JPH0483038A - Bearing wall panel - Google Patents

Bearing wall panel

Info

Publication number
JPH0483038A
JPH0483038A JP19566990A JP19566990A JPH0483038A JP H0483038 A JPH0483038 A JP H0483038A JP 19566990 A JP19566990 A JP 19566990A JP 19566990 A JP19566990 A JP 19566990A JP H0483038 A JPH0483038 A JP H0483038A
Authority
JP
Japan
Prior art keywords
wall panel
hole
main body
anchor bolt
back surfaces
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
JP19566990A
Other languages
Japanese (ja)
Inventor
Atsushi Furuta
淳 古田
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP19566990A priority Critical patent/JPH0483038A/en
Publication of JPH0483038A publication Critical patent/JPH0483038A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To surely support horizontal force by providing through holes, in which anchor bolts are inserted, on a jointing plate, and making the through holes a long hole state in a direction orthogonal to the face and back surfaces of a wall panel main body. CONSTITUTION:Through holes 5, in which anchor bolts 4 are inserted, are provided on parts where both the ends of jointing plates 2 are protruded to the sides from the end parts of feet pieces 7. Next the through holes 5 are made a long hole state in a direction orthogonal to the face and back surfaces 1a of a wall panel main body 1, and are position-adjusted to positions orthogonal to the face and back surfaces 1a of the wall panel main body 1 in a condition where the anchor bolts 4 are inserted. Then in a bearing wall panel A, the anchor bolts 4 are inserted in the through holes 5 of the jointing plates 2, provided in the lower part of the wall panel main body 1 to joint the jointing plates 2 and the anchor bolts 4. The bearing wall panel A is standingly provided on a foundation 3. This surely supports horizontal force without the occurrence of position slippage.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は壁パネル本体の表裏面と平行な方向に働く水平
力を支持することができる耐力壁パネルに関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a load-bearing wall panel that can support horizontal forces acting in directions parallel to the front and back surfaces of a wall panel body.

[従来の技術] 従来、耐力壁パネルAは第4図、第5図に示されるよう
に壁パネル本体1の下部に連結板2を設けてあり、この
連結板2に穿設された通孔5に基礎3より突設されたア
ンカーボルト4を挿通し、連結板2とアンカーボルト4
とを連結することで壁パネル本体1を固定するようにし
ている。そして、連結板2に穿設される通孔5はアンカ
ーボルト4の位置ずれを吸収することができるように内
径がアンカーボルト4の外径よりもかなり大きめに形成
されたばか穴5′としてあり、この大きめに形成された
通孔5によってアンカーボルト4の位置ずれを吸収しな
がら連結板2とアンカーボルト4とを連結することがで
きるようにしである。
[Prior Art] Conventionally, the load-bearing wall panel A has a connecting plate 2 provided at the lower part of the wall panel main body 1, as shown in FIGS. 4 and 5, and a through hole bored in the connecting plate 2. 5, insert the anchor bolt 4 protruding from the foundation 3, and connect the connecting plate 2 and the anchor bolt 4.
By connecting these, the wall panel main body 1 is fixed. The through hole 5 drilled in the connecting plate 2 is a hollow hole 5' whose inner diameter is considerably larger than the outer diameter of the anchor bolt 4 so as to absorb displacement of the anchor bolt 4. This relatively large through hole 5 allows the connecting plate 2 and the anchor bolt 4 to be connected while absorbing displacement of the anchor bolt 4.

