respect to the reinforcing metal piece 1 in the lateral direction, the reinforcing metal article 1 may be displaced in the lateral direction with respect to the center position of the width of the column 19 and attached. .

【0016】図3に仮想線で示すように、両柱19間の
中央位置に間柱30が立設される場合がある。この場合
には、間柱30に連結ロッド16が通過し得る切り欠き
部を形成する必要が生じるが、この切り欠きにより間柱
30の強度が著しく低下するのを防止するために、例え
ば図7及び図8に示すように、間柱30に設けた切り欠
き部31を補強手段32により補強することができる。
As shown by phantom lines in FIG. 3, a stud 30 may be erected at a central position between the two pillars 19. In this case, it is necessary to form a notch in the stud 30 through which the connecting rod 16 can pass, but in order to prevent the strength of the stud 30 from significantly decreasing due to this notch, for example, FIGS. As shown in FIG. 8, the notch 31 provided on the stud 30 can be reinforced by the reinforcing means 32.

【0017】この補強手段32は、切り欠き部31の入
り口部を閉じる木製閉塞材33と、この閉塞材33を固
定する左右一対の当て板34とから構成されている。前
記木製閉塞材33は、切り欠き部31を形成するために
除去された間柱30の一部分を再利用することができ
る。当て板34には釘止め用孔35やボルト孔36が設
けられており、切り欠き部31の入り口部に嵌合した木
製閉塞材33の両側に当て付けた状態で、その両端部を
間柱30の両側面に釘37やボルトナット38により固
着するとともに中間部を木製閉塞材33の両側面に釘3
9やボルトナット40により固着すれば良い。
The reinforcing means 32 is composed of a wooden block 33 that closes the entrance of the cutout 31 and a pair of left and right pad plates 34 that fix the block 33. The wooden block 33 may reuse a portion of the stud 30 that has been removed to form the cutout 31. Nail holes 35 and bolt holes 36 are provided in the contact plate 34, and both ends of the wooden block 33 fitted into the entrance of the cutout 31 are attached to the stud 30. Is fixed to both side surfaces of the wooden block 33 with nails 37 and bolts and nuts 38 at both sides of the wooden block 33.
It may be fixed with 9 or bolts and nuts 40.

【0018】なお、筋交い手段14の両連結具15を有
効長さ調整可能に連結する連結ロッド16としては、各
外端部が連結具15に回転不能に結合された2本のロッ
ドと、この2本のロッドの内端逆ねじ軸部どうしをター
ンバックルで連結した、ターンバックル構造のものを使
用することもできる。この場合、ターンバックル部分が
筋交い手段14の両端連結具15間の中央位置ではな
く、一方に偏った位置に配置することにより、連結ロッ
ド16が互いに交差する場合でも、ターンバックルを容
易に回転操作することができるし、連結ロッド16の位
置を相互に左右横方向にずらす量が少なくて済む。
The connecting rods 16 for connecting the connecting members 15 of the brace means 14 so that the effective length thereof can be adjusted include two rods whose outer ends are non-rotatably connected to the connecting members 15. It is also possible to use a turnbuckle structure in which two rod inner end reverse screw shafts are connected by a turnbuckle. In this case, by arranging the turnbuckle portion at a position deviated to one side rather than the central position between the both end connecting tools 15 of the brace means 14, even if the connecting rods 16 cross each other, the turnbuckle can be easily rotated. In addition, the amount of shifting the positions of the connecting rods 16 from each other in the lateral direction can be small.

【0019】[0019]

【発明の作用及び効果】以上のように本発明による木造
建築物の筋交い装置によれば、土台や横架材と柱とで形
成される矩形枠構造部分の対角位置にある内隅部間に、
引張力に有効な連結ロッド利用の筋交い(ブレース)を
張設することができるのであるが、本発明の構成によれ
ば、土台や横架材と柱とで形成される前記内隅部に取付
ける金物が、側面形状が略直角三角形をなし且つその斜
辺相当箇所が開放された中空状のものであって、互いに
直角をなす一対の取付け板部とこれら両取付け板部の左
右両側辺を夫々つなぐ略直角三角形の左右両側板部とか
ら成り、各取付け板部には取付け用孔が設けられた補強
金物であるから、筋交いの端部が結合される前記矩形枠
構造部分の内隅部に、当該内隅部を形成する直角両側面
に前記両取付け板部を、取付け用孔とこれを貫通する
釘、ラグスクリュー、ボルトナットなどの固定具により
固着して取付けることにより、土台や横架材と柱との結
合強度を増大させることができる。
As described above, according to the bracing apparatus for a wooden structure according to the present invention, between the inner corner portions at the diagonal positions of the rectangular frame structure portion formed by the pillar or the horizontal member and the pillar. To
A brace using a connecting rod that is effective for pulling force can be stretched, but according to the configuration of the present invention, the brace is attached to the inner corner formed by the base or the horizontal member and the pillar. The metal piece is a hollow metal piece whose side surface has a substantially right-angled triangle shape, and the portion corresponding to the hypotenuse thereof is open, and connects a pair of mounting plate portions forming a right angle to each other and the left and right sides of these mounting plate portions, respectively. It consists of left and right side plate parts of a substantially right triangle, and since each mounting plate part is a reinforcing metal provided with mounting holes, at the inner corner part of the rectangular frame structure part to which the ends of the braces are joined, By mounting both of the mounting plate portions on both right-angled sides forming the inner corner portion with fixing holes and fixing tools such as nails, lag screws, and bolts and nuts that penetrate the mounting holes, a base or a horizontal member The bond strength between the pillar and the pillar Door can be.

