JPS59217852A - Structure of durable wall panel attaching part - Google Patents
Structure of durable wall panel attaching partInfo
- Publication number
- JPS59217852A JPS59217852A JP9299783A JP9299783A JPS59217852A JP S59217852 A JPS59217852 A JP S59217852A JP 9299783 A JP9299783 A JP 9299783A JP 9299783 A JP9299783 A JP 9299783A JP S59217852 A JPS59217852 A JP S59217852A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- load
- bearing wall
- attaching part
- insertion hole
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔技術分野〕
この発明は、耐力壁パネルの上部を梁へ連結する場合に
使用する耐力壁パネル取付部の構造に関するものである
。DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to the structure of a load-bearing wall panel attachment part used when connecting the upper part of a load-bearing wall panel to a beam.
第１図に、従来の耐力壁パネルＡの取付状態を示す。た
だし、同図においては、耐力壁ノくネルＡの枠材のみを
線図で表わし、パネル表面板等はその図示省略した。す
なわち、従来の耐力壁ノ（ネルＡは、その縦枠材１の下
部を布基礎２ヘビン接合するとともに、縦枠材１の上部
を梁３ヘピン接合し工取付ける。ところが、耐力壁パネ
ル１の上部を梁３ヘピン接合しているため、その梁３が
垂直荷重Ｆを受けてたわむと、縦枠材１に圧縮力が伝わ
って、縦枠材１が所期の耐力より早い段階で降伏し、耐
力壁パネルＡの剛性が低下するという問題を有していた
。FIG. 1 shows how a conventional load-bearing wall panel A is installed. However, in this figure, only the frame material of the load-bearing wall wall A is shown in a diagram, and the panel surface plate and the like are omitted. In other words, in the conventional load-bearing wall panel A, the lower part of the vertical frame member 1 is joined to the cloth foundation 2, and the upper part of the vertical frame member 1 is joined to the beam 3. However, the load-bearing wall panel 1 Since the upper part of the beam 3 is pin-jointed, when the beam 3 bends under the vertical load F, the compressive force is transmitted to the vertical frame 1, and the vertical frame 1 yields earlier than the expected proof strength. However, there was a problem in that the rigidity of the load-bearing wall panel A was reduced.
この発明の目的は、耐力壁パネルを本来の剛性を確保し
ながら取付できる耐力壁パネル取付部の構造を提供する
ことである。An object of the present invention is to provide a structure of a load-bearing wall panel mounting portion that allows a load-bearing wall panel to be mounted while ensuring its original rigidity.
この発明の耐力壁パネル取付部の構造は、梁の下面から
下方へ突設した支持ピンを、耐力壁パネルの上端面に設
けたピン挿通穴へビン軸方向にスライド自在に挿通した
ものである。The structure of the load-bearing wall panel mounting portion of the present invention is such that a support pin protruding downward from the lower surface of the beam is slidably inserted into a pin insertion hole provided in the upper end surface of the load-bearing wall panel in the axial direction of the bottle. .
この発明の一実施例を第２図ないし第６図を用いて説明
する。第２図は、耐力壁パネルＢを布基礎４と梁５間に
取付けた正面図を示す。すなわち、この耐力壁パネルＢ
は、角形鋼で構成した縦枠材６と横枠材７を矩形に枠組
してパネル外枠を形成し、このパネル外枠の下部に取付
金具８を連結する。９は補強材である１、この耐力壁パ
ネルＢの布基礎４への取付けは、取付金具８を布基礎４
上に載置して、布基礎４上に植設したアンカーボルト（
図示省略）へナツト止めする。An embodiment of the present invention will be described with reference to FIGS. 2 to 6. FIG. 2 shows a front view of the load-bearing wall panel B installed between the cloth foundation 4 and the beam 5. That is, this load-bearing wall panel B
A panel outer frame is formed by assembling a vertical frame member 6 and a horizontal frame member 7 made of square steel into a rectangular shape, and a mounting bracket 8 is connected to the lower part of this panel outer frame. 9 is a reinforcing material 1. To attach this load-bearing wall panel B to the fabric foundation 4, attach the mounting bracket 8 to the fabric foundation 4.
Anchor bolts placed on top and planted on the cloth foundation 4 (
(not shown) with a nut.
耐力壁パネルＢの梁５への連結は、第３図に示す支持ボ
ルト１０と、第４図に示すナツト１１を用いて行なう。The load-bearing wall panel B is connected to the beam 5 using support bolts 10 shown in FIG. 3 and nuts 11 shown in FIG. 4.
この支持ボルト１０は、その軸部の基（（：’ＪＡ側に
雄ねじ１０ａを形成し、軸部先端部１０ｂのｔｌ′ｌＩ
径を月Ｅねじ１０ａの軸径よシも小さく設定して、軸部
先端部１０））から挿入したナツト１１を雄ねじ１０ａ
へスムーズにねじ込めるようにしている。一方第５図お
よび第６図に示すように、耐力壁パネルＢＬｙ″）縦枠
材６の上部に１俣着したエンドプレート１２にはボルト
挿通穴１３を設け、また、■形鋼梁５の下部フランジ５
ａＫも、上記ボルト挿通穴１３に対応したボルト挿通穴
１４を設ける。ぞして、支持ボルト１０の軸部を、下部
７ランジ５ａの上方からボルト挿通穴１４に通し、さら
にナツト１１を差し込んで耐力壁パネルＢのボルト挿通
穴１３に通し、上記ナツト１１を雄ねじ１０ａへ締め付
けて、支持ポル）１０を梁５へ固定する。こうして、上
記支持ボルト１０によシ耐力壁パネルＢを梁５へ連結す
る。This support bolt 10 has a male thread 10a formed on the base ((:'JA side) of its shaft, and a tl'lI
Set the diameter smaller than the shaft diameter of the E screw 10a, and insert the nut 11 from the shaft tip 10) into the male screw 10a.
