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JPH08284268A - Reinforcing structure for house - Google Patents

Reinforcing structure for house

Info

Publication number
JPH08284268A
JPH08284268A JP7093271A JP9327195A JPH08284268A JP H08284268 A JPH08284268 A JP H08284268A JP 7093271 A JP7093271 A JP 7093271A JP 9327195 A JP9327195 A JP 9327195A JP H08284268 A JPH08284268 A JP H08284268A
Authority
JP
Japan
Prior art keywords
hole
house
short
reinforcing structure
metal fitting
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.)
Pending
Application number
JP7093271A
Other languages
Japanese (ja)
Inventor
Haruyoshi Uchida
春吉 内田
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.)
Uchida Manufacturing Co Ltd
Original Assignee
Uchida Manufacturing 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 Uchida Manufacturing Co Ltd filed Critical Uchida Manufacturing Co Ltd
Priority to JP7093271A priority Critical patent/JPH08284268A/en
Publication of JPH08284268A publication Critical patent/JPH08284268A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To sufficiently reinforce a connecting part of a wooden material for a house. CONSTITUTION: First metal fittings 10, 15, 20, 30 are put between at least a pair of wooden materials 2-5, and second metal fittings 25, 35 are put from opposite sides of the first metal fittings 10, 15, 20, 30 with the wooden materials 2-5 as their center. A fastening tool 40 is made to work by passing it through a through hole and both of insertion holes formed on the wooden materials 2-5, and a connecting part 8 between the Wooden materials such as a base 2, a support 3, a girder 4 and a beam 5 is reinforced in a state of clamping it by a pair of the metal fittings 10, 15, 20, 30, 25, 35.

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、たとえば土台、柱、
桁、梁など家屋用木材料の結合部を補強するために設け
られる家屋用補強構造に関するものである。
BACKGROUND OF THE INVENTION The present invention is applicable to, for example, foundations, pillars,
The present invention relates to a reinforcing structure for a house, which is provided to reinforce a joint portion of a wooden material for a house such as a girder and a beam.

【0002】[0002]

【従来の技術】従来、家屋用補強構造としては、柱の間
に筋交いを斜めに交差させて取り付けたり、一対の木材
料間にかすがいを打ち込んだりしていた。
2. Description of the Related Art Conventionally, as a reinforcing structure for a house, braces are diagonally crossed between columns to be attached, or a pair of wooden materials are used to drive a braces.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記した従来
の補強構造によると、たとえば地震の縦揺れや前後左右
の横揺れに充分ではなく、より一層の補強構造が望まれ
ている。
However, according to the above-mentioned conventional reinforcing structure, it is not sufficient for vertical pitching of an earthquake or horizontal rolling in front, rear, left and right, and a further reinforcing structure is desired.

【0004】本発明の目的とするところは、家屋用木材
料の結合部の補強をより十分に行える家屋用補強構造を
提供する点にある。
An object of the present invention is to provide a house reinforcing structure capable of more sufficiently reinforcing the joint portion of the wooden material for house.

【0005】[0005]

【課題を解決するための手段】上記目的を達成すべく本
発明は、土台、柱、桁、梁など家屋用木材料の結合部に
設けられる家屋用補強構造であって、少なくとも一対の
木材料間に当てがわれかつ複数の第1挿通孔が形成され
た第1金具と、木材料を中にして前記第1金具とは反対
側から当てがわれかつ第2挿通孔が形成されたる第2金
具と、木材料に形成した貫通孔と両挿通孔とを通して作
用される複数の締結具とにより構成している。
In order to achieve the above object, the present invention is a reinforcing structure for a house provided at a joint portion of a wooden material for a house such as a foundation, a pillar, a girder and a beam, and at least a pair of the wooden materials. A first metal fitting that is applied between and has a plurality of first insertion holes, and a second metal fitting that is applied from the side opposite to the first metal fitting and has a second insertion hole with a wood material inside. It is composed of a metal fitting and a plurality of fasteners that are acted through the through hole and both insertion holes formed in the wood material.

