JPH0280729A - Junction structure of steel-pipe concrete pole and beam - Google Patents
Junction structure of steel-pipe concrete pole and beamInfo
- Publication number
- JPH0280729A JPH0280729A JP23128388A JP23128388A JPH0280729A JP H0280729 A JPH0280729 A JP H0280729A JP 23128388 A JP23128388 A JP 23128388A JP 23128388 A JP23128388 A JP 23128388A JP H0280729 A JPH0280729 A JP H0280729A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- concrete
- steel
- pipe
- ribs
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 238000003466 welding Methods 0.000 claims abstract description 8
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明、は鋼管コンクリート柱と梁の接合構造に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a joint structure of a steel pipe concrete column and a beam.
(従来の技術)
従来において鋼管コンクリート柱に梁を接合するには柱
の外側にステイフナ−リングを取り付は補強する方法、
鋼管内部にダイヤフラムを設ける方法等が公知である。(Prior art) Conventionally, in order to join a beam to a steel pipe concrete column, a stiffener ring was attached to the outside of the column to reinforce it.
A method of providing a diaphragm inside a steel pipe is known.
しかしながらこれらの方法では鋼管とコンクリートの付
着を十分確保出来なかったり鋼管内へのコンクリートの
充填が困難である等の問題を伴っていた。However, these methods have been accompanied by problems such as insufficient adhesion between the steel pipe and concrete and difficulty in filling the steel pipe with concrete.
(発明が解決しようとする課題)
本発明は以上の従来の課題を解決し鋼管とコンクリート
の付着を十分確保出来及び鋼管内へのコンクリートの充
填が容易な鋼管コンクリ−1・柱と梁の接合構造の提供
を目的とする。(Problems to be Solved by the Invention) The present invention solves the above-mentioned conventional problems, and enables sufficient adhesion between the steel pipe and concrete, and allows easy filling of concrete into the steel pipe. Steel pipe concrete 1 - Column and beam connection The purpose is to provide structure.
(課題を解決するための手段)
本発明は以上の目的達成のために
1、上鋼管柱と上鋼管柱の間に熔接により介装された厚
肉の内面リブ付鋼管と、該内面リブ付鋼管の内部に充填
されたコンクリートと、前記内面リブ付鋼管の外面に突
き合せ固定された梁とからなる鋼管コンクリート柱と梁
の接合構造
を提案するものである。(Means for Solving the Problems) In order to achieve the above-mentioned objects, the present invention provides (1) a steel pipe with a thick internal rib, which is interposed by welding between an upper steel pipe column and an upper steel pipe column; The present invention proposes a joint structure of a steel pipe concrete column and a beam, which is composed of concrete filled inside the steel pipe and a beam fixed against the outer surface of the steel pipe with internal ribs.
(作用)
(1)本発明の接合構造は特に内面リブ付鋼管を用いる
ため鋼管とコンクリートの付着を十分確保出来る。(Function) (1) Since the joint structure of the present invention uses a steel pipe with internal ribs, sufficient adhesion between the steel pipe and concrete can be ensured.
(2)本発明の接合構造は特に内面リブ付鋼管のすブは
その内径を大きく縮小するものではないためコンクリー
トの充填の妨げとはならない。(2) In the joint structure of the present invention, the inner diameter of the inner diameter of the inner ribbed steel tube tube is not significantly reduced, so that it does not interfere with concrete filling.
(実施例)
以下本発明の鋼管コンクリート柱と梁の接合構造を図面
に示す実施例に従い説明する。(Example) The joint structure of a steel pipe concrete column and a beam according to the present invention will be described below according to an example shown in the drawings.
第1図及び第2図は本発明の接合構造を示し、該接合構
造は下調管柱(1a)と下調管柱(1b)の間に熔接に
より介装された内面リブ付鋼管(3)を有する。Figures 1 and 2 show a joint structure of the present invention, which includes a steel pipe (3) with internal ribs interposed by welding between a lower adjustment pipe column (1a) and a lower adjustment pipe column (1b). have
該内面リブ付鋼管(3)は厚肉てありその内面には複数
のリブ(4)が突設される。The inner ribbed steel pipe (3) is thick-walled and has a plurality of ribs (4) protruding from its inner surface.
