JPS62268441A - Connector of steel pillar - Google Patents
Connector of steel pillarInfo
- Publication number
- JPS62268441A JPS62268441A JP10900486A JP10900486A JPS62268441A JP S62268441 A JPS62268441 A JP S62268441A JP 10900486 A JP10900486 A JP 10900486A JP 10900486 A JP10900486 A JP 10900486A JP S62268441 A JPS62268441 A JP S62268441A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- joint
- connector
- steel column
- column
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 42
- 239000010959 steel Substances 0.000 title claims description 42
- 239000000463 material Substances 0.000 claims description 5
- 238000004043 dyeing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (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】
（ア）産業上の利用分野
この発明は鉄骨材で構築した高層建築物の上下の鋼柱の
接合部の周りに密着して取巻くｉ間柱の接合具に関する
ものである。[Detailed Description of the Invention] (A) Industrial Application Field This invention relates to a connector for i-studs that closely surrounds the joint between upper and lower steel columns of a high-rise building constructed of steel frame materials. .
（イ）従来の技術及び発明が解決しようとする問題点。(b) Problems to be solved by conventional technology and inventions.
従来、鉄骨材で構築した高層建築物の上下の鋼材の接合
は、鋼板をｉ間柱の接合部に必で、この鋼板の上下の穴
と鋼柱の穴とをボルト・ナツト又はリベットで止めるか
、接合部を溶接していたが。Conventionally, to join the upper and lower steel members of a high-rise building constructed with steel frames, it was necessary to attach a steel plate to the joint of the I stud, and to connect the upper and lower holes of this steel plate and the holes of the steel column with bolts, nuts, or rivets. , but the joints were welded.
この鋼柱の内部の中空の部分をチェノやローラーが移動
する駐車装置等の場合にはボルト・ナラ１〜（９リベツ
トの末端が鋼柱内部に突出し、ヂエンやローラー等の移
動の障害となり不都合であり、また、高層部分の接合部
全強度と精度を保って溶接する作業は（粗めて困難であ
った。In the case of parking equipment, etc. in which chains and rollers move through the hollow part inside the steel column, the ends of the bolts and nuts 1 to 9 (9) protrude inside the steel column, causing an inconvenience as it becomes an obstacle to the movement of the bolts and rollers, etc. Moreover, it was rough and difficult to weld the joints of the high-rise sections while maintaining the full strength and precision.
（つ）問題点を解決するための手段及び作用この発明は
上述の問題点を解決するため、実施例の図面により説明
すると、■の実施態様にあっては、上下の鋼柱のタップ
（４）に合わせた穴（５）をもつ鋼材製の接合具（３）
を、上部鋼柱（１）と下部鋼柱（２）の接合部にはめこ
み、接合具（３）の穴（５）を通して、上下の鋼柱（Ｌ
２）のタップ（４）にボルトをねじこんで固着させるこ
とにより、上下の１閣柱（１，２）を固定している。(1) Means and operation for solving the problems In order to solve the above-mentioned problems, this invention will be explained with reference to the drawings of the embodiment. ) A steel connector (3) with a hole (5) that matches the
into the joint between the upper steel column (1) and the lower steel column (2), and connect the upper and lower steel columns (L) through the hole (5) of the connector (3).
The upper and lower pillars (1, 2) are fixed by screwing and fixing bolts into the taps (4) of 2).
また、■の実施態様に必っては、ｉ’；（６） ８６つ
鋼材よりなる鍔付接合具（７）を固定板（８）をもつ上
部鋼柱（１）にはめこみ、固定板（８）の穴（５）と鍔
付接合具（７）のタップ（４）とをボルトで固定すする
とともに、この鍔付接合具（７）に下部鋼柱（２）をは
めこみ＋ Ｗ（９）に鍔（６）の下部を載置して。In addition, in the embodiment (2), i'; (6) 86 pieces of the flanged joint (7) made of steel are fitted into the upper steel column (1) having the fixing plate (8), and the fixing plate ( Fix the hole (5) of 8) and the tap (4) of the flanged joint (7) with bolts, and fit the lower steel column (2) into this flanged joint (7). ) Place the lower part of the tsuba (6).
上下の鋼柱（１，２）を固定させることにより９問題点
を解決するもので、上下の鋼柱（１，２）、は高層建築
物の四隅に立設されているので、これらの鋼柱の上トの
接合部を接合具（３）または鍔付接合具（７）をはめこ
み、固定するだけで９ｗＩ柱を強固に立設することがで
きる。This solves nine problems by fixing the upper and lower steel columns (1, 2).Since the upper and lower steel columns (1, 2) are erected at the four corners of a high-rise building, The 9wI column can be firmly erected simply by fitting and fixing the joint part of the top of the column with the joint tool (3) or the flanged joint tool (7).
（１）実施例
本発明の実施例を図面によって説明すると１図中１は上
部鋼柱、２は下部鋼柱、３は接合具、４はタップ、５は
穴にして、■の実施態様にあっては第４図に示すように
、上下の鋼柱１，２を接合し、この接合部に接合具３を
はめこみ、穴５を通してタップ４にボルトをねしこんで
、上下の鋼柱１．２を接合具３で固定する。(1) Example An example of the present invention will be explained with reference to the drawings. In the figure, 1 is an upper steel column, 2 is a lower steel column, 3 is a connector, 4 is a tap, and 5 is a hole. As shown in Fig. 4, the upper and lower steel columns 1 and 2 are joined together, the joint tool 3 is fitted into this joint, and the bolt is inserted into the tap 4 through the hole 5, and the upper and lower steel columns 1 and 2 are connected. .2 is fixed with joint tool 3.