【0020】しかも、前記矩形枠構造部分の2組の対角
位置にある内隅部間で壁厚内にたすき掛けに連結ロッド
利用の筋交い(ブレース)を簡単容易に張設することが
できるので、各内隅部に固着される前記補強金物の補強
効果と相まって、前記矩形枠構造部分を左右何れ方向の
水平外力に対しても十分な強度を有するものとし、耐震
性能の高い木造建築物を築造することができる。
Moreover, since the brace using the connecting rod can be stretched easily and easily in the wall thickness between the two inner corners of the rectangular frame structure portion at diagonal positions. , In combination with the reinforcing effect of the reinforcing metal member fixed to each inner corner, the rectangular frame structure portion has sufficient strength against horizontal external force in either the left or right direction, and a wooden building with high earthquake resistance performance is obtained. Can be built.

【0021】なお、請求項2に記載の構成によれば、筋
交いの端部を矩形枠構造部分の内隅部に結合させるため
の補強金物が、金属板を溶接して形成した場合のような
角がなく、応力が集中する両取付け板部間の角部が3次
元曲面によって形成されることになるので、当該補強金
物の両取付け板部が取付けられている互いに直角の両部
材(土台と柱、柱と横架材など)に、地震などにより相
対的な曲げ力や捩じり力などが作用したときも、その曲
げ方向の如何を問わずに当該曲げ力や捩じり力を補強金
物の略全域に分散させて、応力集中を伴わずに対抗する
ことができる。従って、従来の補強金物と比較して耐震
効果を大幅に向上させることができる。
According to the second aspect of the invention, the reinforcing metal member for connecting the end portion of the brace to the inner corner portion of the rectangular frame structure portion is formed by welding a metal plate. Since there is no corner and the corner between both mounting plate parts where stress is concentrated is formed by a three-dimensional curved surface, both the members at right angles to each other (the base and When a relative bending force or twisting force is applied to a column, a column and a horizontal material, etc. due to an earthquake, etc., the bending force and the twisting force are reinforced regardless of the bending direction. It is possible to disperse the metal parts in almost all areas and to counter them without concentration of stress. Therefore, it is possible to significantly improve the seismic resistance effect as compared with the conventional reinforcing hardware.

【0022】また、請求項3に記載の構成によれば、各
取付け板部の取付け用孔(ボルト孔)にバーリング加工
で形成された短い筒状周壁部を、柱などに設けられたボ
ルト挿通孔の端部に圧入させるようにして、当該補強金
物とこれが取付けられた柱などとの間の剪断抵抗力を増
大させることができ、より一層、耐震効果を高めること
ができる。
According to the third aspect of the invention, the short cylindrical peripheral wall portion formed by burring is formed in the mounting hole (bolt hole) of each mounting plate portion by the bolt insertion provided on the pillar or the like. By press-fitting into the end of the hole, it is possible to increase the shearing resistance between the reinforcing metal and the column or the like to which the reinforcing metal is attached, and to further enhance the seismic resistance.

【0023】さらに請求項4に記載されたように、各取
付け板部の取付け用孔として、ボルト孔と釘止め用孔と
を設けるときは、ボルトを使用できない状況においても
釘を利用して補強金物を取付けることができるだけでな
く、補強金物を釘により所定位置に仮止めすることがで
き、取付け作業を容易に行える。
Further, when a bolt hole and a nail fixing hole are provided as the mounting holes of each mounting plate portion as described in claim 4, the nail is reinforced even when the bolt cannot be used. Not only can the metal fitting be attached, but the reinforcing metal fitting can be temporarily fixed at a predetermined position with a nail, which facilitates the mounting work.

【0024】また、請求項5に記載の構成によれば、タ
ーンバックル式の連結ロッドを使用する場合と比較し
て、筋交い手段の構成がシンプルになり、しかも筋交い
をたすき掛けに張設する場合でも、嵩張るターンバック
ルがないので、壁厚内に容易に筋交いを収めることがで
きる。
According to the fifth aspect of the present invention, the structure of the brace means is simpler than the case where the turnbuckle type connecting rod is used, and moreover, the brace is stretched around the cross. However, since there is no bulky turnbuckle, the braces can be easily accommodated within the wall thickness.

【0025】さらに請求項6に記載のように、連結ロッ
ドの位置を補強金物に対し左右横方向にずらせるように
することにより、たすき掛けに筋交いを張設する場合で
も、補強金物は常に柱の中心位置に取付けることがで
き、しかも連結ロッドどうしが交差する部分で互いに圧
接して回転操作し難くなるというような不都合を生じさ
せないで済む。
Further, as described in claim 6, by displacing the position of the connecting rod in the lateral direction with respect to the reinforcing metal object, the reinforcing metal object is always supported by the pillar even when the braces are stretched on the rack. It can be mounted at the center position of the connecting rods, and it is possible to avoid the inconvenience that the rotating operation becomes difficult because the connecting rods are pressed against each other at the intersecting portions.

【図面の簡単な説明】[Brief description of drawings]

【図1】 A図は補強金物の正面図、B図は同補強金物
の側面図である。
FIG. 1 is a front view of a reinforcing metal article, and FIG. 1 is a side view of the reinforcing metal article.

【図2】 A図は図1AのA−A線断面図、B図は図1
BのB−B線断面図である。
2 is a sectional view taken along line AA in FIG. 1A, and FIG.
It is the BB sectional view taken on the line of B.

【図3】 筋交い装置の使用例を示す概略正面図であ
る。
FIG. 3 is a schematic front view showing a usage example of the brace apparatus.

【図4】 図3の丸で囲った部分の拡大縦断正面図であ
る。
FIG. 4 is an enlarged vertical sectional front view of a circled portion in FIG.

【図5】 同部分の拡大側面図である。FIG. 5 is an enlarged side view of the same portion.

【図6】 たすき掛けに張設された筋交いの各下端部分
を示す拡大平面図である。
FIG. 6 is an enlarged plan view showing each lower end portion of a brace stretched around a cross.

【図7】 A図は連結ロッドのために切り欠かれた間柱
とその補強手段とを示す分解側面図であり、B図は補強
手段を取付けた状態を示す側面図である。
FIG. 7 is an exploded side view showing a stud cut out for a connecting rod and its reinforcing means, and FIG. 7 is a side view showing a state in which the reinforcing means is attached.

【図8】 図7Bの横断拡大平面図である。FIG. 8 is a cross-sectional enlarged plan view of FIG. 7B.

【符号の説明】 1 補強金物 2 長い垂直取付け板部 3 短い水平取付け板部 4 左右両側板部 5,6 凸曲面から成る角部 7〜9 取付け用ボルト孔(取付け用孔) 7a〜9a 短い筒状周壁部 10,12 釘止め用孔(取付け用孔) 11 取付け用ボルト孔取付け用孔) 11a 短い筒状周壁部 13 部材取付け孔 14 筋交い手段 15 連結具 16 連結ロッド 18 土台 19 柱 20 横架材 24a〜26a ボルト 28a ボルト 29 スペーサー 30 間柱 31 切り欠き部 32 補強手段 33 木製閉塞材 34 当て板[Explanation of symbols] 1 Reinforcing hardware 2 Long vertical mounting plate part 3 Short horizontal mounting plate part 4 Left and right side plate parts 5, 6 Corners consisting of convex curved surface 7-9 Mounting bolt holes (mounting holes) 7a-9a Short Cylindrical peripheral wall part 10, 12 Nail fastening hole (mounting hole) 11 Mounting bolt hole mounting hole) 11a Short cylindrical peripheral wall part 13 Member mounting hole 14 Bracing means 15 Connecting tool 16 Connecting rod 18 Base 19 Pillar 20 Horizontal Frame materials 24a to 26a Bolts 28a Bolts 29 Spacers 30 Spares 31 Notches 32 Reinforcing means 33 Wooden blockers 34 Patch plates

