JP2011006889A - Reinforcing fitting for wooden building - Google Patents

Reinforcing fitting for wooden building Download PDF

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JP2011006889A
JP2011006889A JP2009150490A JP2009150490A JP2011006889A JP 2011006889 A JP2011006889 A JP 2011006889A JP 2009150490 A JP2009150490 A JP 2009150490A JP 2009150490 A JP2009150490 A JP 2009150490A JP 2011006889 A JP2011006889 A JP 2011006889A
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reinforcing
plate
column
metal fitting
fitting body
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Hiroaki Furukawa
浩昭 古川
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Kunimoto Shokai Co Ltd
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Kunimoto Shokai Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcing fitting which effectively increases pull-out strength of a column 5 with respect to a bedsill of a wooden building and a beam thereof.SOLUTION: This reinforcing fitting includes a reinforcing fitting body 1 which is attached to an internal corner portion between the column 5 and the bedsill 4 or the beam, and a reinforcing plate 2; the reinforcing fitting body 1 comprises vertical and horizontal plate portions 6 and 7 which abut on both perpendicular side surfaces of the internal corner portion, and which are fixed by means of fixing implements (coach screws 19 and 21 and anchor bolts and nuts 18 and 23), respectively; and the reinforcing plate 2, which is made of a strip-shaped plate long in the length direction of the column 5, comprises an overlap portion 13 which overlaps a vertical plate portion 6 of the reinforcing fitting body 1 and which is fixed to the column 5 by means of the fixing implement (the coach screw 19) for fixing the vertical plate portion 6 to the column, and an extended portion 14 which is directly fixed to the column 5 by means of a fixing implement (a coach screw 20).

Description

本発明は、木造建築物の柱、土台、梁などで矩形状に構成される壁用枠組みに対する補強金具に関するものである。   The present invention relates to a reinforcing metal fitting for a wall frame configured in a rectangular shape by pillars, foundations, beams and the like of a wooden building.

この種の木造建築物の補強金具として、特許文献1に記載されるように、柱と土台又は梁との間の入隅部に取り付けられる側面形状がほぼ直角三角形状の補強金具が知られている。この補強金具は、前記入隅部の直角両側面に当接する垂直板部と水平板部、及びこれら垂直板部と水平板部の側辺どうしを連結一体化する左右両側板部から袋状に形成されたものであって、その垂直板部と柱の側面とは、一般的にコーチスクリュー(ラグスクリューとも称される)と称される複数本の止め具によって固着される。   As described in Patent Document 1, there is known a reinforcing bracket having a substantially right-angled triangular side surface attached to a corner between a column and a base or a beam as a reinforcing bracket for a wooden building of this type. Yes. This reinforcing metal fitting is formed into a bag shape from a vertical plate portion and a horizontal plate portion that are in contact with both right-angle side surfaces of the entrance corner portion, and left and right side plate portions that connect and integrate the sides of the vertical plate portion and the horizontal plate portion. The vertical plate portion and the side surface of the column are fixed by a plurality of stoppers generally called a coach screw (also referred to as a lag screw).

特開平08−338071号公報Japanese Patent Laid-Open No. 08-338071

上記のような従来の補強金具は、対角方向に位置する2つの入隅部に固着された2つの補強金具どうしをブレースで連結して補強する形態での使用時には、各入隅部に対するブレースの取付け強度を確保できれば良いので、補強金具の垂直板部と柱間、及び水平板部と土台や梁間の固着に使用される止め具の本数は従来のもので十分であったが、柱と土台又は梁との間の柱長さ方向の相対的な引き抜き強度(ほぞ抜け強度)を増大させるためには、補強金具の特に垂直板部と柱とを固着する止め具の本数が不足していた。この問題点を解決するためには、前記垂直板部の面積を大きくして止め具挿通孔の個数を増やすことが考えられるが、補強金具全体が大きくなり、大幅なコストアップを免れない。   The conventional reinforcing bracket as described above has a brace for each corner when used in a form in which two reinforcing brackets fixed to two corners positioned diagonally are connected by braces and reinforced. The number of fasteners used for fixing between the vertical plate part and the column of the reinforcing bracket and between the horizontal plate part and the base or beam was sufficient with the conventional one. In order to increase the relative pull-out strength (tensile strength) in the length direction of the column between the base or the beam, the number of fasteners that fix the vertical plate part and the column to the reinforcing bracket is insufficient. It was. In order to solve this problem, it is conceivable to increase the area of the vertical plate portion and increase the number of stopper insertion holes, but the entire reinforcing metal fitting becomes large, and a significant increase in cost is inevitable.