【0006】[0006]

【作用】上記した本発明の構成によると、少なくとも一
対の木材料間に第1金具を当てがうとともに、木材料を
中にして第1金具とは反対側から第2金具を当てがった
のち、木材料に形成した貫通孔と両挿通孔とを通して締
結具を作用させることで、土台、柱、桁、梁などの木材
料間の結合部を、一対の金具により挟持した状態で補強
し得る。
According to the structure of the present invention described above, the first metal fitting is applied between at least a pair of wood materials, and the second metal fitting is applied from the side opposite to the first metal fitting with the wood material inside. After that, by operating the fastener through the through hole and both insertion holes formed in the wood material, the joint part between the wood materials such as the base, the pillar, the girder, and the beam is reinforced while being sandwiched by the pair of metal fittings. obtain.

【0007】[0007]

【実施例】以下に本発明の一実施例を図に基づいて説明
する。図1、図2において、家屋用の骨組み体1は、土
台2、柱3、桁4、梁5などを設計図に基づいて結合さ
せることで構成される。これら2〜5は家屋用木材料を
構成するもので、各結合部8には家屋用補強構造が設け
られる。なお、各結合部8の結合は、図には明示してい
ないが、従来の嵌合形式の結合などが行われている。
An embodiment of the present invention will be described below with reference to the drawings. 1 and 2, the skeleton body 1 for a house is configured by connecting a base 2, a pillar 3, a girder 4, a beam 5 and the like based on a design drawing. These 2 to 5 make up a wooden material for a house, and each joint portion 8 is provided with a reinforcing structure for a house. Although not shown in the drawing, the coupling of each coupling portion 8 is performed by a conventional fitting type coupling or the like.

【0008】家屋用補強構造は、木材料群、すなわち床
下に隠れる土台2、外面が壁などに隠れる柱3、天井裏
や二階床下に隠れる桁4、天井裏や二階床下に隠れる梁
5などのうち、少なくとも一対の木材料間に当てがわれ
かつ複数の第1挿通孔が形成された第1金具と、木材料
を中にして前記第1金具とは反対側から当てがわれかつ
第2挿通孔が形成されたる第2金具と、木材料に形成し
た貫通孔と両挿通孔とを通して作用される複数の締結具
とにより構成されている。
The reinforcing structure for a house includes a group of wooden materials such as a base 2 hidden under the floor, a pillar 3 whose outer surface is hidden by a wall, a girder 4 hidden under the ceiling or under the second floor, and a beam 5 hidden under the ceiling or under the second floor. Among them, a first metal fitting which is applied between at least a pair of wood materials and has a plurality of first insertion holes, and a second metal fitting which is applied from the side opposite to the first metal fitting with the wood material inside. It is configured by a second metal fitting having a hole formed therein, and a plurality of fasteners that are acted through the through hole and both insertion holes formed in the wood material.

【0009】図3には、主として第1金具として使用さ
れる十字板体10が示され、この十字板体10は、中央矩形
部11の各縁部から四方へ伸びた状態で設定大寸法L1
長形部12が一体形成されている。そして各長形部12に
は、遊端小寸法M2 を置いた位置と、この位置から所定
ピッチP置きの二位置、すなわち合計三位置に、その位
置を中心とした丸孔(第1挿通孔)13が形成されてい
る。
FIG. 3 shows a cross plate 10 mainly used as a first metal fitting, and the cross plate 10 extends from each edge of the central rectangular portion 11 in four directions and has a large set dimension L. One elongated portion 12 is integrally formed. Then, in each elongated portion 12, there are provided a round hole (first insertion through) at a position where the free end small dimension M 2 is placed and at two positions at a predetermined pitch P from this position, that is, a total of three positions. Hole 13 is formed.

【0010】図4には、主として第1金具として使用さ
れるT字板体15が示され、このT字板体15は、中央矩形
部16の三つの縁部から伸びた状態で設定大寸法L1 の長
形部17が一体形成されている。そして各長形部17には、
遊端小寸法M2 を置いた位置と、この位置から所定ピッ
チP置きの二位置、すなわち合計三位置に、その位置を
中心とした丸孔(第1挿通孔)18が形成されている。
FIG. 4 shows a T-shaped plate 15 mainly used as the first metal fitting. The T-shaped plate 15 is set to have a large size set in a state of extending from the three edges of the central rectangular portion 16. An elongated portion 17 of L 1 is integrally formed. And in each elongated part 17,
Round holes (first insertion holes) 18 centered on the position where the free end small dimension M 2 is placed and at two positions with a predetermined pitch P from this position, that is, three positions in total are formed.