また、６は鍔、７は鍔付接合具、８は上部鋼柱１にとり
つけた固定板、９は梁にして、■の実施様
態様にあっては、第７図に示す用に上部鋼柱１に鍔付接
合具７をはめこみ、固定板１と鍔６の上部をタップ４に
ボルトをねじこんで固定するとともに、この鍔付接合具
７に下部鋼柱２の上部をはめこみ、鍔６の下部を梁９に
載置して上下の鋼柱１゜２を固定する。Further, 6 is a collar, 7 is a joint with a collar, 8 is a fixing plate attached to the upper steel column 1, and 9 is a beam. Fit the flanged joint 7 into the column 1, fix the fixing plate 1 and the upper part of the collar 6 by screwing bolts into the tap 4, fit the upper part of the lower steel column 2 into the flanged joint 7, and fix the upper part of the collar 6. The lower part of the frame is placed on the beam 9, and the upper and lower steel columns 1°2 are fixed.
（オ）効果
本発明は上述のように構成されているので、■及び■の
両実施態様ともに接合した上下の鋼柱の中空の部分には
突出物が全くないので、その中空の部分にチェン、ワイ
ヤー、ローラー等を昇降ざＵても支障は全くなく、また
、上下の鋼柱の接合部を溶接により接合させる必要がな
いため９作業が簡単になり、上下鋼柱の組立作業の効率
を上げるのに、極めて効果的である。(E) Effect Since the present invention is constructed as described above, there is no protrusion at all in the hollow part of the upper and lower steel columns joined in both embodiments (1) and (2). There is no problem when lifting and lowering wires, rollers, etc., and there is no need to weld the joints of the upper and lower steel columns, making the work easier and improving the efficiency of assembling the upper and lower steel columns. It is extremely effective in raising
第１図は■の実施態様における上部鋼柱の斜視図。
第２図は同じく接合具の斜視図。
第３図は同じく下部鋼柱の斜視図。
第４図は同じく上下の鋼柱に接合具をとりつけた斜視図
。
第５図は■の実施態様にあける上部鋼材の斜視図。
第６図は同じく鍔付接合具の斜視図。
第７図は同じく上下の鋼柱を鍔付接合具で接合し、染上
にすえつけた状態を示す斜視図である。
１主な部分の符号の説明」FIG. 1 is a perspective view of the upper steel column in the embodiment (2). FIG. 2 is a perspective view of the connector. FIG. 3 is a perspective view of the lower steel column. Figure 4 is a perspective view of the joints attached to the upper and lower steel columns. FIG. 5 is a perspective view of the upper steel material in the embodiment (2). FIG. 6 is a perspective view of the flanged connector. FIG. 7 is a perspective view showing a state in which the upper and lower steel columns are joined with a flanged joint and set on a dyeing surface. 1. Explanation of symbols of main parts
Claims (2)
柱に接続する鋼柱との接合部の周りに密着して取巻くコ
字形の鋼材よりなる鋼柱の接合具。(1) A steel column joint made of U-shaped steel material that closely surrounds the joint between a steel column at the top of a building made of steel frame materials and a steel column connected to this steel column.
１項に記載の鋼柱の接合具。(2) The steel column connector according to claim 1, which has flanges at the top and bottom of the U-shaped steel material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61109004A JPH0658017B2 (en) | 1986-05-13 | 1986-05-13 | Guide rail connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61109004A JPH0658017B2 (en) | 1986-05-13 | 1986-05-13 | Guide rail connector |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62268441A true JPS62268441A (en) | 1987-11-21 |
| JPH0658017B2 JPH0658017B2 (en) | 1994-08-03 |
Family
ID=14499127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61109004A Expired - Lifetime JPH0658017B2 (en) | 1986-05-13 | 1986-05-13 | Guide rail connector |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0658017B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04265388A (en) * | 1990-11-08 | 1992-09-21 | Gmi Holdings Inc | Garage door actuating device, and assembling method therefor |
| JP2003035005A (en) * | 2001-07-25 | 2003-02-07 | Nkk Corp | Truss roof, its assembling method, and gusset plate and connection member used therefor |
| JP2004036371A (en) * | 2002-07-03 | 2004-02-05 | Fuji Hensokuki Co Ltd | Coupling structure of guide rail |
| JP2019007155A (en) * | 2017-06-21 | 2019-01-17 | 日精株式会社 | Pallet type mechanical parking device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5038321U (en) * | 1973-07-31 | 1975-04-21 |
-
1986
- 1986-05-13 JP JP61109004A patent/JPH0658017B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5038321U (en) * | 1973-07-31 | 1975-04-21 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04265388A (en) * | 1990-11-08 | 1992-09-21 | Gmi Holdings Inc | Garage door actuating device, and assembling method therefor |
| JP2003035005A (en) * | 2001-07-25 | 2003-02-07 | Nkk Corp | Truss roof, its assembling method, and gusset plate and connection member used therefor |
| JP2004036371A (en) * | 2002-07-03 | 2004-02-05 | Fuji Hensokuki Co Ltd | Coupling structure of guide rail |
| JP2019007155A (en) * | 2017-06-21 | 2019-01-17 | 日精株式会社 | Pallet type mechanical parking device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0658017B2 (en) | 1994-08-03 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |