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JPS6248032B2 - - Google Patents
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JPS6248032B2 - - Google Patents

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Publication number
JPS6248032B2
JPS6248032B2 JP57161596A JP16159682A JPS6248032B2 JP S6248032 B2 JPS6248032 B2 JP S6248032B2 JP 57161596 A JP57161596 A JP 57161596A JP 16159682 A JP16159682 A JP 16159682A JP S6248032 B2 JPS6248032 B2 JP S6248032B2
Authority
JP
Japan
Prior art keywords
mounting plate
wall
wall board
wall plate
center
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.)
Expired
Application number
JP57161596A
Other languages
Japanese (ja)
Other versions
JPS5952069A (en
Inventor
Takeshi Sakuma
Hitoshi Ide
Seiichi Mutsuka
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP16159682A priority Critical patent/JPS5952069A/en
Publication of JPS5952069A publication Critical patent/JPS5952069A/en
Publication of JPS6248032B2 publication Critical patent/JPS6248032B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】 本発明は、上下階の梁に壁板を回転可能に支持
して、壁板の外周に近接している例えば柱の接合
部の溶接などの連結作業を可能にした壁板の取付
け構造に関する。
[Detailed Description of the Invention] The present invention rotatably supports wall plates on beams on the upper and lower floors, making it possible to perform connection work such as welding the joints of columns close to the outer periphery of the wall plates. Regarding the mounting structure of wall plates.

従来より、例えばPC耐震壁板を柱鉄骨間に取
り付ける作業には、手間や時間がかかるという問
題があり、その改善が望まれていた。
Conventionally, for example, installing PC seismic wall plates between steel columns has been a problem in that it takes time and effort, and an improvement has been desired.

本発明の目的は壁板の取付けを鉄骨等の建方と
同時に行えるようにしてその取付けを簡単かつ迅
速にしかも低コストで行うことであり、他の目的
は壁板を取り付けた後であつても壁板を面外方向
に回転できるようにして、溶接などの作業スペー
スを容易に確保してこの種の作業を可能にするこ
とである。
It is an object of the present invention to install wall boards at the same time as erecting steel frames, etc., so that the installation can be done easily, quickly, and at low cost. Another purpose is to make it possible to rotate the wall plate in an out-of-plane direction to easily secure work space for welding and other work to enable this type of work.

本発明の特徴は、壁板の上下各辺のほぼ中央部
を上下の梁にそれぞれ連結ピンと軸受とからなる
上下の連結具にて連結支持し、上記壁板と上方の
梁とを結合解除可能の結合部で結合し、この解除
状態において壁板が面外方向に連結ピンを中心と
して回転可能であることである。
A feature of the present invention is that approximately the center of each of the upper and lower sides of the wall board is connected and supported to the upper and lower beams by upper and lower connectors each consisting of a connecting pin and a bearing, and the wall board and the upper beam can be disconnected from each other. The wall plate is connected at the connecting portion of the wall plate, and in this released state, the wall plate is rotatable in an out-of-plane direction about the connecting pin.

以下本発明の一実施例を図面に基づいて説明す
る。
An embodiment of the present invention will be described below based on the drawings.

第1図において、壁板1はその上下各辺の中央
部を上下階の梁鉄骨2,3に上下の連結具4およ
び5によつて連結支持してあり、また壁板の両側
部はこの梁鉄骨が接続している柱鉄骨6,6に近
接している。
In Fig. 1, the wall board 1 is connected and supported at the center of each of its upper and lower sides to the steel beams 2 and 3 on the upper and lower floors by means of upper and lower connectors 4 and 5, and both sides of the wall board are It is close to the column steel frames 6, 6 to which the beam steel frames are connected.