次に下調管柱(1a)、内面リブ付鋼管(3)及び下調
管柱(1b)の内部にはコンクリ−1−(2)が充填さ
れる。Next, the insides of the lower adjustment pipe column (1a), the steel pipe with internal ribs (3), and the lower adjustment pipe column (1b) are filled with concrete 1-(2).
一方内面リブ付鋼管(3)の外面には梁(5)の端部が
熔接により突き合せ固定される。On the other hand, the ends of the beams (5) are butt-fixed to the outer surface of the inner ribbed steel pipe (3) by welding.
以上の実施例に示した本発明の鋼管コンクリート柱と梁
の接合構造の作用は次の通り。The operation of the steel pipe concrete column and beam joint structure of the present invention shown in the above embodiments is as follows.
すなわち梁(5)からの力(特に剪断力)は内面リブ付
鋼管(3)に伝えられる。That is, the force (especially shear force) from the beam (5) is transmitted to the inner ribbed steel pipe (3).
内面リブ付鋼管(3)はリブ(4)においてコンクリー
ト(2)と強固に付着しているため内面リブイ」鋼管(
3)が受ける力は十分にコンクリ−1−(2)に伝えら
れる。The inner ribbed steel pipe (3) is firmly attached to the concrete (2) at the rib (4), so the inner ribbed steel pipe (
The force applied to 3) is sufficiently transmitted to concrete 1-(2).
(発明の効果)
本発明の接合構造の実施例は以上の通りでありその効果
を次に列記する。(Effects of the Invention) The embodiments of the joining structure of the present invention are as described above, and the effects thereof are listed below.
(1)本発明の接合構造は特に内面リブ付鋼管を用いる
ため鋼管とコンクリートの付着を十分確保出来る・
(2)本発明の接合構造は特に内面リブ付鋼管のリブは
その内径を大きく縮小するものではないためコンクリー
トの充填の妨げとはならない。(1) The joint structure of the present invention particularly uses steel pipes with internal ribs, so it can ensure sufficient adhesion between the steel pipe and concrete. (2) The joint structure of the present invention particularly uses steel pipes with internal ribs whose inner diameter is greatly reduced. Since it is not a concrete material, it does not interfere with concrete filling.
第1図は本発明の接合構造の横断面図
第2図は第り図n−n断面図
1a:下調管柱 1b二下鋼管柱2:コンクリー
ト 3:内面リブ付鋼管4:リブ 5:
梁
二へFig. 1 is a cross-sectional view of the joint structure of the present invention. Fig. 2 is a cross-sectional view taken along line n-n. 1a: Lower pipe column 1b 2 Lower steel pipe column 2: Concrete 3: Steel pipe with internal ribs 4: Rib 5:
To Liangji
Claims (1)
肉の内面リブ付鋼管と、該内面リブ付鋼管の内部に充填
されたコンクリートと、前記内面リブ付鋼管の外面に突
き合せ固定された梁とからなる鋼管コンクリート柱と梁
の接合構造1. A thick-walled steel pipe with internal ribs interposed by welding between an upper steel pipe column and a lower steel pipe column, concrete filled inside the steel pipe with internal ribs, and a steel pipe with an inner rib that abuts on the outer surface of the steel pipe with internal ribs. Joint structure of steel pipe concrete columns and beams consisting of fixed beams
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23128388A JPH0280729A (en) | 1988-09-14 | 1988-09-14 | Junction structure of steel-pipe concrete pole and beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23128388A JPH0280729A (en) | 1988-09-14 | 1988-09-14 | Junction structure of steel-pipe concrete pole and beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0280729A true JPH0280729A (en) | 1990-03-20 |
Family
ID=16921178
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23128388A Pending JPH0280729A (en) | 1988-09-14 | 1988-09-14 | Junction structure of steel-pipe concrete pole and beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0280729A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6210351A (en) * | 1985-07-03 | 1987-01-19 | 清水建設株式会社 | Filling steel pipe concrete column structure having distribution plate and long hole arranging part |
-
1988
- 1988-09-14 JP JP23128388A patent/JPH0280729A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6210351A (en) * | 1985-07-03 | 1987-01-19 | 清水建設株式会社 | Filling steel pipe concrete column structure having distribution plate and long hole arranging part |
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