JPH09317009A - Joint structure for concrete-filled steel pipe column with beam - Google Patents

Joint structure for concrete-filled steel pipe column with beam

Info

Publication number
JPH09317009A
JPH09317009A JP14054096A JP14054096A JPH09317009A JP H09317009 A JPH09317009 A JP H09317009A JP 14054096 A JP14054096 A JP 14054096A JP 14054096 A JP14054096 A JP 14054096A JP H09317009 A JPH09317009 A JP H09317009A
Authority
JP
Japan
Prior art keywords
steel pipe
filled
concrete
filled steel
concrete 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.)
Withdrawn
Application number
JP14054096A
Other languages
Japanese (ja)
Inventor
Takanori Sato
孝典 佐藤
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
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP14054096A priority Critical patent/JPH09317009A/en
Publication of JPH09317009A publication Critical patent/JPH09317009A/en
Withdrawn legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To allow an easy jointing work by jointing a square steel pipe to a beam steel frame, inserting a concrete-filled steel pipe column in the square steel pipe, and filling a gap between the square steel pipe and the concrete-filled steel pipe column with mortar. SOLUTION: A joint element 21 formed out of joint steel frames 22 welded to both outer surfaces of a square steel pipe 20 is laid as a beam joint part on the upper end of a lower concrete-filled steel pipe column 11. Then, the upper end of a steel pipe 12 used for the lower concrete-filled steel pipe column 11 is inserted in the lower half part of the square steel pipe 20. Subsequently, the lower end of a steel pipe 12 for the concrete-filled steel pipe column 11 is inserted in the upper half part of the square steel pipe 20, thereby abutting the upper and lower steel pipes 12 to each other. Then, the steel pipes 12 are filled with concrete 13, and mortar is fed to and cured in a gap between the steel pipes 12 for the concrete-filled steel pipe columns 11 and the square steel pipe 20. Thereafter, a beam steel frame 23 is welded and jointed to the jointing steel frames 22 of the joint element 21, thereby completing a joint between the column 11 of circular cross section and the beam steel frame 23. As a result, workability is improved.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鋼管の内部にコン
クリートを充填してなる充填鋼管コンクリート柱と梁と
の接合構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a filled steel pipe concrete column and a beam in which a steel pipe is filled with concrete.

【0002】[0002]

【従来の技術】周知のように、充填鋼管コンクリート構
造は鋼管の内部にコンクリートを充填する一種の鉄骨コ
ンクリート複合構造であり、高層建築物の構造として近
年広く採用されるようになってきている。そのような充
填鋼管コンクリート構造における柱、すなわち鋼管内に
コンクリートを充填して形成される充填鋼管コンクリー
ト柱と梁との接合構造として、従来次のものが知られて
いる。
2. Description of the Related Art As is well known, a filled steel pipe concrete structure is a kind of steel-concrete composite structure in which the inside of a steel pipe is filled with concrete, and has recently been widely adopted as a structure for high-rise buildings. The following is conventionally known as a column in such a filled steel pipe concrete structure, that is, a joint structure of a filled steel pipe concrete column and a beam formed by filling concrete in a steel pipe.

【0003】図4に示す構造では、角形鋼管2の内部に
コンクリート3を充填した充填鋼管コンクリート柱1と
梁鉄骨5を接合するに当たり、梁鉄骨5の端部の金具6
と、鋼管2の内部に配した金具とを、鋼管2を貫通する
ボルトで締め付けることで、内外の両金具6、7により
鋼管2を挟持し、その状態でコンクリート3を打設する
ことにより、充填鋼管コンクリート柱1と梁鉄骨5を接
合している。
In the structure shown in FIG. 4, when joining the filled steel pipe concrete column 1 in which the concrete 3 is filled in the rectangular steel pipe 2 and the beam steel frame 5, the metal fitting 6 at the end of the beam steel frame 5 is joined.
By tightening the metal fitting arranged inside the steel pipe 2 with a bolt penetrating the steel pipe 2, the steel pipe 2 is sandwiched between the inner and outer metal fittings 6 and 7, and the concrete 3 is placed in that state. The filled steel pipe concrete pillar 1 and the beam steel frame 5 are joined.

【0004】また、図5に示す構造では、円形鋼管12
の内部にコンクリート13を充填した充填鋼管コンクリ
ート柱11と鉄筋コンクリート梁15を接合するに当た
り、梁仕口部において、梁15の主筋16の一部を充填
鋼管コンクリート柱11の鋼管12に貫通させ、その上
で鋼管12の内部にコンクリート13を打設することに
より、梁15と柱11を接合している。
Further, in the structure shown in FIG. 5, the circular steel pipe 12
In joining the filled steel tube concrete column 11 filled with concrete 13 and the reinforced concrete beam 15, inside the beam joint part, a part of the main bar 16 of the beam 15 is penetrated into the steel tube 12 of the filled steel tube concrete column 11, The beam 15 and the pillar 11 are joined by placing concrete 13 inside the steel pipe 12 above.