ここで、上側連結具4の具体的構成を第2,3
図に基づいて説明する。壁板1の上辺中央部には
切欠凹部6が形成してあり、この切欠凹部には底
面より取付け板7が突設している。この取付け板
の上方には上階の梁鉄骨2の下側フランジ2aの
外面より取付け板8が垂下し、切欠凹部6内で壁
板の取付け板7と対向近接している。各取付け板
7および8の一側面(第3図右側面)には、軸受
9および10を保持している保持板11および1
2が、長孔状の取付け孔13,…を貫通している
ボルト14…とこれを固定するナツトを通じてそ
れぞれ固着してある。軸受9および10は保持板
11および12の中央部に設け、両軸受には上下
方向に軸心が一致する軸孔15および16が設け
てある。軸孔15,16には1本の連結ピン17
が遊嵌し、この連結ピンは軸受9,10と相対的
に回転可能である。連結ピン17の上下両端は切
欠凹部6の底面および上階の梁鉄骨の下側フラン
ジ2aの外面に当接している。
Here, the specific configuration of the upper connector 4 will be explained as follows.
This will be explained based on the diagram. A notched recess 6 is formed in the center of the upper side of the wall plate 1, and a mounting plate 7 is provided to protrude from the bottom surface of this notched recess. Above this mounting plate, a mounting plate 8 hangs down from the outer surface of the lower flange 2a of the beam steel frame 2 on the upper floor, and is in close proximity to the mounting plate 7 of the wall board within the cutout recess 6. On one side of each mounting plate 7 and 8 (the right side in FIG. 3), there is a retaining plate 11 and a
2 are fixed to each other through bolts 14 passing through elongated mounting holes 13 and nuts for fixing them. Bearings 9 and 10 are provided at the center of holding plates 11 and 12, and both bearings are provided with shaft holes 15 and 16 whose axes coincide in the vertical direction. One connecting pin 17 is provided in the shaft holes 15 and 16.
is loosely fitted, and this connecting pin is rotatable relative to the bearings 9 and 10. The upper and lower ends of the connecting pin 17 are in contact with the bottom surface of the notch recess 6 and the outer surface of the lower flange 2a of the beam steel frame on the upper floor.

また下側連結具5の構成は第4,5図に拡大し
て示してあるが、上記上側連結具4の構成と実質
的に同一である。上側連結具4の構成部分と対応
する下側連結具5の構成部分を示す符号は、上側
連結具に示す符号に「a」を付記してある。この
下側連結具5において、取付け板8aは下階の梁
鉄骨3の上側フランジ3bの中央部に立設し、壁
板1の下辺部中央の切欠凹部6a内の取付け板7
aと対向している。
The structure of the lower connector 5 is shown enlarged in FIGS. 4 and 5, but is substantially the same as the structure of the upper connector 4. The reference numerals indicating the constituent parts of the lower coupler 5 that correspond to the constituent parts of the upper coupler 4 have an "a" appended to the reference numeral indicating the upper coupler. In this lower connector 5, the mounting plate 8a is erected at the center of the upper flange 3b of the beam steel frame 3 on the lower floor, and the mounting plate 7 is located in the notch recess 6a at the center of the lower side of the wall plate 1.
It faces a.

上下に位置する連結ピン17および17aの軸
心は同一垂直線G(第1図)上に位置し、この垂
直線は壁板1の重心を通る鉛直方向の重心線と平
行である。
The axes of the upper and lower connecting pins 17 and 17a are located on the same vertical line G (FIG. 1), and this vertical line is parallel to the vertical center of gravity line passing through the center of gravity of the wall board 1.

