JPS6344040A - Pillar and brace connection structure - Google Patents
Pillar and brace connection structureInfo
- Publication number
- JPS6344040A JPS6344040A JP18493886A JP18493886A JPS6344040A JP S6344040 A JPS6344040 A JP S6344040A JP 18493886 A JP18493886 A JP 18493886A JP 18493886 A JP18493886 A JP 18493886A JP S6344040 A JPS6344040 A JP S6344040A
- Authority
- JP
- Japan
- Prior art keywords
- web
- column
- phrase
- flange
- base material
- 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
- 239000000463 material Substances 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 description 15
- 239000010959 steel Substances 0.000 description 15
- 241000272814 Anser sp. Species 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding 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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は角形鋼管柱と梁、フレーズを着脱自在に接合
した、柱・フレーズ接合部構造に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a column/phrase joint structure in which a square steel pipe column, a beam, and a phrase are removably joined.
鉄骨梁あるいは鉄骨土台、鉄骨桁の上または下に角形鋼
管柱を着脱自在に取り付けようとする場合、通常の手段
であれば角形鋼管柱−トを梁フランジ等の基材上に重ね
、突出したベースプレートの周辺部でボルト接合するこ
とになるが、ベースプレートが柱から突出するので内装
に支障となる場合があり、また柱に対し、基材の巾が柱
と同じかあるいは僅かに大きい場合にはボルト挿通孔を
設けることができない。When attempting to removably attach a square steel pipe column above or below a steel beam, steel foundation, or steel girder, the normal method would be to stack the square steel pipe column on a base material such as a beam flange, Bolts will be joined around the base plate, but since the base plate protrudes from the pillar, it may interfere with the interior design.Also, if the width of the base material is the same as or slightly larger than the pillar, Bolt insertion holes cannot be provided.
またフレーズを架設するには柱と梁の接合部に改めてガ
セットプレートを取り付ける必要があり、仕口が複雑化
するのが実情である。In addition, in order to construct a phrase, it is necessary to reinstall a gusset plate at the joint between the pillar and beam, which makes the connection complicated.
この発明はこうした角形鋼管柱と梁、フレーズからなる
接合部の実情を踏まえてなされたもので、ガセットプレ
ートが一体化した特殊な形状の取付金具を用い、ボルト
の位置を柱断面内に収めることにより接合部の柱からの
突出を小さく抑えると同時に、フレーズ接続の便宜を図
ろうとするものである。This invention was made based on the actual situation of joints made of square steel pipe columns, beams, and phrases, and uses a specially shaped mounting bracket with an integrated gusset plate to keep the bolt position within the column cross section. This is intended to reduce the protrusion of the joint portion from the pillar and at the same time to facilitate phrase connections.
本発明では上下フランジがウェブで連結されて縦断面が
I形影状の取付金具を介して角形鋼管柱と鉄骨梁等の基
材を接合するとともに、そのウェブに直接フレーズを接
続することにより柱からの突出の少ない、そして簡易な
接合部構造を形成する。In the present invention, the upper and lower flanges are connected by a web, and the base material such as a rectangular steel pipe column and a steel beam is connected via a mounting bracket with an I-shaped longitudinal section. Forms a simple joint structure with less protrusion.
取付金具のウェブは横断面が十字状をなし、少なくとも
一方向のウェブはガセ−/ )プレート状に柱面より突
出しており、このウェブにフレーズが接続される。The web of the mounting bracket has a cross-shaped cross section, and the web in at least one direction protrudes from the column surface in the form of a goose plate, and the phrase is connected to this web.
また一方のフランジに角形鋼管柱が溶接され、他方のフ
ランジに基材がボルト接合される。Further, a square steel pipe column is welded to one flange, and a base material is bolted to the other flange.
以下本発明を一実施例を示す図面に基づいて説明する。 The present invention will be explained below based on the drawings showing one embodiment.
この発明は上下のフランジla、lbとこれらを連結す
るウェブ1cとからなる取付金具1に角形鋼管柱2(以
下柱2)と鉄骨梁。This invention includes a mounting bracket 1 consisting of upper and lower flanges la, lb and a web 1c connecting these, a square steel pipe column 2 (hereinafter referred to as column 2) and a steel beam.
基礎等の基材3及びフレーズ4を接続して構成される柱
・フレーズ接合部A(以下接合部A)の構造である。This is the structure of a column/phrase joint A (hereinafter referred to as joint A) which is constructed by connecting a base material 3 such as a foundation and a phrase 4.
取付金具1は第1図に示すようにプレート状の上部フラ
ンジ1aと下部フランジ1bを十字状の横断面形状をな
すウェブICで連結したもので、少なくとも一方向のウ
ェブICは柱2面から突出し、これにはフレーズ4を接
続するためのボルト孔IC′が明けられる。As shown in Fig. 1, the mounting bracket 1 has a plate-shaped upper flange 1a and a lower flange 1b connected by a web IC having a cross-shaped cross section, and the web IC in at least one direction protrudes from two faces of the column. , a bolt hole IC' for connecting phrase 4 is drilled in this.
そして取付金具1は1字状の縦断面形状をしている。The mounting bracket 1 has a single character-shaped vertical cross section.
また基材3が接合される一方のフランジ1a+もしくは
1bにもボルト接合のためのボルト孔1a′、1b′が
明けられ、他方のフランジIb、 もしくは1aには
柱2が溶接により接合される。Further, bolt holes 1a' and 1b' for bolt connection are made in one flange 1a+ or 1b to which the base material 3 is joined, and the pillar 2 is joined by welding to the other flange Ib or 1a.