[発明が解決しようとする課題] ところで、上記したような耐力壁パネルAは壁パネル本
体1の表裏面1aと平行な方向の水平力を支持すること
ができるように、つまり、建物に対して水平方向に加わ
る水平力を壁パネル本体1で支持することができるよう
に基礎3上に立設されるものである。しかし上述した従
来例のようにアンカーボルト4との連結性を優先して連
結板2に設けられる通孔5が単に大きめのばか穴5′に
形成されていると、水平力の方向、つまり、壁パネル本
体1の表裏面1aと平行な方向に対してアンカーボルト
4が通孔5内で移動する状態で連結されていることとな
り、このように通孔5内でアンカーボルト4が移動でき
る状態となっていると水平力の支持を確実に行うように
基礎3上に立設することができないという問題があった
[Problems to be Solved by the Invention] By the way, the load-bearing wall panel A as described above is designed to be able to support a horizontal force in a direction parallel to the front and back surfaces 1a of the wall panel main body 1, that is, to support a building. It is erected on the foundation 3 so that the wall panel main body 1 can support the horizontal force applied in the horizontal direction. However, if the through hole 5 provided in the connecting plate 2 is simply formed into a larger hole 5' with priority given to connectivity with the anchor bolt 4 as in the conventional example described above, the direction of the horizontal force, that is, The anchor bolt 4 is connected in a state in which it moves within the through hole 5 in a direction parallel to the front and back surfaces 1a of the wall panel main body 1, and in this manner, the anchor bolt 4 can move within the through hole 5. , there was a problem that it could not be erected on the foundation 3 to ensure horizontal force support.

本発明は上記問題点を解決しようとするものであり、そ
の目的とするところは、アンカーボルトとの連結を良好
に行うことができると共に水平力を確実に支持すること
ができるように基礎上に立設することができる耐力壁パ
ネルを提供するにある。
The present invention attempts to solve the above-mentioned problems, and its purpose is to provide a structure on the foundation so that it can be well connected to the anchor bolt and can reliably support the horizontal force. The purpose is to provide load-bearing wall panels that can be erected.

[課題を解決するための手段] 上記目的を達成するために、本発明における耐力壁パネ
ルAは、壁パネル本体1の下部に設けられた連結板2を
基礎3より突設されたアンカーボルト4に連結して基礎
3上に立設され、壁パネル本体1の表裏面1aと平行な
方向に加わる水平力を支持する耐力壁パネルであって、
連結板2にアンカーボルト4が挿通される通孔5を設け
、この通孔5を壁パネル本体1の表裏面1aと直交する
方向に長孔状としたものである。
[Means for Solving the Problems] In order to achieve the above object, the load-bearing wall panel A of the present invention has a connecting plate 2 provided at the lower part of the wall panel body 1 with anchor bolts 4 protruding from the foundation 3. A load-bearing wall panel that is connected to and erected on the foundation 3 and supports horizontal force applied in a direction parallel to the front and back surfaces 1a of the wall panel main body 1,
A through hole 5 through which an anchor bolt 4 is inserted is provided in the connecting plate 2, and the through hole 5 is formed into a long hole shape in a direction orthogonal to the front and back surfaces 1a of the wall panel main body 1.

[作用] 耐力壁パネルAは壁パネル本体1の下部に設けられた連
結板2の通孔5にアンカーボルト4を挿通して連結板2
とアンカーボルト4とを連結することによって基礎3上
に立設される。そして連結板2に設けられた通孔5は壁
パネル本体1の表裏面1aと直交する方向に長孔状とな
っているため、連結後は壁パネル本体1の表裏面1aと
平行となった方向、つまり、水平力が加わる方向には位
置ずれを起こしにくいものであり、設置後、位置ずれを
起こしたりするようなことなく水平力の支持を確実に行
うことができる。
[Function] The load-bearing wall panel A is assembled by inserting anchor bolts 4 into the through holes 5 of the connecting plate 2 provided at the lower part of the wall panel body 1.
It is erected on the foundation 3 by connecting the and anchor bolts 4. Since the through hole 5 provided in the connecting plate 2 has a long hole shape in a direction perpendicular to the front and back surfaces 1a of the wall panel main body 1, it becomes parallel to the front and back surfaces 1a of the wall panel main body 1 after connection. It is difficult to cause misalignment in the direction, that is, the direction in which horizontal force is applied, and after installation, horizontal force can be reliably supported without causing misalignment.