本発明は、上記のような従来の問題点を解消することのできる木造建築物の補強金具を提案するものであって、請求項1に記載の本発明に係る木造建築物の補強金具は、後述する実施形態の参照符号を付して示すと、柱5と土台4又は梁との間の入隅部に取り付けられた補強金具本体1と補強板2とから成り、補強金具本体1は、前記入隅部の直角両側面に当接してそれぞれ止め具(コーチスクリュー19,21,アンカーボルトナット18,23)により固着された垂直板部6と水平板部7とを有し、補強板2は、前記柱5の長さ方向に長い帯状板から成るもので、補強金具本体1の前記垂直板部6に重なり且つこの垂直板部6を柱に固着する止め具(コーチスクリュー19)により柱5に固着される重なり部分13と、柱5に直接止め具(コーチスクリュー20)により固着される延出部分14とを備えた構成になっている。   The present invention proposes a reinforcing member for a wooden building that can solve the conventional problems as described above, and the reinforcing member for a wooden building according to the present invention according to claim 1, A reference numeral of an embodiment to be described later is attached and shown, and includes a reinforcing metal fitting body 1 and a reinforcing plate 2 attached to a corner between a column 5 and a base 4 or a beam. The reinforcing plate 2 includes a vertical plate portion 6 and a horizontal plate portion 7 which are in contact with right-angled side surfaces of the entrance corner portion and fixed by stoppers (coach screws 19 and 21, anchor bolt nuts 18 and 23), respectively. Is composed of a strip-like plate that is long in the length direction of the column 5, and the column is formed by a stopper (coach screw 19) that overlaps the vertical plate portion 6 of the reinforcing metal fitting body 1 and fixes the vertical plate portion 6 to the column. Overlapping part 13 fixed to 5 and a stop directly on pillar 5 It has a configuration in which a extended portion 14 which is secured by the coach screw 20).

上記本発明を実施する場合、補強金具本体1が、垂直板部6の左右両側辺と水平板部7の左右両側辺とを連結する左右両側板部8a,8bを備えた袋状に構成されているときには、請求項2に記載のように、補強板2は、その延出部分14の幅を有する帯状板の前記重なり部分13となる領域の両側辺(湾曲側辺部2a,2b)を、補強金具本体1の前記左右両側板部8a,8b間に嵌合するように内側に曲げ加工することができる。   When the present invention is carried out, the reinforcing metal fitting body 1 is configured in a bag shape having left and right side plate portions 8a and 8b that connect the left and right sides of the vertical plate portion 6 and the left and right sides of the horizontal plate portion 7. In this case, as described in claim 2, the reinforcing plate 2 has both sides (curved side portions 2a and 2b) of the region to be the overlapping portion 13 of the belt-like plate having the width of the extending portion 14. Further, it can be bent inward so as to fit between the left and right side plate portions 8a, 8b of the reinforcing metal fitting body 1.

又、請求項3に記載のように、補強金具本体1の垂直板部6と補強板2の重なり部分13とに同心状に設けられた複数の止め具挿通孔10,16と、補強板2の延出部分14に設けられた複数の止め具挿通孔17とは、柱5の両側に同一構造の補強金具が取り付けられた時の各補強金具の止め具(コーチスクリュー19、20)が重ならないように、補強板2の長さ方向の中心線に対して左右非対称に配列することができる。   According to a third aspect of the present invention, the plurality of stopper insertion holes 10 and 16 provided concentrically in the vertical plate portion 6 of the reinforcing metal fitting body 1 and the overlapping portion 13 of the reinforcing plate 2, and the reinforcing plate 2 The plurality of stopper insertion holes 17 provided in the extended portion 14 of the extension part 14 are the same as the stoppers (coach screws 19, 20) of the respective reinforcing brackets when the reinforcing brackets having the same structure are attached to both sides of the column 5. Therefore, the reinforcing plates 2 can be arranged asymmetrically with respect to the center line in the length direction.

又、請求項4に記載のように、補強板2の延出部分14に設けられた複数の止め具挿通孔17は、その孔周囲に柱に食い込む短筒状壁17aをバーリング加工により形成することができる。   Further, as described in claim 4, the plurality of stopper insertion holes 17 provided in the extending portion 14 of the reinforcing plate 2 form a short cylindrical wall 17a that bites into a column around the hole by burring. be able to.

更に、請求項5に記載のように、補強金具本体1の水平板部7には、土台4にアンカーボルト18で固着するためのボルト孔11と、このボルト孔11の周囲に配置された複数の止め具挿通孔12とを設け、前記ボルト孔11を貫通するアンカーボルト18に螺嵌するナット23は、前記アンカーボルト18に嵌合されたパイプ座金22により、前記止め具挿通孔12に挿通される止め具(コーチスクリュー21)の頭部より高いレベルで支持するように構成することができる。   Further, as described in claim 5, the horizontal plate portion 7 of the reinforcing metal fitting body 1 has a bolt hole 11 for fixing to the base 4 with the anchor bolt 18, and a plurality of bolt holes 11 arranged around the bolt hole 11. And a nut 23 screwed into an anchor bolt 18 penetrating the bolt hole 11 is inserted into the stopper insertion hole 12 by a pipe washer 22 fitted to the anchor bolt 18. It can comprise so that it may support at a level higher than the head of the stopper (coach screw 21).