【0011】図5には、主として第1金具として使用さ
れるL字板体20が示され、このL字板体20は、中央矩形
部21の隣接した二つの縁部から伸びた状態で設定大寸法
1の長形部22が一体形成されている。そして各長形部2
2には、遊端小寸法M2 を置いた位置と、この位置から
所定ピッチP置きの二位置、すなわち合計三位置に、そ
の位置を中心とした丸孔(第1挿通孔)23が形成されて
いる。
FIG. 5 shows an L-shaped plate body 20 which is mainly used as a first metal fitting. The L-shaped plate body 20 is set so as to extend from two adjacent edges of a central rectangular portion 21. An elongated portion 22 having a large dimension L 1 is integrally formed. And each long part 2
2, a circular hole (first insertion hole) 23 is formed at a position where the small size M 2 of the free end is placed and at two positions at a predetermined pitch P from this position, that is, three positions in total. Has been done.

【0012】図6には、主として第2金具として使用さ
れるI字板体25が示され、このI字板体25は、その全長
を設定小寸法L2 として形成されている。そして両遊端
から遊端小寸法M2 を置いた二位置と、これら位置から
所定ピッチP置いた共通の位置、すなわち合計三位置
に、その位置を中心とした丸孔(第2挿通孔)26が形成
されている。
FIG. 6 shows an I-shaped plate body 25 mainly used as a second metal fitting, and the I-shaped plate body 25 is formed such that the entire length thereof is a set small dimension L 2 . A round hole (second insertion hole) is centered at two positions where the free end small dimension M 2 is placed from both free ends and a common position where a predetermined pitch P is placed from these positions, that is, a total of three positions. 26 are formed.

【0013】図7には、主として第1金具として使用さ
れる長尺屈曲板体30が示され、この長尺屈曲板体30は、
中央部を折れ線として長尺寸法L3 で直角状に折り曲げ
た一対の長尺部31により形成されている。そして各長尺
部31には、遊端大寸法M1 を置いた位置と、この位置か
ら所定ピッチP置きの二位置、すなわち合計三位置に、
その位置を中心とした丸孔(第1挿通孔)32が形成され
ている。
FIG. 7 shows a long bent plate body 30 mainly used as a first metal fitting. The long bent plate body 30 is
It is formed by a pair of long portions 31 which are bent at a right angle with a long dimension L 3 with the center portion as a fold line. Then, in each long portion 31, there are a position where the large size M 1 of the free end is placed and two positions at a predetermined pitch P from this position, that is, three positions in total.
A round hole (first insertion hole) 32 centering on that position is formed.

【0014】図8には、主として第2金具として使用さ
れる短尺屈曲板体35が示され、この短尺屈曲板体35は、
中央部を折れ線として短尺寸法L4 で直角状に折り曲げ
た一対の短尺部36により形成されている。そして、一方
の短尺部36には、遊端大寸法M1 を置いた位置と、この
位置から所定ピッチP置きの二位置、すなわち合計三位
置に、その位置を中心とした丸孔(第2挿通孔)37が形
成されている。また他方の短尺部36には、遊端大寸法M
1 を置いた位置と、この位置から所定ピッチP置きの二
位置とを内側円弧中心とし、そして遊端小寸法M2 を置
いた位置と、この位置から所定ピッチP置きの二位置と
を外側円弧中心とした長孔(第2挿通孔)38が形成され
ている。
FIG. 8 shows a short bent plate member 35 mainly used as a second metal fitting, and this short bent plate member 35 is
It is formed by a pair of short portions 36 bent at a right angle with a short dimension L 4 with the center portion as a broken line. Then, in one of the short portions 36, there are a round hole centered at a position where the large size M 1 of the free end is placed and two positions at a predetermined pitch P from this position, that is, three positions in total (second position). An insertion hole) 37 is formed. The other short portion 36 has a large free end dimension M.
The position where 1 is placed and two positions at a predetermined pitch P apart from this position are centered on the inside arc, and the position where the free end small dimension M 2 is placed and two positions at a predetermined pitch P apart from this position are outside. An elongated hole (second insertion hole) 38 having an arc center is formed.

【0015】図9には締結具40が示され、この締結具40
は、木材料(2〜5)に形成された貫通孔6から、この
貫通孔6の両端に連通された一対の挿通孔(13,18,2
3,26,32,37,38)に亘って通して作用されるもの
で、ボルト41やナット42などにより構成構成されてい
る。
A fastener 40 is shown in FIG.
Is a pair of insertion holes (13, 18, 2) communicating with both ends of the through hole 6 formed in the wood material (2 to 5).
3, 26, 32, 37, 38) and is constituted by bolts 41, nuts 42, and the like.