[実施例] 以下、本発明を図示された実施例に基づいて詳述する。[Example] Hereinafter, the present invention will be explained in detail based on illustrated embodiments.

耐力壁パネルAは第1図に示されるように壁パネル本体
1によって主体を構成しである。壁パネル本体1の上面
両端には梁等に連結される連結部材6を設けてあり、こ
の連結部材6によって壁パネル本体1の上部は固定され
るようにしである。
As shown in FIG. 1, the load-bearing wall panel A is mainly composed of a wall panel body 1. Connecting members 6 connected to beams or the like are provided at both ends of the upper surface of the wall panel main body 1, and the upper part of the wall panel main body 1 is fixed by the connecting members 6.

壁パネル本体1の下部両端には下方に向けて脚片7を突
設してあり、脚片7の下端には連結板2を設けである。
Leg pieces 7 are provided at both lower ends of the wall panel body 1 to project downward, and a connecting plate 2 is provided at the lower end of the leg piece 7.

そして、この連結板2を基礎3より突設されたアンカー
ボルト4に連結することによって壁パネル本体1を基礎
3上に立設することができるようにしである。連結板2
は両端を脚片7の端部より側方に突出させてあり、この
突出した部分にはアンカーボルト4が挿入される通孔5
をそれぞれ設けである。そして、この通孔5にアンカー
ボルト4を挿入するようにしてアンカーボルト4にナツ
ト8a等の固定部材8を螺合して連結板2とアンカーボ
ルト4とを連結して壁パネル本体1を基礎3上に立設す
るようにしである。この通孔5は壁パネル本体1の表裏
面1aと直交する方向に長孔状としてあり、アンカーボ
ルト4を挿通した状態では壁パネル本体1の表裏面1a
と直交する方向に位置調整を行うことができるようにな
っている。
The wall panel main body 1 can be erected on the foundation 3 by connecting the connection plate 2 to an anchor bolt 4 protruding from the foundation 3. Connecting plate 2
has both ends protruding laterally from the end of the leg piece 7, and this protruding portion has a through hole 5 into which the anchor bolt 4 is inserted.
are provided for each. Then, by inserting the anchor bolt 4 into the through hole 5, a fixing member 8 such as a nut 8a is screwed onto the anchor bolt 4 to connect the connecting plate 2 and the anchor bolt 4, and the wall panel main body 1 is installed as a foundation. It is designed to be installed on top of 3. This through hole 5 has a long hole shape in a direction perpendicular to the front and back surfaces 1a of the wall panel main body 1, and when the anchor bolt 4 is inserted, the front and back surfaces 1a of the wall panel main body 1
The position can be adjusted in the direction orthogonal to the