請求項1に記載の本発明の木造建築物の補強金具によれば、補強金具本体として従来周知の補強金具をそのまま利用し、これに補強板を追加して、補強金具全体としての柱に対する止め具の本数を大幅に増大させ、延いては、柱と土台又は梁との間の柱長さ方向の相対的な引き抜き強度(ほぞ抜け強度)を大幅に増大させることができる。しかも、補強板を補強金具本体の垂直板部に結合する手段は、当該補強金具本体の垂直板部を柱に固着する止め具によって兼用させるものであって、使用前に補強金具本体に補強板を連結一体化しておく作業や専用の部品が不要である。勿論、単に入隅部にブレースの端部を連結するために補強金具を使用するときには、補強板を併用しないで補強金具本体のみを従前通りに使用すれば良く、コストを低く抑えることができる。   According to the reinforcing member for a wooden building of the present invention as set forth in claim 1, a conventionally known reinforcing member is used as it is as a reinforcing member body, and a reinforcing plate is added to the reinforcing member so as to stop the column as a whole reinforcing member. The number of tools can be greatly increased, and as a result, the relative pull-out strength in the length direction of the column between the column and the base or beam (tenon strength) can be greatly increased. In addition, the means for coupling the reinforcing plate to the vertical plate portion of the reinforcing metal fitting body is to share the vertical plate portion of the reinforcing metal fitting body with a stopper that is fixed to the column. There is no need for the work of connecting and unifying and dedicated parts. Of course, when the reinforcing metal fitting is simply used to connect the end portion of the brace to the corner, it is only necessary to use the reinforcing metal fitting body as usual without using the reinforcing plate, and the cost can be kept low.

尚、請求項2に記載の構成によれば、補強板の重なり部分の曲げ強度が増大するだけでなく、補強板の重なり部分となる領域の両側辺の切欠き加工を無くしながら、当該補強板の柱に直接止め具で固着される延出部分の幅は広くして、必要な個数の止め具挿通孔を無理なく容易に穿設することができる   In addition, according to the structure of Claim 2, not only the bending strength of the overlap part of a reinforcement board increases, but the said reinforcement board, while eliminating the notch process of the both sides of the area | region used as the overlap part of a reinforcement board The width of the extension part directly fixed to the pillar with the stopper can be widened, and the necessary number of stopper insertion holes can be easily drilled without difficulty.

又、請求項3に記載の構成によれば、柱の両側に同一構造の補強金具を取り付ける場合でも、柱の太さから許容される最大長さの止め具を所期通りの本数だけ使用することができ、柱を貫通して両側の補強金具(補強板を含む)どうしを共締めする長尺のボルトナットを多数本使用して柱の強度を低下させたり、柱の幅の半分以下の短い止め具を使用して本来の引き抜き強度が得られなくなるというようなことがない。   Moreover, according to the structure of Claim 3, even when attaching the reinforcement metal fitting of the same structure on both sides of a pillar, only the expected number of stops of the maximum length permitted from the thickness of a pillar is used. It is possible to reduce the strength of the column by using a number of long bolts and nuts that pass through the column and tighten the reinforcing brackets (including the reinforcing plate) on both sides together, or less than half the column width There is no case where the original pulling strength cannot be obtained by using a short stopper.

又、請求項4に記載の構成によれば、柱に食い込む短筒状壁の存在により、柱に対する補強板の延出部分の柱長さ方向の固着強度を高めることができるので、補強板の延出部分に設けられる止め具挿通孔の数を減らし、延いては使用する止め具の本数を減らしてコストダウンを図ることができる。   Further, according to the configuration of the fourth aspect, the presence of the short cylindrical wall that bites into the column can increase the fixing strength of the extending portion of the reinforcing plate to the column in the column length direction. Costs can be reduced by reducing the number of stopper insertion holes provided in the extending portion, and thus reducing the number of stoppers to be used.

更に、請求項5に記載の構成によれば、補強金具本体の水平板部をアンカーボルトで土台に固着するだけでなく、このアンカーボルトの周囲で当該水平板部を所要本数の止め具により土台に固着することができる。即ち、土台に対する補強金具本体の水平板部の固着強度も大幅に高めることができるのであるが、ボルト孔の周囲に止め具挿通孔を接近させて配設することができ、止め具をアンカーボルトと併用するために補強金具本体の水平板部の面積を大きくする必要がないので、補強金具本体のコストアップを抑えることができる。   Furthermore, according to the structure of claim 5, not only the horizontal plate portion of the reinforcing metal fitting body is fixed to the base with the anchor bolt, but also the horizontal plate portion is fixed to the base around the anchor bolt by the required number of fasteners. It can be fixed to. That is, although the fixing strength of the horizontal plate portion of the reinforcing metal fitting body to the base can be significantly increased, the stopper insertion hole can be arranged close to the bolt hole, and the stopper can be attached to the anchor bolt. Therefore, it is not necessary to increase the area of the horizontal plate portion of the reinforcing metal fitting body, so that an increase in the cost of the reinforcing metal fitting body can be suppressed.

本発明の一実施例を示す縦断正面図である。It is a vertical front view which shows one Example of this invention. 図1の縦断右側面図である。It is a vertical right view of FIG. 図1の横断平面図である。It is a cross-sectional plan view of FIG. A図は補強金具本体の縦断正面図、B図は同右側面図である。Fig. A is a longitudinal front view of a reinforcing metal fitting body, and Fig. B is a right side view thereof. 同上補強金具本体の平面図である。It is a top view of a reinforcement metal fitting main body same as the above. A図は補強板の右側面図、B図は同正面図である。Fig. A is a right side view of the reinforcing plate, and Fig. B is a front view thereof. A図は同上補強板の平面図、B図は図6AのX−X線断面図である。Fig. A is a plan view of the same reinforcing plate, and Fig. B is a sectional view taken along line XX of Fig. 6A. A図は補強板の変形例を示す右側面図、B図は同正面図である。Fig. A is a right side view showing a modification of the reinforcing plate, and Fig. B is a front view thereof.

