JPH04106240A - Joint structure of concrete post in steel pipe - Google Patents
Joint structure of concrete post in steel pipeInfo
- Publication number
- JPH04106240A JPH04106240A JP22379190A JP22379190A JPH04106240A JP H04106240 A JPH04106240 A JP H04106240A JP 22379190 A JP22379190 A JP 22379190A JP 22379190 A JP22379190 A JP 22379190A JP H04106240 A JPH04106240 A JP H04106240A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- concrete
- joint structure
- joint
- joint cylinder
- 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 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 238000010008 shearing Methods 0.000 abstract 2
- 230000005540 biological transmission Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000003351 stiffener Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
Landscapes
- 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 <Industrial Application Field> The present invention relates to a joint structure between 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
の外側にスチフナーリングを取り付は補強する方法、鋼
管内部にダイヤプラムを設ける方法等が公知である。(Prior Art) Conventionally, methods for joining a beam to a steel pipe concrete column include a method of attaching a stiffener ring to the outside of the column for reinforcement, a method of providing a diaphragm inside the steel pipe, and the like.
しかしながら鋼管コンクリート柱の外側にスチフナーリ
ングを取り付は補強する方法では梁せん断力のコンクリ
ートへの伝達が十分確保出来なかったり、鋼管柱の外側
に突出したスチフナーリングのため外壁の取り付けが妨
げられる等の問題を伴フていた。However, installing a stiffener ring on the outside of a steel pipe concrete column for reinforcement may not ensure sufficient transmission of beam shear force to the concrete, or the stiffener ring protruding to the outside of the steel pipe column may impede installation of the external wall. It was accompanied by a problem.
また鋼管内部にダイヤフラムを設ける方法では鋼管内へ
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。Furthermore, the method of providing a diaphragm inside the steel pipe has been accompanied by problems such as 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梁せん断力のコンク
リートへの伝達を十分確保し且つm管内へのコンクリー
トの充填が容易な鋼管コンクリート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 connects a steel pipe concrete column and a beam by ensuring sufficient transmission of beam shear force to the concrete and making it easy to fill concrete into the m-pipe. 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、上下の鋼管柱の間に介装された接合筒体と、前記管
柱の外面と一致された前記接合筒体の外面と、鋼管柱の
内面より内方に位置する接合筒体の内面と、前記鋼管柱
乃至接合筒体に充填されたコンクリートとからなる鋼管
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 objects, the present invention provides: 1. A joint cylinder interposed between upper and lower steel pipe columns, and a joint cylinder that is aligned with the outer surface of the pipe column. This proposes a joint structure between a steel pipe concrete column and a beam, which consists of the outer surface of the steel pipe column, the inner surface of the joint cylinder located inward from the inner surface of the steel pipe column, and concrete filled in the steel pipe column or the joint cylinder. .
(作用)
(1)本発明の接合構造は特に接合筒体の内面か鋼管柱
の内面より内方に位置するため梁からのせん断力がコン
クリートに十分伝わる。(Function) (1) Since the joint structure of the present invention is located inward from the inner surface of the joint cylinder or the inner surface of the steel pipe column, the shear force from the beam is sufficiently transmitted to the concrete.
(2)本発明の接合構造は特に接合筒体の内面はその内
径が大きく縮小するものではないためコンクリート充填
の妨げとはならない。(2) In the joint structure of the present invention, the inner diameter of the inner surface of the joint cylinder is not significantly reduced, so that it does not interfere with concrete filling.
(3)本発明の接合構造は特に接合筒体の外面は鋼管柱
の外面と一致されるため外壁の取り付けか妨げられない
。(3) In the joint structure of the present invention, in particular, the outer surface of the joint cylinder is matched with the outer surface of the steel pipe column, so that attachment of the outer wall is not hindered.
(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図は本発明の接合構造を示し、該接合構造は角形、
丸形等の上下の鋼管柱(1a)(lb)の間に介装され
た接合筒体(2)を有する。FIG. 1 shows a joint structure of the present invention, which has a rectangular shape,
It has a joint cylinder (2) interposed between upper and lower round steel pipe columns (1a) (lb).
該接合筒体(2)の外面は上下の鋼管柱(Ia)(lb
)の外面と一致される。The outer surface of the joint cylinder (2) is connected to the upper and lower steel pipe columns (Ia) (lb
) is matched with the outer surface of
一方接合筒体(2)の内面は上下の鋼管柱(la)(1
b)の内面より内方に位置されろ。On the other hand, the inner surface of the joint cylinder (2) is the upper and lower steel pipe columns (la) (1
Be located inward from the inner surface of b).