【0016】以下に、上記実施例において各結合部8に
対する家屋用補強構造による補強状態を説明する。な
お、家屋用木材料(2〜5)の各結合部8においては、
後述するように締結具40を好適に作用させ得る位置に、
それぞれ貫通孔6が形成されている。
In the following, the state of reinforcement by the house reinforcement structure for each joint 8 in the above embodiment will be described. In addition, in each joint part 8 of the wooden material for houses (2-5),
As will be described later, at a position where the fastener 40 can be suitably operated,
A through hole 6 is formed in each.

【0017】図1、図2、図9、図10において、中間の
柱3の両側面に一対の桁4が結合されるとともに、内側
面に梁5が結合された結合部8においては、柱3から両
桁4の外面間に亘って十字板体10が当てがわれている。
また十字板体10の上位の長形部12ならびに左右の長形部
12に対向して、柱3や両桁4の内面にI字板体25が縦向
きや横向きで当てがわれ、さらに十字板体10の下位の長
形部12に対向して柱3の内面には、短尺屈曲板体35の他
方の短尺部36が当てがわれている。この状態で、連通状
態の貫通孔6と丸孔ならびに長孔との間、すなわち13,
26間、および13,38間に亘ってボルト41が通されたのち
ナット42が螺合され、すなわち締結具40が作用され、以
て柱3と両桁4との結合部8における補強が行われる。
1, FIG. 2, FIG. 9, and FIG. 10, a pair of girders 4 are coupled to both side surfaces of an intermediate column 3, and a beam 5 is coupled to an inner side surface of the column 8. A cross plate 10 is applied from 3 to the outer surface of both girders 4.
Also, the upper elongated portion 12 of the cross plate 10 and the left and right elongated portions
The I-shaped plate 25 is applied to the inner surface of the pillar 3 or both girders 4 in a vertical or horizontal direction so as to face the column 12, and further faces the lower elongated portion 12 of the cross plate 10 to the inner surface of the column 3. The other short portion 36 of the short bent plate body 35 is applied to. In this state, between the through hole 6 and the round hole and the long hole in the communicating state, that is, 13,
After the bolt 41 is passed through between 26 and between 13 and 38, the nut 42 is screwed, that is, the fastener 40 is acted, so that the reinforcement at the joint portion 8 between the column 3 and both girders 4 is performed. Be seen.

【0018】また、短尺屈曲板体35の一方の短尺部36は
梁5の下面に当てがわれ、この梁5の上面にI字板体25
が横向きで当てがわれた状態で、連通状態の貫通孔6と
丸孔37,26を利用して締結具40が作用され、以て柱3と
梁5との結合部8における補強が行われる。
Further, one short portion 36 of the short bent plate member 35 is applied to the lower surface of the beam 5, and the I-shaped plate member 25 is attached to the upper surface of the beam 5.
Is applied laterally, the fastener 40 is actuated by utilizing the through hole 6 and the round holes 37, 26 in the communicating state, and thus the joint portion 8 between the column 3 and the beam 5 is reinforced. .

【0019】さらに桁4の下方において、柱3の両側面
にはそれぞれ短尺屈曲板体35の他方の短尺部36が当てが
われた状態で、連通状態の貫通孔6と長孔38,38を利用
して締結具40が作用され、そして短尺屈曲板体35の一方
の短尺部36は桁4の下面に当てがわれ、この桁4の上面
にI字板体25が横向きで当てがわれた状態で、連通状態
の貫通孔6と丸孔37,26を利用して締結具40が作用さ
れ、以て柱3と桁4との結合部8における補強が行われ
る。
Further, below the girder 4, the through holes 6 and the long holes 38, 38 in the communicating state are formed in a state where the other short side portions 36 of the short bending plate body 35 are applied to both side surfaces of the column 3, respectively. Using the fastener 40, one short portion 36 of the short bending plate member 35 is applied to the lower surface of the girder 4, and the I-shaped plate member 25 is applied laterally to the upper surface of the girder 4. In this state, the fastener 40 is actuated by utilizing the through hole 6 and the round holes 37, 26 which are in communication with each other, so that the joint portion 8 between the column 3 and the girder 4 is reinforced.

【0020】その際に、他方の短尺部36には長孔38が形
成されていることから、十字板体10側のボルト41に対し
て他方の短尺部36側のボルト41を上下で位相をずらせ
て、すなわち他方の短尺部36側のボルト41を上位として
配設し得、以てボルト41どうしの衝突が避けられる。ま
た長孔38によるゆとりを利用して短尺屈曲板体35を上下
に移動させることで、一方の短尺部36は桁4の下面に密
に当てがえる。
At this time, since the elongated hole 38 is formed in the other short portion 36, the bolt 41 on the other short portion 36 side is vertically aligned with the bolt 41 on the cross plate body 10 side. The bolts 41 on the side of the other short portion 36 can be arranged in a staggered manner, so that the bolts 41 can be prevented from colliding with each other. Further, the short bent plate member 35 is moved up and down by utilizing the allowance of the long hole 38, so that one short member 36 can be closely fitted to the lower surface of the girder 4.

【0021】図1、図2、図11、図12において、土台2
の中間部上面に柱3が結合されるとともに、土台2の内
側面に梁5が結合された結合部8においては、土台2か
ら柱3の外面間に亘ってT字板体15が逆向きで当てがわ
れる。そしてT字板体15の下位の長形部17に対向して土
台2の内面には、短尺屈曲板体35の他方の短尺部36が横
向きで当てがわれ、さらにT字板体15の上位の長形部17
に対向して、柱3の内面に短尺屈曲板体35の一方の短尺
部36が縦向きで当てがわれている。この状態で、連通状
態の貫通孔6と丸孔ならびに長孔との間、すなわち18,
38間、および18,37間を利用して締結具40が作用され、
以て土台2と柱3との結合部8における補強が行われ
る。
In FIG. 1, FIG. 2, FIG. 11 and FIG.
In the joint portion 8 in which the pillar 3 is coupled to the upper surface of the intermediate portion of the base 2 and the beam 5 is coupled to the inner surface of the base 2, the T-shaped plate body 15 is reversed from the base 2 to the outer surface of the pillar 3. Is applied in. The other short part 36 of the short bent plate 35 is laterally applied to the inner surface of the base 2 so as to face the lower elongated part 17 of the T-shaped plate 15, and the upper part of the T-shaped plate 15 further. Long part 17
One short portion 36 of the short bent plate member 35 is vertically applied to the inner surface of the pillar 3 so as to face the. In this state, between the through hole 6 and the round hole and the long hole in the communicating state, that is, 18,
The fastener 40 is actuated using between 38 and between 18,37,
Thus, the joint portion 8 between the base 2 and the pillar 3 is reinforced.

【0022】また、土台2の内面に結合した両短尺屈曲
板体35の一方の短尺部36が梁5の側面に当てがわれた状
態で、連通状態の貫通孔6と丸孔37,37を利用して締結
具40が作用され、さらに柱3の内面に結合した短尺屈曲
板体35の他方の短尺部36は梁5の上面に当てがわれると
ともに、この梁5の下面にI字板体25が横向きで当てが
われた状態で、連通状態の貫通孔6と丸孔26ならびに長
孔38を利用して締結具40が作用され、以て土台2と梁5
との結合部8における補強が行われる。
Further, with one short portion 36 of both short bent plate members 35 joined to the inner surface of the base 2 being applied to the side surface of the beam 5, the through hole 6 and the round holes 37, 37 in the communicating state are formed. The fastener 40 is acted on by using the fastener 40, and the other short portion 36 of the short bent plate 35 joined to the inner surface of the column 3 is applied to the upper surface of the beam 5 and the I-shaped plate is formed on the lower surface of the beam 5. With 25 applied laterally, the fastener 40 is actuated by utilizing the through hole 6, the round hole 26 and the long hole 38 in the communicating state, whereby the base 2 and the beam 5 are connected.
Reinforcement is performed in the joint portion 8 with.

【0023】そして土台2の上面から柱3の側面に亘っ
ては、他方の短尺部36を土台2の上面側とした状態で短
尺屈曲板体35が当てがわれる。そして他方の短尺部36に
対向して、土台2の下面にI字板体25が横向きで当てが
われた状態で、連通状態の貫通孔6と丸孔26ならびに長
孔38を利用して締結具40が作用されるとともに、連通状
態の貫通孔6と丸孔37,37を利用して締結具40が作用さ
れ、以て土台2と柱3との結合部8における補強が行わ
れる。
A short bent plate 35 is applied from the upper surface of the base 2 to the side surface of the pillar 3 with the other short portion 36 being the upper surface side of the base 2. Then, with the I-shaped plate body 25 laterally applied to the lower surface of the base 2 so as to face the other short portion 36, the through hole 6 and the round hole 26 and the long hole 38 in the communicating state are used for fastening. While the tool 40 is operated, the fastener 40 is operated by utilizing the through hole 6 and the round holes 37, 37 in the communicating state, and thus the joint portion 8 between the base 2 and the pillar 3 is reinforced.