図1〜図3において、1は補強金具本体、2は補強板、3は布基礎、4は布基礎3の上に水平に固定された土台、5は土台4の上に直角に立設された柱である。補強金具本体1は、図4及び図5に示すように、垂直板部6、この垂直板部6の下端から直角に連設され且つ垂直板部6より長さの短い水平板部7、垂直板部6の左右両側辺と水平板部7の左右両側辺とを連結するほぼ直角三角形の左右両側板部8a,8bとから構成されたもので、1枚の金属板をプレス加工により袋状に一体成形されている。従って、各構成板部6〜8b間の入隅部は、適当な半径の円弧形に成形されている。   1 to 3, 1 is a reinforcing metal fitting body, 2 is a reinforcing plate, 3 is a cloth foundation, 4 is a foundation fixed horizontally on the cloth foundation 3, and 5 is erected on the foundation 4 at a right angle. It is a pillar. As shown in FIGS. 4 and 5, the reinforcing metal fitting body 1 includes a vertical plate portion 6, a horizontal plate portion 7 that is connected to the lower end of the vertical plate portion 6 at a right angle and is shorter than the vertical plate portion 6, and a vertical plate. It is composed of right and left side plates 8a and 8b that are substantially right-angled triangles connecting the left and right sides of the plate 6 and the left and right sides of the horizontal plate 7, and is formed into a bag shape by pressing one metal plate. Are integrally molded. Accordingly, the corners between the constituent plate portions 6 to 8b are formed in an arc shape with an appropriate radius.

補強金具本体1の垂直板部6には、その長さ方向に適当間隔おきに複数(3個)のボルト孔9と、垂直板部6の長さ方向と幅方向に適当間隔おきに複数(5個)の止め具挿通孔10が設けられている。この複数の止め具挿通孔10は、ボルト孔9の中心を通る垂直板部6の長さ方向の中心線に対して左右非対称に配置されている。補強金具本体1の水平板部7には、1つのボルト孔11と、このボルト孔11を取り囲むように設けられた複数(4個)の止め具挿通孔12が設けられている。前記各ボルト孔9,11は、各孔の周囲から外向きに突出する短筒状壁9a,11aが垂直板部6及び水平板部7に対するバーリング加工により一体成形されている。   In the vertical plate portion 6 of the reinforcing metal fitting 1, a plurality (three) of bolt holes 9 are arranged at appropriate intervals in the length direction, and a plurality (at intervals of appropriate intervals in the length direction and width direction of the vertical plate portion 6 ( (Five) stopper insertion holes 10 are provided. The plurality of stopper insertion holes 10 are arranged asymmetrically with respect to the center line in the length direction of the vertical plate portion 6 passing through the center of the bolt hole 9. The horizontal plate portion 7 of the reinforcing metal fitting 1 is provided with one bolt hole 11 and a plurality of (four) stopper insertion holes 12 provided so as to surround the bolt hole 11. The bolt holes 9 and 11 are integrally formed by burring the vertical plate portion 6 and the horizontal plate portion 7 with short cylindrical walls 9a and 11a protruding outward from the periphery of the holes.

補強板2は、図6及び図7に示すように、補強金具本体1の幅(左右両側板部8の外側面間の間隔)とほぼ等しい幅で且つ補強金具本体1の垂直板部6の長さ(高さ)の2倍近い長さの金属製帯状板から成るもので、その下半部の左右両側辺が同一側に円弧形に湾曲せしめられて湾曲側辺部2a,2bして、当該下半部の幅を、補強金具本体1の垂直板部6の内側に重ねることができるように狭めている。而して、この補強板2の湾曲側辺部2a,2bを備えた下半部が、補強金具本体1の垂直板部6に重なる重なり部分13を構成し、湾曲側辺部2a,2bを持たない幅広の上半部が、補強金具本体1の垂直板部6から外側に延出する延出部分14を構成している。   As shown in FIGS. 6 and 7, the reinforcing plate 2 has a width substantially equal to the width of the reinforcing metal fitting body 1 (interval between the outer surfaces of the left and right side plate portions 8) and the vertical plate portion 6 of the reinforcing metal fitting body 1. It consists of a metal strip having a length nearly twice as long as its length (height), and the left and right sides of its lower half are curved in an arc shape on the same side so that the curved side portions 2a and 2b Thus, the width of the lower half portion is narrowed so that it can be overlapped inside the vertical plate portion 6 of the reinforcing metal fitting body 1. Thus, the lower half of the reinforcing plate 2 provided with the curved side portions 2a and 2b constitutes an overlapping portion 13 that overlaps the vertical plate portion 6 of the reinforcing metal fitting body 1, and the curved side portions 2a and 2b are formed. The wide upper half portion that does not have the extending portion 14 extends outward from the vertical plate portion 6 of the reinforcing metal fitting body 1.