上下の鋼管柱(la)(lb)乃至接合筒体(2)には
コンクリート(3)か充填されろ。The upper and lower steel pipe columns (la) (lb) and the joint cylinder (2) are filled with concrete (3).
以上の状叶て梁(5)からのせん断力は接合筒体(2)
に伝わる。In the above state, the shear force from the beam (5) is applied to the joint cylinder (2).
It is transmitted to
ところか接合筒体(2)の内面は上下の鋼管柱(Ia)
(Ib)の内面より内方に位置しているため接合筒 体
(2)からコンクリート(3)にせん断力は確実に伝わ
る。However, the inner surface of the joint cylinder (2) is the upper and lower steel pipe columns (Ia).
Since it is located inward from the inner surface of (Ib), shear force is reliably transmitted from the joint cylinder (2) to the concrete (3).
第2図は本発明の他の接合構造を示し、該接合構造は接
合筒体(2)の内面に異径鉄筋(6)か溶接固定されて
いる。FIG. 2 shows another joint structure of the present invention, in which reinforcing bars (6) of different diameters are welded and fixed to the inner surface of the joint cylinder (2).
これにより接合筒体(2)からコンクリート(3)への
せん断力の伝達はより確実になる。This makes the transmission of shear force from the joint cylinder (2) to the concrete (3) more reliable.
第3図は本発明の他の接合構造を示し、該接合構造は接
合筒体(2)の内面にスタット(7)か溶接固定されせ
ん断力の伝達が確実になっている。FIG. 3 shows another joint structure of the present invention, in which a stud (7) is welded and fixed to the inner surface of the joint cylinder (2) to ensure the transmission of shear force.
(発明の効果)
本発明の鋼管コンクリート柱と梁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 steel pipe concrete column and beam joint 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接合筒体の内面か鋼管柱
の内面より内方に位置するため梁からのせん断力がコン
クリートに十分伝わる。(1) Since the joint structure of the present invention is located inward from the inner surface of the joint cylinder or the inner surface of the steel pipe column, the shear force from the beam is sufficiently transmitted to the concrete.
(2)本発明の接合構造は特に接合筒体の内面はその内
径が大きく縮小するものではないためコシクリート充填
の妨げとはならない。(2) In the joint structure of the present invention, the inner diameter of the inner surface of the joint cylinder is not significantly reduced, so that it does not interfere with cosiclete filling.
(3)本発明の接合構造は特に接合筒体の外面j!鋼管
柱の外面と一致されるため外壁の取り付けが妨げられな
い。(3) The joint structure of the present invention is particularly suitable for the outer surface of the joint cylinder! Since it matches the outer surface of the steel pipe column, installation of the outer wall is not obstructed.
第1図は本発明の接合構造の要部断面正面図第2図及び
第3図は同上他の接合構造の要部断面正面図
】a:鋼管柱
1b二鋼管柱
2:接合筒体
3:コンクリート
5:梁
6:異径鉄筋
7:スタット
出願人 大和ハウス工業株式会社FIG. 1 is a cross-sectional front view of the main part of the joint structure of the present invention; FIGS. 2 and 3 are cross-sectional front views of the main part of the same and other joint structures; Concrete 5: Beam 6: Different diameter reinforcing bar 7: Stat applicant Daiwa House Industry Co., Ltd.
Claims (1)
管柱の外面と一致された前記接合筒体の外面と、鋼管柱
の内面より内方に位置する接合筒体の内面と、前記鋼管
柱乃至接合筒体に充填されたコンクリートとからなる鋼
管コンクリート柱と梁の接合構造1. A joint cylinder interposed between the upper and lower steel pipe columns, an outer surface of the joint cylinder that matches the outer surface of the steel pipe column, and an inner surface of the joint cylinder that is located inward from the inner surface of the steel pipe column. and concrete filled in the steel pipe column or joint cylinder, a joint structure of a steel pipe concrete column and a beam.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22379190A JPH04106240A (en) | 1990-08-25 | 1990-08-25 | Joint structure of concrete post in steel pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22379190A JPH04106240A (en) | 1990-08-25 | 1990-08-25 | Joint structure of concrete post in steel pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04106240A true JPH04106240A (en) | 1992-04-08 |
Family
ID=16803771
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22379190A Pending JPH04106240A (en) | 1990-08-25 | 1990-08-25 | Joint structure of concrete post in steel pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04106240A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017066658A (en) * | 2015-09-29 | 2017-04-06 | 大和ハウス工業株式会社 | Cft column-beam joint structure |
-
1990
- 1990-08-25 JP JP22379190A patent/JPH04106240A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017066658A (en) * | 2015-09-29 | 2017-04-06 | 大和ハウス工業株式会社 | Cft column-beam joint structure |
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