【0024】図1、図2、図13、図14において、一対の
土台2が成すコーナー部の上面に柱3が結合された結合
部8においては、柱3の外面から土台2の下面に亘って
長尺屈曲板体30が当てがわれるとともに、これに対向し
て柱3の内面から土台2の上面に亘って短尺屈曲板体35
が当てがわれた状態で、連通状態の貫通孔6と丸孔なら
びに長孔との間、すなわち32,37間、および32,38間を
利用して締結具40が作用される。
1, FIG. 2, FIG. 13, and FIG. 14, in the joint portion 8 in which the pillar 3 is joined to the upper surface of the corner portion formed by the pair of bases 2, the outer surface of the pillar 3 extends to the lower surface of the base 2. The long bent plate member 30 is applied, and the short bent plate member 35 is extended from the inner surface of the pillar 3 to the upper surface of the base 2 while facing it.
The fastener 40 is actuated between the through hole 6 and the round hole and the long hole, which are in the communicating state, that is, between 32 and 37 and between 32 and 38, in a state where is applied.

【0025】そして柱3の外面から土台2の外面に亘っ
てL字板体20が当てがわれるとともに、このL字板体20
の縦向きの長形部22に他方の短尺部36を対向させて、柱
3の内面から土台2の上面に亘って短尺屈曲板体35が当
てがわれた状態で、連通状態の貫通孔6と丸孔ならびに
長孔との間、すなわち32,37間、および32,38間を利用
して締結具40が作用される。
The L-shaped plate 20 is applied from the outer surface of the pillar 3 to the outer surface of the base 2, and the L-shaped plate 20 is also applied.
The other short portion 36 is made to face the vertically-oriented long portion 22 and the short bent plate body 35 is applied from the inner surface of the pillar 3 to the upper surface of the base 2, and the through hole 6 in the communicating state is formed. And the round hole and the long hole, that is, between 32 and 37, and between 32 and 38, the fastener 40 is operated.

【0026】さらに短尺屈曲板体35の一方の短尺部36に
対向して土台2の下面にI字板体25が当てがわれるとと
もに、L字板体20の横向きの長形部22に対向して土台2
の内面にI字板体25が当てがわれた状態で、連通状態の
貫通孔6と丸孔との間、すなわち37,26間、および23,
26間を利用して締結具40が作用される。以上により土台
2と柱3との結合部8における補強が行われる。
Further, the I-shaped plate 25 is applied to the lower surface of the base 2 so as to face one short-sided portion 36 of the short bent plate 35, and the I-shaped plate 22 faces the horizontally elongated portion 22 of the L-shaped plate 20. Base 2
With the I-shaped plate body 25 applied to the inner surface of the, between the through hole 6 and the round hole in the communicating state, that is, between 37 and 26, and 23,
The fastener 40 is actuated by utilizing the space between 26. As described above, the reinforcement of the joint portion 8 between the base 2 and the pillar 3 is performed.

【0027】図15、図16は、前述した図1、図2に示さ
れていない結合部8の補強状態が示されている。すなわ
ち図15は、土台2の中間部に対する柱3の結合であっ
て、逆向きのT字板体15と三枚のI字板体25とからなる
組と、一対の短尺屈曲板体35と二枚のI字板体25とから
なる組とを使用して補強が行われている。この場合、三
枚のI字板体25に代えて別なT字板体15を使用してもよ
い。
FIGS. 15 and 16 show a reinforced state of the joint portion 8 which is not shown in FIGS. 1 and 2 described above. That is, FIG. 15 shows a combination of the pillars 3 with respect to the middle portion of the base 2, in which a set composed of a T-shaped plate body 15 and three I-shaped plate bodies 25 in opposite directions, and a pair of short bent plate bodies 35. Reinforcement is performed by using a set composed of two I-shaped plates 25. In this case, another T-shaped plate 15 may be used instead of the three I-shaped plates 25.

【0028】また図16は、土台2の端部に対する柱3の
結合であって、L字板体20と二枚のI字板体25とからな
る組と、長尺屈曲板体30と短尺屈曲板体35とからなる組
とを使用して補強が行われている。この場合、二枚のI
字板体25に代えて別なL字板体20を使用してもよい。
FIG. 16 shows the connection of the pillar 3 to the end of the base 2, which is composed of an L-shaped plate 20 and two I-shaped plates 25, a long bent plate 30 and a short plate. Reinforcement is performed by using a set including the bent plate body 35. In this case, two I
Instead of the letter plate 25, another L-letter body 20 may be used.

【0029】このように、十字板体10、T字板体15、L
字板体20、長尺屈曲板体30、ならびにI字板体25、短尺
屈曲板体35は、任意に組み合わされて使用されるもので
あり、また第1金具あるいは第2金具として任意に使用
される。さらに各結合部8においては、上記したのと同
一の補強構造を必ずしも採用するものではなく、規模や
立地条件に応じて、その一部を省略してもよい。
Thus, the cross plate body 10, the T-shaped plate body 15, L
The character plate body 20, the long bent plate body 30, the I-shaped plate body 25, and the short bent plate body 35 are used in any combination, and are also optionally used as the first metal fitting or the second metal fitting. To be done. Further, the same reinforcing structure as described above is not necessarily adopted in each coupling portion 8, and a part thereof may be omitted depending on the scale and location conditions.

【0030】[0030]

【発明の効果】上記構成の本発明によると、少なくとも
一対の木材料間に第1金具を当てがうとともに、木材料
を中にして第1金具とは反対側から第2金具を当てがっ
たのち、木材料に形成した貫通孔と両挿通孔とを通して
締結具を作用させることで、土台、柱、桁、梁などの木
材料間の結合部を、一対の金具により挟持した状態で十
分に補強でき、たとえば地震の縦揺れや前後左右の横揺
れに対向できる。
According to the present invention having the above construction, the first metal fitting is applied between at least a pair of wood materials, and the second metal fitting is applied from the side opposite to the first metal fitting with the wood material inside. After that, by operating the fastener through the through hole and both insertion holes formed in the wood material, it is sufficient that the joint parts between the wood materials such as the base, columns, girders and beams are clamped by a pair of metal fittings. It can be reinforced, for example, it can face the vertical vibration of the earthquake and the horizontal motion of the front, back, left and right.

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

【図1】本発明の一実施例を示し、家屋の骨組み体の要
部を外側から見た斜視図である。
FIG. 1 is a perspective view of an essential part of a frame structure of a house as seen from the outside, showing an embodiment of the present invention.

【図2】同家屋の骨組み体の要部を内側から見た斜視図
である。
FIG. 2 is a perspective view of a main part of a frame structure of the same house as viewed from the inside.

【図3】同家屋用補強構造に使用される十字板体の斜視
図である。
FIG. 3 is a perspective view of a cross plate body used for the same house reinforcing structure.

【図4】同家屋用補強構造に使用されるT字板体の斜視
図である。
FIG. 4 is a perspective view of a T-shaped plate body used for the same house reinforcing structure.

【図5】同家屋用補強構造に使用されるL字板体の斜視
図である。
FIG. 5 is a perspective view of an L-shaped plate body used for the same house reinforcing structure.

【図6】同家屋用補強構造に使用されるI字板体の斜視
図である。
FIG. 6 is a perspective view of an I-shaped plate body used for the same house reinforcing structure.

【図7】同家屋用補強構造に使用される長尺屈曲板体の
斜視図である。
FIG. 7 is a perspective view of a long bending plate used in the same house reinforcing structure.

【図8】同家屋用補強構造に使用される短尺屈曲板体の
斜視図である。
FIG. 8 is a perspective view of a short bent plate used in the same house reinforcing structure.

【図9】同骨組み体の中間部の補強構造を示す斜視図で
ある。
FIG. 9 is a perspective view showing a reinforcing structure of an intermediate portion of the frame structure.

【図10】同骨組み体の中間部の補強構造における縦断
面図である。
FIG. 10 is a vertical cross-sectional view of a reinforcing structure at an intermediate portion of the frame structure.

【図11】同骨組み体の中間下部の補強構造を示す斜視
図である。
FIG. 11 is a perspective view showing a reinforcing structure of an intermediate lower portion of the frame structure.