補強板2の重なり部分13には、この重なり部分13を補強金具本体1の垂直板部6の内側に重ねたとき、当該垂直板部6に設けられている各ボルト孔9及び各止め具挿通孔10と同心状に重なるように、複数(3個)のボルト孔15と複数(5個)の止め具挿通孔16が設けられ、延出部分14には、この補強板2の長さ方向と幅方向に適当間隔おきに複数(10個)の止め具挿通孔17が設けられている。この止め具挿通孔17も、補強金具本体1の垂直板部6に設けられた止め具挿通孔10と同様に、当該補強板2の長さ方向の中心線に対して左右非対称に配置されている。   When the overlapping portion 13 of the reinforcing plate 2 is overlapped inside the vertical plate portion 6 of the reinforcing metal fitting body 1, each bolt hole 9 and each stopper inserted in the vertical plate portion 6 are inserted. A plurality (three) of bolt holes 15 and a plurality (five) of stopper insertion holes 16 are provided so as to be concentrically overlapped with the hole 10, and the extending portion 14 has a length direction of the reinforcing plate 2. A plurality of (ten) stopper insertion holes 17 are provided at appropriate intervals in the width direction. Similarly to the stopper insertion hole 10 provided in the vertical plate portion 6 of the reinforcing metal fitting 1, the stopper insertion hole 17 is also arranged asymmetrically with respect to the longitudinal center line of the reinforcing plate 2. Yes.

上記構成の補強金具本体1と補強板2の使用方法について説明すると、図1〜図3に示すように、柱5に対して所定間隔だけ離れた位置で土台4の幅方向の中心位置を垂直に貫通するように予め配設されたアンカーボルト18が、補強金具本体1の水平板部7のボルト孔11を貫通するように、補強金具本体1を土台4と柱5との間の入隅部に配置する。この状態で、補強金具本体1の垂直板部6の内側に補強板2の重なり部分13を重ねて、垂直板部6側の各止め具挿通孔10と補強板2側の止め具挿通孔16とを同心状に重ね合わせる。そして、互いに重なった各止め具挿通孔10,16から柱5に向かって止め具としてのコーチスクリュー19を打ち込み、補強板2の重なり部分13と補強金具本体1の垂直板部6とを共通のコーチスクリュー19により柱5の側面に固着する。このとき、補強金具本体1の垂直板部6の各ボルト孔9から外向きに突出している短筒状壁9aが柱5の側面に食い込んで、当該垂直板部6の外側面が柱5の側面に面接触することになるが、柱5の側面に短筒状壁9aが嵌合する凹部を前以って刻設しておいても良い。又、補強金具本体1における垂直板部6と補強板2の重なり部分13との面接触を、湾曲側辺部2a,2bが阻害しないように構成されている。   Explaining how to use the reinforcing metal fitting body 1 and the reinforcing plate 2 configured as described above, as shown in FIG. 1 to FIG. The reinforcing bracket body 1 is inserted between the base 4 and the column 5 so that the anchor bolts 18 that are arranged in advance through the bolt holes 11 of the horizontal plate portion 7 of the reinforcing bracket body 1 are inserted. Placed in the section. In this state, the overlapping portion 13 of the reinforcing plate 2 is overlapped on the inner side of the vertical plate portion 6 of the reinforcing metal fitting 1, so that the stopper insertion holes 10 on the vertical plate portion 6 side and the stopper insertion holes 16 on the reinforcement plate 2 side are overlapped. And concentrically. Then, a coach screw 19 as a stopper is driven from the respective stopper insertion holes 10, 16 that overlap each other toward the column 5, and the overlapping portion 13 of the reinforcing plate 2 and the vertical plate portion 6 of the reinforcing metal fitting body 1 are connected in common. It is fixed to the side surface of the column 5 by the coach screw 19. At this time, the short cylindrical wall 9 a protruding outward from each bolt hole 9 of the vertical plate portion 6 of the reinforcing metal fitting body 1 bites into the side surface of the column 5, and the outer side surface of the vertical plate portion 6 is the column 5. Although the surface is brought into surface contact with the side surface, a concave portion in which the short cylindrical wall 9a is fitted may be engraved on the side surface of the column 5 in advance. Further, the curved side portions 2 a and 2 b are configured not to obstruct surface contact between the vertical plate portion 6 and the overlapping portion 13 of the reinforcing plate 2 in the reinforcing metal fitting body 1.

補強板2の延出部分14は、この延出部分14が備えている各止め具挿通孔17に止め具としてのコーチスクリュー20を柱5に向かって打ち込み、当該延出部分14を柱5の側面に固着する。このとき、柱5の側面から浮いた状態にあった補強板2の延出部分13は、重なり部分13との間の境界部で撓んで、柱2の側面に確実に面接触することになる。   The extension portion 14 of the reinforcing plate 2 is driven by a coach screw 20 as a stopper toward each pillar 5 in each stopper insertion hole 17 provided in the extension portion 14. Stick to the side. At this time, the extending portion 13 of the reinforcing plate 2 that is in a state of floating from the side surface of the column 5 is bent at the boundary portion between the overlapping portion 13 and reliably comes into surface contact with the side surface of the column 2. .