そして、アンカーボルト4と連結板2との連結は第2図
に示されるように隙間閉塞部材8b、ワッシャ8C、ナ
ツト8a等の固定部材8によって行われるものであり、
通孔5内にアンカーボルト4が位置するように連結板2
を基礎3上に載置し、アンカーボルト4に隙間閉塞部材
8bを取り付け、この隙間閉塞部材8bを通孔5内に配
置し、アンカーボルト4にワッシャ8cを通し、ナツト
8aを螺合して連結板2とアンカーボルト4とを連結す
るものである。このとき、隙間閉塞部材8bは長孔状と
なった通孔5の長さ寸法よりも短く形成してあり、通孔
5内において連結板2は通孔5の長さ方向に移動自在と
なっており、移動させることによって位置調整を行うこ
とができるようになっている。また、隙間閉塞部材8b
の端面は通孔5内に配置された状態では通孔5の短手方
向の側面に当接された状態としてあり、連結した状態で
は連結板2は壁パネル本体1の表裏面1aと平行な方向
に移動しないようになっている。つまり、耐力壁パネル
Aとして壁パネル本体1の表裏面1aと平行な方向に加
わる水平力を確実に支持することができるようになって
いる。
As shown in FIG. 2, the anchor bolt 4 and the connecting plate 2 are connected by fixing members 8 such as a gap closing member 8b, a washer 8C, and a nut 8a.
Connecting plate 2 so that anchor bolt 4 is located in through hole 5
is placed on the foundation 3, a gap closing member 8b is attached to the anchor bolt 4, this gap closing member 8b is placed in the through hole 5, a washer 8c is passed through the anchor bolt 4, and a nut 8a is screwed. It connects the connecting plate 2 and the anchor bolt 4. At this time, the gap closing member 8b is formed to be shorter than the length of the elongated through hole 5, and the connecting plate 2 is movable in the length direction of the through hole 5 within the through hole 5. The position can be adjusted by moving it. In addition, the gap closing member 8b
When placed in the through hole 5, the end surface of the connecting plate 2 is in contact with the side surface in the transverse direction of the through hole 5, and when connected, the connecting plate 2 is parallel to the front and back surfaces 1a of the wall panel body 1. It is designed not to move in any direction. In other words, the load-bearing wall panel A can reliably support horizontal forces applied in directions parallel to the front and back surfaces 1a of the wall panel main body 1.

第3図は隙間閉塞部材8bの他の実施例を示すものであ
り、このものにあっては、隙間閉塞部材8bの側面に鋸
刃状の凹凸部9を設けてあり、アンカーボルト4に挿通
した状態で通孔5内に配置する場合には凹凸部9を通孔
5の内側面に設けられた凹凸部10に嵌合することによ
って通孔5内で隙間閉塞部材8bを位置決めした状態で
配置することができようにしである。このとき、アンカ
ーボルト4が挿通されることとなる隙間閉塞部材8bの
通孔11は円状に形成してあり、断面円状となったアン
カーボルト4の外面との接触部分は面接触することとな
り、このように面接触して接触面積が大きいことにより
、通孔11内でのアンカーボルト4の移動を極力抑える
ことができるようになっている。ここで、第5図に示さ
れるようにアンカーボルト4が通孔5の直線状となった
端面に接触した状態となっていると、つまり、アンカー
ボルト4の外面と通孔5の内面とが点接触している場合
には点接触によって接触面積が小さいことにより外力に
よってアンカーボルト4の位置が簡易に変わってしまう
こととなり、位置ずれを起こしやすいものである。
FIG. 3 shows another embodiment of the gap closing member 8b, in which a saw blade-shaped uneven portion 9 is provided on the side surface of the gap closing member 8b, and the anchor bolt 4 is inserted into the gap closing member 8b. When disposing the gap closing member 8b in the through hole 5 in the condition that It can be placed like this. At this time, the through hole 11 of the gap closing member 8b through which the anchor bolt 4 is inserted is formed in a circular shape, and the contact portion with the outer surface of the anchor bolt 4, which has a circular cross section, makes surface contact. Thus, by making surface contact and having a large contact area, movement of the anchor bolt 4 within the through hole 11 can be suppressed as much as possible. Here, if the anchor bolt 4 is in contact with the linear end surface of the through hole 5 as shown in FIG. 5, that is, the outer surface of the anchor bolt 4 and the inner surface of the through hole 5 are In the case of point contact, since the contact area is small due to point contact, the position of the anchor bolt 4 can easily change due to external force, and misalignment is likely to occur.