また第1図において、上側連結具4を挾んで壁
板1と上階の梁鉄骨2とにわたつて、壁板と梁鉄
骨の双方を解除可能に結合する結合部18および
18aが設けてある。すなわち壁板1の上辺には
切欠凹部6を挾んで比較的浅くて小さい切欠凹部
19,19aが形成してあり、両切欠凹部内に結
合片20,20aが突設してある。またこの結合
片20,20aにそれぞれ対向して、上階の梁鉄
骨の下側フランジ2aの外面に結合片21,21
aが突設し、上下の結合片20と20a、21と
21aが切欠凹部19,19a内で重合し、しか
も左方の結合片21は壁板1側の結合片20の背
面に、右方の結合片21aは結合片20aの前面
に位置し、互いにボルト22…で結合している。
このためボルトを外し、結合片20と21、20
aと21aの結合を解除した状態では、壁板1は
連結ピン17,17aを中心として面外方向に回
転できる。なお、壁板1と梁鉄骨2との結合方法
は、結合解除の状態で壁板が連結ピン17,17
aを中心として回転できる限り、上例に限定され
ない。23は本例ではブレースである。
In addition, in FIG. 1, connecting parts 18 and 18a are provided that sandwich the upper connector 4 and span the wall plate 1 and the steel beam 2 of the upper floor to releasably connect both the wall plate and the steel beam. . That is, relatively shallow and small notch recesses 19, 19a are formed on the upper side of the wall plate 1, sandwiching the notch recess 6, and coupling pieces 20, 20a are protruded into both the notch recesses. In addition, connecting pieces 21 and 21 are attached to the outer surface of the lower flange 2a of the steel beam on the upper floor, facing the connecting pieces 20 and 20a, respectively.
The upper and lower connecting pieces 20 and 20a, 21 and 21a overlap in the cutout recesses 19 and 19a, and the left connecting piece 21 is attached to the back side of the connecting piece 20 on the wall board 1 side, The connecting pieces 21a are located in front of the connecting pieces 20a, and are connected to each other by bolts 22.
For this purpose, remove the bolts and connect the connecting pieces 20, 21, 20.
When the connection between a and 21a is released, the wall plate 1 can rotate in an out-of-plane direction around the connecting pins 17 and 17a. Note that the method of connecting the wall plate 1 and the beam steel frame 2 is such that the wall plate is attached to the connecting pins 17, 17 in the uncoupled state.
It is not limited to the above example as long as it can rotate around a. 23 is a brace in this example.

次に壁板1の取付け方法を説明する。 Next, a method for attaching the wall plate 1 will be explained.

予め組立工場又は現場において、上側連結具4
を構成する連結ピン17を軸受9,10の軸孔1
5,16に遊嵌して、両軸受を連結した状態で、
結合片20と21、20aと21aをそれぞれボ
ルト22,…で結合して、壁板1を上階の梁鉄骨
2に支持しておく。そこでまず第6図に示すよう
に下階の柱鉄骨6a,6a上に上階の柱鉄骨6,
6を仮止めする。ついでワイヤーWで梁鉄骨2を
揚重すれば、同時に壁板1も揚重され、このまま
壁板を柱鉄骨間に吊り込み、壁板の下側連結具の
軸受9aの軸孔15aに、下階の梁鉄骨3の下側
連結具の軸受10aに予め立設してある連結ピン
17aを挿入する。この時、上下の連結ピン1
7,17aの軸心がずれている場合には上側連結
具4側のボルト14…を緩めて軸受9,10を左
右にスライドして位置を微調整する。その後結合
部18,18aのボルト22,…を外して、壁板
1と上階の梁鉄骨3との結合を解除する(第7
図)。このため壁板1は梁鉄骨2,3に連結ピン
17,17aだけで支持されることとなる。その
後、壁板1を連結ピン17,17aを中心として
面外方向(第8図矢印方向)へ回転させて、柱鉄
骨6,6の接合部6b,6b(第7図)の溶接な
どの連結固定作業を行う。この際、連結ピン1
7,17aは壁板1の重心線と平行な垂直線G上
に位置しているので、このピンには垂直荷重以外
の応力がかからない。柱の連結固定作業を終了し
た後、壁板1を第8図鎖線に示す元位置に戻し、
そして再び対向する結合片20と21、20aと
21aをボルト結合する。そしてブレース23の
下端部を下階の梁鉄骨3の上側フランジ3bに連
結する。その後、上下の連結具4,5のボルト1
4,…を取付け板7,8から外して、軸受9,1
0及び連結ピン17,17aを外して、同一階の
又はさらに上階の壁板の連結具として使用する。
そして取付け板7,8に連結板を当てて、ボルト
で取付け板を連結固定する。下側の取付け板7
a,8aについても同様である。
The upper connector 4 is assembled in advance at the assembly factory or on-site.
The connecting pin 17 constituting the shaft hole 1 of the bearings 9 and 10
5 and 16, with both bearings connected,
The connecting pieces 20 and 21, 20a and 21a are connected with bolts 22, . . . to support the wall plate 1 on the beam steel frame 2 on the upper floor. First, as shown in Fig. 6, the upper floor steel columns 6 are placed on the lower floor steel columns 6a, 6a.
Temporarily fasten 6. Next, when the beam steel frame 2 is lifted with the wire W, the wall plate 1 is also lifted at the same time, and the wall plate is suspended between the column steel frames and inserted into the shaft hole 15a of the bearing 9a of the lower connector of the wall plate. A connecting pin 17a, which has been set up in advance, is inserted into the bearing 10a of the lower connecting device of the floor beam steel frame 3. At this time, the upper and lower connecting pin 1
If the axes 7, 17a are misaligned, loosen the bolts 14 on the upper connector 4 side and slide the bearings 9, 10 left and right to finely adjust their positions. After that, remove the bolts 22, .
figure). Therefore, the wall plate 1 is supported by the beam steel frames 2 and 3 only by the connecting pins 17 and 17a. Thereafter, the wall plate 1 is rotated in an out-of-plane direction (in the direction of the arrow in FIG. 8) around the connecting pins 17, 17a, and connections such as welding of the joints 6b, 6b (FIG. 7) of the column steel frames 6, 6 are performed. Perform fixed work. At this time, connect pin 1
Since pins 7 and 17a are located on the vertical line G parallel to the center of gravity of the wall plate 1, no stress other than the vertical load is applied to these pins. After completing the work of connecting and fixing the columns, return the wall plate 1 to its original position as shown by the chain line in Figure 8.
Then, the opposing connecting pieces 20 and 21, and 20a and 21a are again connected by bolts. Then, the lower end of the brace 23 is connected to the upper flange 3b of the beam steel frame 3 on the lower floor. After that, the bolts 1 of the upper and lower connectors 4 and 5
4. Remove the bearings 9, 1 from the mounting plates 7, 8.
0 and the connecting pins 17, 17a, and use it as a connecting tool for a wall plate on the same floor or on a higher floor.
Then, a connecting plate is placed on the mounting plates 7 and 8, and the mounting plates are connected and fixed with bolts. Lower mounting plate 7
The same applies to a and 8a.