上記のように補強金具本体1の垂直板部6と補強板2とを柱5側にコーチスクリュー19,20により固着したならば、補強金具本体1の水平板部7を、ボルト孔11(アンカーボルト18)の周囲の止め具挿通孔12から土台4に向かって止め具としてのコーチスクリュー21を打ち込むと共に、ボルト孔11から突出しているアンカーボルト18に、コーチスクリュー21の頭部の高さより十分に高いパイプ座金22を外嵌させた状態で、当該アンカーボルト18にナット23を螺嵌締結することにより、補強金具本体1の水平板部7を土台4の表面に固着する。このとき、コーチスクリュー21の頭部が干渉してナット23の回転操作ができないほどに、ボルト孔11に対して止め具挿通孔12が接近していても、アンカーボルト18に嵌合したパイプ座金22により、ナット23に対する回転操作をコーチスクリュー21の頭部に干渉されないで、良好に行なうことができる。尚、コーチスクリュー21の打ち込みやナット23の締結操作により、補強金具本体1の水平板部7のボルト孔11から外向きに突出している短筒状壁11aが土台4の表面に食い込んで、当該水平板部7の外側面が土台4の表面に面接触することになるが、土台4の表面に短筒状壁11aが嵌合する凹部を前以って刻設しておいても良い。   If the vertical plate portion 6 and the reinforcing plate 2 of the reinforcing bracket body 1 are fixed to the column 5 side by the coach screws 19 and 20 as described above, the horizontal plate portion 7 of the reinforcing bracket body 1 is connected to the bolt hole 11 (anchor The coach screw 21 as a stopper is driven from the stopper insertion hole 12 around the bolt 18) toward the base 4, and the anchor bolt 18 protruding from the bolt hole 11 is sufficiently larger than the height of the head of the coach screw 21. The horizontal plate portion 7 of the reinforcing metal fitting 1 is fixed to the surface of the base 4 by screwing and fastening the nut 23 to the anchor bolt 18 in a state where the pipe washer 22 is externally fitted. At this time, a pipe washer fitted to the anchor bolt 18 even if the stopper insertion hole 12 is close to the bolt hole 11 so that the head of the coach screw 21 interferes and the nut 23 cannot be rotated. Thus, the rotation operation on the nut 23 can be performed satisfactorily without being interfered with the head of the coach screw 21. The short cylindrical wall 11a projecting outward from the bolt hole 11 of the horizontal plate portion 7 of the reinforcing metal fitting body 1 bites into the surface of the base 4 by driving the coach screw 21 or fastening the nut 23. Although the outer surface of the horizontal flat plate portion 7 comes into surface contact with the surface of the base 4, a concave portion in which the short cylindrical wall 11 a is fitted may be formed on the surface of the base 4 in advance.

補強板2は、図8に示すように改変することができる。即ち、重なり部分13の両側辺に形成した湾曲側辺部2a,2bを無くし、当該重なり部分13の両側辺を切欠して、補強金具本体1の左右両側板部8a,8b間において垂直板部6に重ねることができる幅に狭めることもできる。勿論、補強板2の全体を、この図8に示す重なり部分13の幅と等しい幅の帯状板で構成しても良い。又、補強板2の延出部分14に設けられる止め具挿通孔17には、その孔周囲から外向きに(柱5の側面に食い込む側に向けて)短筒状壁17aを、補強板2に対するバーリング加工により一体成形することができる。この場合、短筒状壁17aが柱5の側面に食い込むか又は柱5の側面に前以って刻設された凹部に嵌合することにより、柱5の長さ方向に対する補強板2の取付け強度が大幅に向上するので、図示のように、補強板2の延出部分14に設けられる止め具挿通孔17の個数を減らすことができる。   The reinforcing plate 2 can be modified as shown in FIG. That is, the curved side portions 2a and 2b formed on both sides of the overlapping portion 13 are eliminated, the both sides of the overlapping portion 13 are notched, and the vertical plate portion is interposed between the left and right side plate portions 8a and 8b of the reinforcing metal fitting body 1. It can also be narrowed to a width that can be superimposed on 6. Of course, the entire reinforcing plate 2 may be formed of a belt-like plate having a width equal to the width of the overlapping portion 13 shown in FIG. Further, the stopper insertion hole 17 provided in the extending portion 14 of the reinforcing plate 2 is provided with a short cylindrical wall 17a outwardly from the periphery of the hole (toward the side that bites into the side surface of the column 5). Can be integrally formed by burring. In this case, the short cylindrical wall 17a bites into the side surface of the column 5 or is fitted into a recess formed in advance on the side surface of the column 5, so that the reinforcing plate 2 is attached to the length direction of the column 5 Since the strength is greatly improved, the number of the stopper insertion holes 17 provided in the extending portion 14 of the reinforcing plate 2 can be reduced as illustrated.