so that it can be screwed in smoothly. On the other hand, as shown in FIG. 5 and FIG. Lower flange 5
The aK also has a bolt insertion hole 14 corresponding to the bolt insertion hole 13 described above. Then, pass the shaft portion of the support bolt 10 through the bolt insertion hole 14 from above the lower 7 flange 5a, and then insert the nut 11 and pass it through the bolt insertion hole 13 of the load-bearing wall panel B. to secure the support pole 10 to the beam 5. In this way, the load-bearing wall panel B is connected to the beam 5 by the support bolts 10.
このように、梁５に取付けた支持ボルト１０をボルト挿
通穴１３に通して耐力壁パネルＢを保持した結果、梁５
が垂直方向の荷重を受けてたわんでも、それに応じ支持
ボルト１０がボルト挿通穴１３内を昇降するだけで、梁
５の荷重は縦枠材６へ一切伝わらないため、耐力壁パネ
ルＢの所期の剛性を変わらず確保できる。また、耐力壁
パネルＢに水平方向に加わる力は、支持ボルト１０を介
して梁５により保持できるため、縦枠材６の座屈も生じ
にくい。As a result of holding the load-bearing wall panel B by passing the support bolt 10 attached to the beam 5 through the bolt insertion hole 13, the beam 5
Even if the beam 5 bends due to vertical load, the support bolt 10 simply moves up and down in the bolt insertion hole 13 accordingly, and the load of the beam 5 is not transmitted to the vertical frame member 6 at all, so that the load-bearing wall panel B is not bent as intended. It is possible to maintain the same rigidity. Further, since the force applied to the load-bearing wall panel B in the horizontal direction can be held by the beams 5 via the support bolts 10, buckling of the vertical frame members 6 is less likely to occur.
この発明の耐力壁パネル取付部の構造によれば、耐力壁
パネルを本来の剛性を確保しながら取付けできるという
効果が得られる。According to the structure of the load-bearing wall panel mounting portion of the present invention, it is possible to mount the load-bearing wall panel while ensuring its original rigidity.
第１図は従来例の説明図、第２図はこの発明の一実施例
の耐力壁パネル型付状態を示す概略正面図、第３図は支
持ボルトの斜視図、第４図はナツトの斜視図、′第５図
はこの実施例の断面図、第６図はその要部斜視図である
。・
５・・・梁、１０・・・支持ボルト、１３・・・ボルト
挿通穴、Ｂ・・・耐力壁パネル
２４４
第１図
第２図Fig. 1 is an explanatory diagram of a conventional example, Fig. 2 is a schematic front view showing a load-bearing wall panel molded state according to an embodiment of the present invention, Fig. 3 is a perspective view of a support bolt, and Fig. 4 is a perspective view of a nut. 5 is a sectional view of this embodiment, and FIG. 6 is a perspective view of the main part thereof.・ 5... Beam, 10... Support bolt, 13... Bolt insertion hole, B... Load-bearing wall panel 244 Figure 1 Figure 2
Claims (1)
の上端面に設けたピン挿通穴へ、ピン軸方向にスライド
自在に挿通した耐力壁ノ（ネル取付部の構造。A load-bearing wall (flall attachment structure) in which a support pin protruding downward from the bottom of the beam is inserted into a pin insertion hole provided on the upper end of the load-bearing wall panel so that it can slide freely in the pin axis direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9299783A JPS59217852A (en) | 1983-05-25 | 1983-05-25 | Structure of durable wall panel attaching part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9299783A JPS59217852A (en) | 1983-05-25 | 1983-05-25 | Structure of durable wall panel attaching part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS59217852A true JPS59217852A (en) | 1984-12-08 |
Family
ID=14069999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9299783A Pending JPS59217852A (en) | 1983-05-25 | 1983-05-25 | Structure of durable wall panel attaching part |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59217852A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63187611U (en) * | 1987-05-27 | 1988-12-01 | ||
| JPH0280739A (en) * | 1988-06-28 | 1990-03-20 | Asahi Chem Ind Co Ltd | Load bearing panel for construction and construction framework structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4912713B1 (en) * | 1970-09-18 | 1974-03-26 | ||
| JPS4912723B1 (en) * | 1968-11-26 | 1974-03-27 | ||
| JPS5518507B2 (en) * | 1976-12-20 | 1980-05-19 | ||
| JPS5854167A (en) * | 1981-09-24 | 1983-03-31 | 清水建設株式会社 | Earthquake-proof support structure of wall body in building structure |
-
1983
- 1983-05-25 JP JP9299783A patent/JPS59217852A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4912723B1 (en) * | 1968-11-26 | 1974-03-27 | ||
| JPS4912713B1 (en) * | 1970-09-18 | 1974-03-26 | ||
| JPS5518507B2 (en) * | 1976-12-20 | 1980-05-19 | ||
| JPS5854167A (en) * | 1981-09-24 | 1983-03-31 | 清水建設株式会社 | Earthquake-proof support structure of wall body in building structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63187611U (en) * | 1987-05-27 | 1988-12-01 | ||
| JPH0280739A (en) * | 1988-06-28 | 1990-03-20 | Asahi Chem Ind Co Ltd | Load bearing panel for construction and construction framework structure |
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