第1図に示す取付金具1は接合部Aの部位によって上下
関係が逆転する。The vertical relationship of the mounting bracket 1 shown in FIG. 1 is reversed depending on the location of the joint A.
第2図は本発明の実施例を示したもので、下方の接合部
Aは基礎を、そして上方の接合部Aは鉄骨梁をそれぞれ
基材3としている。FIG. 2 shows an embodiment of the present invention, in which the base material 3 of the lower joint A is a foundation, and the base material 3 of the upper joint A is a steel beam.
下方の接合部Aでは下部フランジ1bが基材3にボルト
接合され、上部フランジ1aに柱2が溶接されるが、上
方の接合部Aでは取付金具1の上下が逆になり、上部フ
ランジ1aに基材3が接合される。また柱面から突出し
たウェブlcにフレーズ4がプレート5を介して接続さ
れる。At the lower joint A, the lower flange 1b is bolted to the base material 3, and the column 2 is welded to the upper flange 1a, but at the upper joint A, the mounting bracket 1 is upside down, and the upper flange 1a The base material 3 is joined. Further, a phrase 4 is connected via a plate 5 to the web lc protruding from the column surface.
第3図は上方、下方の接合部Aとも鉄骨梁を基材3とし
た場合の実施例を、そして第4図はウェブ1cの成を小
さくした形状の取付金具1の実施例をそれぞれ示したも
のである。Fig. 3 shows an example in which the base material 3 is a steel beam for both the upper and lower joints A, and Fig. 4 shows an example of the mounting bracket 1 having a shape in which the web 1c is made smaller. It is something.
後者の場合フレーズ4が接続されるウェブICはやや大
きめに形成され、取付金具1はこのウェブICとフラン
ジ1bにおいて柱1に溶接されることになる。In the latter case, the web IC to which the phrase 4 is connected is formed slightly larger, and the mounting bracket 1 is welded to the column 1 at this web IC and the flange 1b.
この発明は以上の通りであり、接合部を構成する取付金
具は上下のフランジをウェブで連結し、更にガセットプ
レートを一体化してなるものであるため柱の断面内で基
材をボルト接合することが可能であると同時に、フレー
ズの接合が簡便化され、その結果突出の少ない簡易な接
合部を形成することができる。The present invention is as described above, and since the mounting fittings constituting the joint are made by connecting the upper and lower flanges with a web and further integrating the gusset plate, the base materials can be bolted together within the cross section of the column. At the same time, it is possible to simplify the joining of phrases, and as a result, it is possible to form a simple joined part with less protrusion.
第1図は取付金具を示した正面図であり、第2図乃至第
4図は本発明の実施例を示した正面図である。
A〜−−−−−一往・フレーズ接合部、1−・−取付金
具、1 a−−−−−−一上部フランジ、1 b−−−
−−−−一下部フランジ、l c −−−−−−ウェブ
、la’l lb’、IC’−−−−−−−ボルト孔
、2・−−−−−−一角形鋼管柱、3−−−−−−−基
材、4−−−−−−−・フレーズ、5・−−−−一−−
・プレート。
第 1 図
第4叉FIG. 1 is a front view showing a mounting bracket, and FIGS. 2 to 4 are front views showing embodiments of the present invention. A~------One-way/phrase joint, 1-・-Mounting bracket, 1 a----One upper flange, 1 b---
---- One lower flange, l c ------- Web, la'l lb', IC'------ Bolt hole, 2 ------- Monogonal steel pipe column, 3 --------Base material, 4---------・Phrase, 5・------1---
·plate. Figure 1 4th fork
Claims (1)
方向のウェブが柱面より突出するI形縦断面形状をした
取付金具の突出したウェブにフレーズを接続するととも
に、一方のフランジに基材をボルト接合し、他方のフラ
ンジに柱端部を溶接してあることを特徴とする柱・フレ
ーズ接合部構造。(1) Connect the phrase to the protruding web of the mounting bracket, which has an I-shaped longitudinal section in which the upper and lower flanges are connected by a web and the web in at least one direction protrudes from the column surface, and bolt the base material to one flange. A column/phrase joint structure characterized in that the column end is welded to the other flange.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18493886A JPS6344040A (en) | 1986-08-06 | 1986-08-06 | Pillar and brace connection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18493886A JPS6344040A (en) | 1986-08-06 | 1986-08-06 | Pillar and brace connection structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6344040A true JPS6344040A (en) | 1988-02-25 |
Family
ID=16161977
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18493886A Pending JPS6344040A (en) | 1986-08-06 | 1986-08-06 | Pillar and brace connection structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6344040A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01143805U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143804U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143802U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143803U (en) * | 1988-03-11 | 1989-10-03 | ||
JP3020190U (en) * | 1995-07-05 | 1996-01-19 | 株式会社稲福建設 | Metal fittings for wooden members in wooden buildings |
-
1986
- 1986-08-06 JP JP18493886A patent/JPS6344040A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01143805U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143804U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143802U (en) * | 1988-03-11 | 1989-10-03 | ||
JPH01143803U (en) * | 1988-03-11 | 1989-10-03 | ||
JP3020190U (en) * | 1995-07-05 | 1996-01-19 | 株式会社稲福建設 | Metal fittings for wooden members in wooden buildings |
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