尚、補強金具本体1の垂直板部6にボルト孔9の短筒状壁9aが突設されていないか又は、当該短筒状壁9aが嵌合する大径のボルト孔15を補強板2の重なり部分13に設けるときは、補強板2の重なり部分13を補強金具本体1の垂直板部6と柱5の側面との間に挟ませて、補強金具本体1の垂直板部6と補強板2の重なり部分13を共通のコーチスクリュー19により柱5の側面に固着することも可能である。この場合、補強板2の重なり部分13には、補強金具本体1の垂直板部6から左右両側板部8a,8bに至る円弧形出隅部に外嵌する湾曲側辺部を形成して、補強金具本体1の垂直板部6に対して補強板2の重なり部分12を、当該垂直板部6の長さ(高さ)方向に摺動自在に嵌合させることができるように構成することにより、補強金具本体1の垂直板部6に対する補強板2の重なり部分13の位置合わせが容易になる。   Note that the short cylindrical wall 9a of the bolt hole 9 does not project from the vertical plate portion 6 of the reinforcing metal fitting body 1, or the large-diameter bolt hole 15 into which the short cylindrical wall 9a is fitted is used as the reinforcing plate 2. When the overlapping portion 13 is provided, the overlapping portion 13 of the reinforcing plate 2 is sandwiched between the vertical plate portion 6 of the reinforcing metal fitting body 1 and the side surface of the column 5 to reinforce the vertical plate portion 6 of the reinforcing metal fitting body 1 and the reinforcing plate 2. It is also possible to fix the overlapping portion 13 of the plate 2 to the side surface of the column 5 with a common coach screw 19. In this case, the overlapping portion 13 of the reinforcing plate 2 is formed with a curved side portion that is externally fitted to an arc-shaped protruding corner from the vertical plate portion 6 of the reinforcing metal fitting body 1 to the left and right side plate portions 8a and 8b. The overlapping portion 12 of the reinforcing plate 2 is configured to be slidably fitted in the length (height) direction of the vertical plate portion 6 with respect to the vertical plate portion 6 of the reinforcing metal fitting body 1. This facilitates the alignment of the overlapping portion 13 of the reinforcing plate 2 with respect to the vertical plate portion 6 of the reinforcing metal fitting body 1.

補強金具本体1をブレースの連結金物として使用するときは、図示のように、補強金具本体1の左右両側板部8a,8bに同心状に設けられている貫通孔24を利用して、補強金具本体1の左右両側板部8a,8b間にブレースの端部を軸支連結することができるのであるが、このように補強金具本体1をブレースの連結金物として使用するときは、補強板2を併用しないで補強金具本体1のみを単独で使用しても良い。又、本発明に係る補強金具は、土台4と柱5との間の入隅部のみでなく、柱4と梁との間の入隅部に対しても使用することができる。   When the reinforcing metal fitting body 1 is used as a brace connecting hardware, as shown in the drawing, the reinforcing metal fitting 1 is used by utilizing the through holes 24 concentrically provided on the left and right side plate portions 8a and 8b. The end portion of the brace can be pivotally connected between the left and right side plate portions 8a and 8b of the main body 1. However, when the reinforcing bracket main body 1 is used as a brace connecting hardware in this way, the reinforcing plate 2 is used. You may use only the reinforcement metal fitting body 1 independently, without using together. The reinforcing metal fitting according to the present invention can be used not only for the corner between the base 4 and the column 5 but also for the corner between the column 4 and the beam.

更に、本発明に係る補強金具を柱5の両側の入隅部に対称に配置して使用することもできるが、この場合、柱5の両側の各補強金具本体1及び補強板2から柱5に向かって打ち込まれるコーチスクリュー19,20は、これらコーチスクリュー19,20が打ち込まれる止め具挿通孔16,17が前記のように左右非対称に配置されているので、互いに干渉し合う恐れは無い。換言すれば、コーチスクリュー19,20として、図示のように柱5の太さの半分よりも長い必要十分な長さのものが活用できるのである。   Furthermore, the reinforcing metal fittings according to the present invention can be used symmetrically arranged at the corners on both sides of the column 5, but in this case, the reinforcing metal body 1 and the reinforcing plate 2 on both sides of the column 5 are connected to the column 5. Since the stopper insertion holes 16 and 17 into which the coach screws 19 and 20 are driven are arranged asymmetrically as described above, the coach screws 19 and 20 driven toward the door are not likely to interfere with each other. In other words, as the coach screws 19 and 20, those having a necessary and sufficient length longer than half the thickness of the pillar 5 can be utilized as shown in the figure.

本発明に係る補強金具は、木造建築物の土台や梁に対する柱の引き抜き強度を増大させる補強金具として活用できる。   The reinforcing bracket according to the present invention can be used as a reinforcing bracket that increases the pull-out strength of a column with respect to a foundation or beam of a wooden building.

1 補強金具本体
2 補強板
2a,2b 湾曲側辺部
3 布基礎
4 土台
5 柱
6 垂直板部
7 水平板部
8a,8b 左右両側板部
9,11,15 ボルト孔
9a,11a 短筒状壁
10,12,16,17 止め具挿通孔
13 補強板の重なり部分
14 補強板の延出部分
18 アンカーボルト
19〜21 コーチスクリュー
22 パイプ座金
23 ナット
24 貫通孔
DESCRIPTION OF SYMBOLS 1 Reinforcement metal fitting body 2 Reinforcement board 2a, 2b Curved side part 3 Fabric foundation 4 Base 5 Pillar 6 Vertical plate part 7 Horizontal plate part 8a, 8b Left and right both side plate part 9, 11, 15 Bolt hole 9a, 11a Short cylindrical wall 10, 12, 16, 17 Stopper insertion hole 13 Reinforcement plate overlap part 14 Reinforcement plate extension part 18 Anchor bolt 19-21 Coach screw 22 Pipe washer 23 Nut 24 Through hole