[発明の効果] 本発明の耐力壁パネルは叙述のように連結板にアンカー
ボルトが挿通される通孔を設け、この通孔を壁パネル本
体の表裏面と直交する方向に長孔状としであるので、ア
ンカーボルトは通孔内において、壁パネル本体の表裏面
と直交する方向には移動自在となり、壁パネル本体の表
裏面と平行な方向には移動が抑制されるものであり、壁
パネル本体と直交する方向には長孔内で位置調整を行う
ことができ、壁パネル本体の表裏面と平行な方向にかか
る水平力の支持は通孔内においてアンカーボルトの移動
が阻止されることで水平力の支持を確実に行うことがで
きるものである。
[Effects of the Invention] As described above, the load-bearing wall panel of the present invention is provided with a through hole through which an anchor bolt is inserted in the connecting plate, and this through hole is formed into a long hole in a direction perpendicular to the front and back surfaces of the wall panel body. Therefore, the anchor bolt can move freely in the direction perpendicular to the front and back surfaces of the wall panel body within the through hole, but is restrained from moving in the direction parallel to the front and back surfaces of the wall panel body. The position can be adjusted in the long hole in the direction perpendicular to the main body, and the horizontal force applied in the direction parallel to the front and back surfaces of the wall panel body can be supported by preventing the anchor bolt from moving inside the hole. It can reliably support horizontal forces.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の斜視図、第2図は同上の分
解斜視図、第3図は連結状態の一実施例を示す平面図、
第4図は従来例の斜視図、第5図は同上の連結状態を示
す平面図であって、Aは耐力壁パネル、lは壁パネル本
体、1aは表裏面、2は連結板、3は基礎、4はアンカ
ーボルト、5は通孔である。 第1図 代理人 弁理士 石 1)長 七
FIG. 1 is a perspective view of an embodiment of the present invention, FIG. 2 is an exploded perspective view of the same, and FIG. 3 is a plan view showing an embodiment of the connected state.
Fig. 4 is a perspective view of the conventional example, and Fig. 5 is a plan view showing the connected state of the same as above, where A is the load-bearing wall panel, l is the wall panel main body, 1a is the front and back surfaces, 2 is the connecting plate, and 3 is the The foundation, 4 is an anchor bolt, and 5 is a through hole. Figure 1 Agent Patent Attorney Ishi 1) Choshichi

Claims (1)

【特許請求の範囲】[Claims] [1]壁パネル本体の下部に設けられた連結板を基礎よ
り突設されたアンカーボルトに連結して基礎上に立設さ
れ、壁パネル本体の表裏面と平行な方向に加わる水平力
を支持する耐力壁パネルであって、連結板にアンカーボ
ルトが挿通される通孔を設け、この通孔を壁パネル本体
の表裏面と直交する方向に長孔状として成ることを特徴
とする耐力壁パネル。
[1] The connecting plate provided at the bottom of the wall panel body is connected to the anchor bolts protruding from the foundation, and is erected on the foundation to support horizontal forces applied in directions parallel to the front and back surfaces of the wall panel body. A load-bearing wall panel characterized in that a connecting plate is provided with a through hole through which an anchor bolt is inserted, and the through hole is formed into a long hole shape in a direction perpendicular to the front and back surfaces of the wall panel body. .
JP19566990A 1990-07-24 1990-07-24 Bearing wall panel Pending JPH0483038A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19566990A JPH0483038A (en) 1990-07-24 1990-07-24 Bearing wall panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19566990A JPH0483038A (en) 1990-07-24 1990-07-24 Bearing wall panel

Publications (1)

Publication Number Publication Date
JPH0483038A true JPH0483038A (en) 1992-03-17

Family

ID=16345029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19566990A Pending JPH0483038A (en) 1990-07-24 1990-07-24 Bearing wall panel

Country Status (1)

Country Link
JP (1) JPH0483038A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014078437A1 (en) * 2012-11-13 2014-05-22 Dirtt Environmental Solutions Inc. Selectively adjustable architectural wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014078437A1 (en) * 2012-11-13 2014-05-22 Dirtt Environmental Solutions Inc. Selectively adjustable architectural wall
US9803360B2 (en) 2012-11-13 2017-10-31 Dirtt Environmental Solutions, Ltd. Selectively adjustable architectural wall

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