【図12】同骨組み体の中間下部の補強構造における縦
断面図である。
FIG. 12 is a vertical cross-sectional view of a reinforcing structure of a lower middle portion of the frame structure.

【図13】同骨組み体の側下部の補強構造を示す斜視図
である。
FIG. 13 is a perspective view showing a reinforcing structure of a lower side portion of the frame structure.

【図14】同骨組み体の側下部の補強構造における縦断
面図である。
FIG. 14 is a vertical cross-sectional view of a reinforcing structure of a lower side portion of the frame structure.

【図15】同骨組み体の別な中間下部の補強構造を示す
斜視図である。
FIG. 15 is a perspective view showing another intermediate lower part reinforcing structure of the same framework.

【図16】同骨組み体の別な側下部の補強構造を示す斜
視図である。
FIG. 16 is a perspective view showing another reinforcing structure of a lower side portion of the frame structure.

【符号の説明】[Explanation of symbols]

1 骨組み体 2 土台(家屋用木材料) 3 柱(家屋用木材料) 4 桁(家屋用木材料) 5 梁(家屋用木材料) 6 貫通孔 8 結合部 10 十字板体(第1金具) 13 丸孔(第1挿通孔) 15 T字板体(第1金具) 18 丸孔(第1挿通孔) 20 L字板体(第1金具) 23 丸孔(第1挿通孔) 25 I字板体(第2金具) 26 丸孔(第2挿通孔) 30 長尺屈曲板体(第1金具) 32 丸孔(第1挿通孔) 35 短尺屈曲板体(第2金具) 37 丸孔(第2挿通孔) 38 長孔(第2挿通孔) 40 締結具 P 所定ピッチ 1 Frame 2 Base (wooden material for house) 3 Pillar (wooden material for house) 4 Girder (wooden material for house) 5 Beam (wooden material for house) 6 Through hole 8 Joint part 10 Cross plate (first metal fitting) 13 Round hole (first insertion hole) 15 T-shaped plate (first fitting) 18 Round hole (first insertion hole) 20 L-shaped plate (first fitting) 23 Round hole (first insertion hole) 25 I-shape Plate (second metal fitting) 26 Round hole (second insertion hole) 30 Long bent plate (first fitting) 32 Round hole (first insertion hole) 35 Short bent plate (second fitting) 37 Round hole ( 2nd insertion hole) 38 Long hole (2nd insertion hole) 40 Fastener P P prescribed pitch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土台、柱、桁、梁など家屋用木材料の結
合部に設けられる家屋用補強構造であって、少なくとも
一対の木材料間に当てがわれかつ複数の第1挿通孔が形
成された第1金具と、木材料を中にして前記第1金具と
は反対側から当てがわれかつ第2挿通孔が形成されたる
第2金具と、木材料に形成した貫通孔と両挿通孔とを通
して作用される複数の締結具とにより構成したことを特
徴とする家屋用補強構造。
1. A reinforcing structure for a house, which is provided at a joint portion of a wooden material for a house such as a base, a pillar, a girder, and a beam, and which is applied between at least a pair of wooden materials and has a plurality of first insertion holes. First metal fitting, a second metal fitting having a second insertion hole formed from the opposite side of the first metal fitting with the wood material inside, a through hole and both insertion holes formed in the wood material A reinforcing structure for a house, comprising a plurality of fasteners that are acted through through.
JP7093271A 1995-04-19 1995-04-19 Reinforcing structure for house Pending JPH08284268A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7093271A JPH08284268A (en) 1995-04-19 1995-04-19 Reinforcing structure for house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7093271A JPH08284268A (en) 1995-04-19 1995-04-19 Reinforcing structure for house

Publications (1)

Publication Number Publication Date
JPH08284268A true JPH08284268A (en) 1996-10-29

Family

ID=14077801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7093271A Pending JPH08284268A (en) 1995-04-19 1995-04-19 Reinforcing structure for house

Country Status (1)

Country Link
JP (1) JPH08284268A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020002552A (en) * 2018-06-26 2020-01-09 Ykk Ap株式会社 Joint structure and joint member

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311743A (en) * 1992-05-02 1993-11-22 Hitoshi Takeuchi Method of connecting construction of building construction material and connecting material therefor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05311743A (en) * 1992-05-02 1993-11-22 Hitoshi Takeuchi Method of connecting construction of building construction material and connecting material therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020002552A (en) * 2018-06-26 2020-01-09 Ykk Ap株式会社 Joint structure and joint member

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