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】土台や横架材と柱などで形成される矩形枠
構造部分の対角位置にある内隅部に固着される一対の補
強金物と、筋交い手段とからなり、 各補強金物は、側面形状が略直角三角形をなし且つその
斜辺相当箇所が開放された中空状のものであって、互い
に直角をなす一対の取付け板部とこれら両取付け板部の
左右両側辺を夫々つなぐ略直角三角形の左右両側板部と
から成り、各取付け板部には取付け用孔が設けられ、 筋交い手段は、各補強金物の左右両側板部間に揺動可能
に軸支される連結具と、これら両連結具を有効長さ調整
可能に連結する連結ロッドとから成る木造建築物の筋交
い装置。
1. A reinforcing member comprising a pair of reinforcing metal members fixed to diagonally inner corners of a rectangular frame structure portion formed of a base or a horizontal member and a pillar, and a bracing means. , A hollow shape whose side surface is a substantially right triangle and whose hypotenuse is open, and a pair of mounting plates that form a right angle with each other and a right angle that connects the left and right sides of these mounting plates. It consists of left and right triangular plate parts, each mounting plate part is provided with a mounting hole, and the bracing means is a connecting tool that pivotally supports between the left and right plate parts of each reinforcing metal. A bracing device for a wooden building, which comprises a connecting rod that connects both connecting members so that the effective length can be adjusted.
【請求項2】各補強金物が、側面形状が略直角三角形を
なし且つその斜辺相当箇所のみが開放された中空舟形に
1枚の金属板をプレス加工して形成したものであって、
各取付け板部と左右両側板部との間の角部及び両取付け
板部間の角部は凸曲面に形成されている請求項1に記載
の木造建築物の筋交い装置。
2. Each reinforcing metal member is formed by pressing one metal plate into a hollow boat shape whose side surface has a substantially right-angled triangle shape and whose hypotenuse is open.
The bracing apparatus for a wooden building according to claim 1, wherein a corner portion between each mounting plate portion and both left and right side plate portions and a corner portion between both mounting plate portions are formed into convex curved surfaces.
【請求項3】各取付け板部の取付け用孔として、外側に
突出する短い筒状周壁部を備えるようにバーリング加工
されたボルト孔が設けられている請求項1または2に記
載の木造建築物の筋交い装置。
3. The wooden building according to claim 1, wherein the mounting hole of each mounting plate portion is provided with a burring bolt hole having a short cylindrical peripheral wall portion protruding outward. Brace device.
【請求項4】各取付け板部の取付け用孔として、ボルト
孔と釘止め用孔とが設けられている請求項1〜3の何れ
かに記載の木造建築物の筋交い装置。
4. A bracing apparatus for a wooden building according to claim 1, wherein a bolt hole and a nailing hole are provided as the mounting holes of each mounting plate portion.
【請求項5】筋交い手段の各連結具は、帯板を略U字形
に曲げ加工したもので、そのUターン部にねじ孔が設け
られ、連結ロッドの両端逆ねじ軸部が前記各連結具のね
じ孔に螺合貫通している請求項1〜4の何れかに記載の
木造建築物の筋交い装置。
5. Each connecting member of the brace means is a band plate bent into a substantially U shape, and a screw hole is provided in the U-turn portion, and the opposite screw shaft portions at both ends of the connecting rod are the connecting members. 5. The bracing device for a wooden building according to claim 1, wherein the bracing device is screwed through the screw hole.
【請求項6】筋交い手段の連結具が、各補強金物の左右
両側板部間において、当該連結具を揺動自在に軸支する
支軸の長さ方向に移動可能であって、連結ロッドの位置
を補強金物に対し左右横方向にずらせるようにした請求
項1〜5の何れかに記載の木造建築物の筋交い装置。
6. A connecting member of a bracing means is movable between the left and right side plate portions of each reinforcing metal member in the longitudinal direction of a support shaft which swingably supports the connecting member, and The bracing apparatus for a wooden building according to any one of claims 1 to 5, wherein the position is shifted laterally with respect to the reinforcing hardware.
JP17290295A 1995-06-14 1995-06-14 Bracing equipment for wooden buildings Expired - Lifetime JP3290564B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17290295A JP3290564B2 (en) 1995-06-14 1995-06-14 Bracing equipment for wooden buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17290295A JP3290564B2 (en) 1995-06-14 1995-06-14 Bracing equipment for wooden buildings

Publications (2)

Publication Number Publication Date
JPH08338071A true JPH08338071A (en) 1996-12-24
JP3290564B2 JP3290564B2 (en) 2002-06-10

Family

ID=15950464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17290295A Expired - Lifetime JP3290564B2 (en) 1995-06-14 1995-06-14 Bracing equipment for wooden buildings

Country Status (1)

Country Link
JP (1) JP3290564B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177173A (en) * 1995-12-25 1997-07-08 Tadashi Iwata Bracing of wooden building and brace structure
JP2008297849A (en) * 2007-06-01 2008-12-11 Daiwa House Ind Co Ltd Brace mounting structure in wooden framework structure
JP2020122358A (en) * 2019-01-31 2020-08-13 積水ハウス株式会社 Load-bearing wall

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3108104U (en) 2004-09-21 2005-04-07 要 西原 Book stand

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177173A (en) * 1995-12-25 1997-07-08 Tadashi Iwata Bracing of wooden building and brace structure
JP2008297849A (en) * 2007-06-01 2008-12-11 Daiwa House Ind Co Ltd Brace mounting structure in wooden framework structure
JP2020122358A (en) * 2019-01-31 2020-08-13 積水ハウス株式会社 Load-bearing wall

Also Published As

Publication number Publication date
JP3290564B2 (en) 2002-06-10

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