以上説明したように本発明によれば、簡単な構
成の連結具を用いることによつて壁板を梁に取り
付けた後であつても壁板を回転することができる
ので、柱などの接合部の溶接などの作業を容易に
行うことができる。また壁板を梁に結合して梁と
同時に吊り込むことができ、壁板の取付けが鉄骨
などの建方と同時に行え、そして下側の連結ピン
に軸受を挿入するだけで壁板のセツトができ、し
たがつて壁板の取付け施工が簡単かつ迅速に行う
ことができる。さらに連結具を転用できるので、
経済上有利である。
As explained above, according to the present invention, the wall plate can be rotated even after it is attached to the beam by using a simple connecting tool, so that the joints of columns etc. Work such as welding can be easily performed. In addition, wall plates can be connected to beams and hung at the same time as the beams, wall plates can be installed at the same time as steel frames, etc., and wall plates can be set by simply inserting bearings into the lower connecting pins. Therefore, the installation of the wall board can be carried out easily and quickly. Furthermore, the connector can be repurposed, so
Economically advantageous.

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

図面は本発明の一実施例を示すもので、第1図
は壁板の取付け状態を示す正面図、第2図は上側
連結具の拡大正面図、第3図は第2図−線断
面図、第4図は下側連結具の拡大正面図、第5図
は第4図−線断面図、第6図および第7図は
壁板の取付け工程を示す図、第8図は壁板を回転
した状態を示す図である。 1……壁板、2,3……梁鉄骨、2a,3b…
…梁鉄骨のフランジ、4……上側連結具、5……
下側連結具、6……切欠凹部、7,7a,8,8
a……取付け板、9,9a,10,10a……軸
受、14,14a……ボルト、15,15a,1
6,16a……軸孔、17,17a……連結ピ
ン、18,18a……結合部、19,19a……
切欠凹部、20,20a,21,21a……結合
片、22……ボルト、G……垂直線。
The drawings show one embodiment of the present invention, and FIG. 1 is a front view showing the installed state of the wall plate, FIG. 2 is an enlarged front view of the upper connector, and FIG. 3 is a sectional view taken along the line shown in FIG. 2. , FIG. 4 is an enlarged front view of the lower connector, FIG. 5 is a sectional view taken along the line of FIG. It is a figure which shows the rotated state. 1...Wall plate, 2, 3...Beam steel frame, 2a, 3b...
... Flange of beam steel frame, 4... Upper connector, 5...
Lower connector, 6... Notch recess, 7, 7a, 8, 8
a... Mounting plate, 9, 9a, 10, 10a... Bearing, 14, 14a... Bolt, 15, 15a, 1
6, 16a...Shaft hole, 17, 17a...Connection pin, 18, 18a...Connection part, 19, 19a...
Notch recess, 20, 20a, 21, 21a... coupling piece, 22... bolt, G... vertical line.