Claims (5)

柱と土台又は梁との間の入隅部に取り付けられた補強金具本体と補強板とから成り、補強金具本体は、前記入隅部の直角両側面に当接してそれぞれ止め具により固着された垂直板部と水平板部とを有し、補強板は、前記柱の長さ方向に長い帯状板から成るもので、補強金具本体の前記垂直板部に重なり且つこの垂直板部を柱に固着する止め具により柱に固着される重なる部分と、柱に直接止め具により固着される延出部分とを備えている、木造建築物の補強金具。   It consists of a reinforcing metal fitting body and a reinforcing plate attached to the corner between the pillar and the base or beam, and the reinforcing metal fitting body is in contact with the right-angled side surfaces of the corner and fixed by stoppers. The reinforcing plate has a vertical plate portion and a horizontal plate portion, and the reinforcing plate is composed of a strip-like plate that is long in the length direction of the column, and overlaps with the vertical plate portion of the reinforcing metal fitting body, and is fixed to the column. A reinforcing member for a wooden building, comprising: an overlapping portion fixed to a column by a stopper to be extended; and an extending portion fixed to the column by a stopper directly. 補強金具本体は、垂直板部の左右両側辺と水平板部の左右両側辺とを連結する左右両側板部を備えた袋状に構成され、補強板は、その延出部分の幅を有する帯状板の前記重なり部分となる領域の両側辺を、補強金具本体の前記左右両側板部間に嵌合するように内側に曲げ加工されている、請求項1に記載の木造建築物の補強金具。   The reinforcing bracket body is configured in a bag shape with left and right side plates connecting the left and right sides of the vertical plate and the left and right sides of the horizontal plate, and the reinforcing plate is a belt-like shape having a width of the extending portion. The reinforcing bracket for a wooden building according to claim 1, wherein both sides of a region to be the overlapping portion of the plates are bent inward so as to fit between the left and right side plates of the reinforcing bracket main body. 補強金具本体の前記垂直板部と補強板の重なり部分とに同心状に設けられた複数の止め具挿通孔と、補強板の延出領域に設けられた複数の止め具挿通孔とは、柱の両側に同一構造の補強金具が取り付けられた時の各補強金具の止め具が重ならないように、補強板長さ方向の中心線に対して左右非対称に配列されている、請求項1又は2に記載の木造建築物の補強金具。   The plurality of stopper insertion holes provided concentrically on the vertical plate portion of the reinforcing metal fitting body and the overlapping portion of the reinforcement plate, and the plurality of stopper insertion holes provided in the extension region of the reinforcement plate are columns. The reinforcing plate is arranged asymmetrically with respect to the center line in the length direction of the reinforcing plate so that the stoppers of the reinforcing members do not overlap when the reinforcing metal fittings having the same structure are attached to both sides of the reinforcing plate. Reinforcing brackets for wooden buildings described in 1. 補強板の延出部分に設けられた複数の止め具挿通孔は、その孔周囲に柱に食い込む短筒状壁がバーリング加工により形成されている、請求項1〜3の何れか1項に記載の木造建築物の補強金具。   The plurality of stopper insertion holes provided in the extending portion of the reinforcing plate have a short cylindrical wall that bites into a column around the hole formed by burring. Reinforcing metal fittings for wooden buildings. 補強金具本体の水平板部には、土台にアンカーボルトで固着するためのボルト孔と、このボルト孔の周囲に配置された複数の止め具挿通孔とが設けられ、前記ボルト孔を貫通するアンカーボルトに螺嵌するナットを、前記止め具挿通孔に挿通される止め具の頭部より高いレベルで支持するパイプ座金が前記アンカーボルトに嵌合されている、請求項1〜4の何れか1項に記載の木造建築物の補強金具。   The horizontal plate portion of the reinforcing metal fitting body is provided with bolt holes for fixing to the base with anchor bolts and a plurality of stopper insertion holes arranged around the bolt holes, and anchors penetrating the bolt holes. The pipe washer which supports the nut screwed to the bolt at a level higher than the head of the stopper inserted through the stopper insertion hole is fitted to the anchor bolt. Reinforcing brackets for wooden buildings as described in the section.
JP2009150490A 2009-06-25 2009-06-25 Reinforcing fitting for wooden building Pending JP2011006889A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016169565A (en) * 2015-03-13 2016-09-23 Jfe建材株式会社 In-plane shear bearing force structure, and roof structure, wall structure and floor structure having in-plane shear bearing force structure
JP2017133242A (en) * 2016-01-28 2017-08-03 直輝 中村 Reinforcing member for and junction structure between column and horizontal member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016169565A (en) * 2015-03-13 2016-09-23 Jfe建材株式会社 In-plane shear bearing force structure, and roof structure, wall structure and floor structure having in-plane shear bearing force structure
JP2017133242A (en) * 2016-01-28 2017-08-03 直輝 中村 Reinforcing member for and junction structure between column and horizontal member

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