Claims (1)

【特許請求の範囲】 1 壁板の上下の各辺のほぼ中央部と各辺に近接
する上下の各梁とにまたがつて、壁板を各梁にそ
れぞれ連結支持する上下の連結具を同一垂直直線
上に設けてあり、上方の梁と壁板とにまたがつて
双方を解除可能に結合する結合部を設けてあり、 上記上下両連結具は壁板の上下各辺から近接す
る梁に向けて取付け板を突設し、梁のフランジ外
面には上記取付け板に対向して突き合せ状態に取
付け板を突設し、対向近接する各取付け板の一側
に軸孔を備えている軸受をそれぞれ取外し可能に
設け、上下に対向している軸孔に連結ピンが遊嵌
しており、 上記壁板は上方の梁との結合部における結合解
除状態において上下の連結ピンを中心として面外
方向に回転可能であることを特徴とする壁板の取
付け構造。
[Scope of Claims] 1. The upper and lower connectors that connect and support the wall board to each beam are the same, spanning approximately the center of each of the upper and lower sides of the wall board and each of the upper and lower beams adjacent to each side. It is provided on a vertical straight line, and has a connecting part that straddles the upper beam and the wall plate and releasably connects them. A bearing with a mounting plate protruding from the flange of the beam, a mounting plate protruding from the outside of the flange of the beam so as to face and abut against the mounting plate, and a shaft hole provided on one side of each mounting plate adjacent to the mounting plate. are provided in a removable manner, and connecting pins are loosely fitted into the vertically opposing shaft holes, and when the wall board is disconnected from the upper and lower beams, the upper and lower connecting pins are the center of the connection pins. A wall board mounting structure characterized by being rotatable in one direction.
JP16159682A 1982-09-18 1982-09-18 Wall plate mounting structure Granted JPS5952069A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16159682A JPS5952069A (en) 1982-09-18 1982-09-18 Wall plate mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16159682A JPS5952069A (en) 1982-09-18 1982-09-18 Wall plate mounting structure

Publications (2)

Publication Number Publication Date
JPS5952069A JPS5952069A (en) 1984-03-26
JPS6248032B2 true JPS6248032B2 (en) 1987-10-12

Family

ID=15738144

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16159682A Granted JPS5952069A (en) 1982-09-18 1982-09-18 Wall plate mounting structure

Country Status (1)

Country Link
JP (1) JPS5952069A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5968151U (en) * 1982-10-29 1984-05-09 日野自動車株式会社 engine control device
JPH0442128Y2 (en) * 1985-04-06 1992-10-05
JP3864361B2 (en) * 1998-09-01 2006-12-27 清水建設株式会社 Viscous damping wall mounting structure and mounting method
JP3864363B2 (en) * 1998-09-02 2006-12-27 清水建設株式会社 Viscous damping wall mounting structure and mounting method
WO2001016445A1 (en) * 1999-09-01 2001-03-08 Shimizu Corporation Mounting structure and method for viscosity system damping wall
WO2002035033A1 (en) 2000-10-24 2002-05-02 Oiles Corporation Vibration control structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56156352A (en) * 1980-05-01 1981-12-03 Kajima Corp Wall plate in building and attaching method thereof

Also Published As

Publication number Publication date
JPS5952069A (en) 1984-03-26

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