【0005】[0005]

【発明が解決しようとする課題】ところで、図4の構造
は、角形鋼管2を用いた充填鋼管コンクリート柱1と梁
を接合する場合には適切であるが、断面円形の充填鋼管
コンクリート柱と梁を接合する場合には適用できない。
また、図5の構造は、梁の主筋の一部を充填鋼管コンク
リート柱11の鋼管12に貫通させる必要があるので、
構造が複雑で作業性が悪いという問題があった。
By the way, the structure of FIG. 4 is suitable for joining the filled steel pipe concrete column 1 and the beam using the square steel pipe 2, but the filled steel pipe concrete column and the beam having the circular cross section are used. Not applicable when joining.
Further, in the structure of FIG. 5, since it is necessary to penetrate a part of the main bars of the beam into the steel pipe 12 of the filled steel pipe concrete column 11,
There was a problem that the structure was complicated and workability was poor.

【0006】本発明は、上記事情を考慮し、円形の充填
鋼管コンクリート柱と梁を簡単な構造で容易に接合する
ことのできる充填鋼管コンクリート柱と梁の接合構造を
提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a joint structure of a filled steel pipe concrete column and a beam, which can easily join a circular filled steel pipe concrete column and a beam with a simple structure. .

【0007】[0007]

【課題を解決するための手段】請求項1の発明は、円形
鋼管の内部にコンクリートを充填してなる充填鋼管コン
クリート柱と梁の接合構造において、前記梁に角形鋼管
を接合し、その角形鋼管の内部に前記充填鋼管コンクリ
ート柱を挿入すると共に、角形鋼管と充填鋼管コンクリ
ート柱との隙間に充填材を充填し固化させたことを特徴
とする。
According to a first aspect of the present invention, in a joint structure of a filled steel pipe concrete column and a beam in which a circular steel pipe is filled with concrete, a square steel pipe is joined to the beam, and the square steel pipe is joined. The above-mentioned filled steel tube concrete column is inserted into the inside of the above, and a filler is filled in a gap between the square steel tube and the filled steel tube concrete column to be solidified.

【0008】請求項2の発明は、請求項1において、上
下に接合すべき上側と下側の前記充填鋼管コンクリート
柱を角形鋼管内に挿入し、同角形鋼管内で端部を突き合
わせたことを特徴とする。
According to a second aspect of the present invention, in the first aspect, the upper and lower filled steel pipe concrete columns to be joined vertically are inserted into a rectangular steel pipe, and ends are abutted in the rectangular steel pipe. Characterize.

【0009】請求項3の発明は、請求項1または2にお
いて、前記角形鋼管及び充填鋼管コンクリート柱の鋼管
を貫通するようにボルトを設け、該ボルトにより梁と角
形鋼管とを接合したことを特徴とする。
According to a third aspect of the present invention, in the first or second aspect, a bolt is provided so as to penetrate through the steel pipe of the square steel pipe and the filled steel pipe concrete column, and the beam and the square steel pipe are joined by the bolt. And

【0010】[0010]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。図1、図2は第1実施形態の接合構
造を示している。この接合構造は、断面円形の鋼管12
の内部にコンクリート13を充填した充填鋼管コンクリ
ート柱11を上下に接合しながら、同時に梁鉄骨23と
接合する場合の構造である。
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show a joining structure according to the first embodiment. This joint structure has a steel pipe 12 with a circular cross section.
This is a structure in the case where the filled steel pipe concrete columns 11 filled with concrete 13 are vertically joined and simultaneously joined with the beam steel frame 23.

【0011】接合に当たっては、図1(a)に示すよう
に、角形鋼管20の両外側面に接合用鉄骨22を溶接し
た接合金物21を用意する。そして、この接合金物21
を、下側の充填鋼管コンクリート柱11の上端に梁仕口
部品として配設し、角形鋼管20の下半部に、下側の充
填鋼管コンクリート柱11の鋼管12の上端を挿入す
る。次に、上側の充填鋼管コンクリート柱11の鋼管1
2の下端を角形鋼管20の上半部に挿入し、上下の鋼管
12を突き合わせる。そして、この状態で、鋼管12の
内部にコンクリート13を充填すると共に、充填鋼管コ
ンクリート柱11の鋼管12と角形鋼管20の隙間にモ
ルタル(充填材)25を充填し、固化させる。
At the time of joining, as shown in FIG. 1 (a), a joining metal article 21 in which joining steel frames 22 are welded to both outer side surfaces of a rectangular steel pipe 20 is prepared. And this joining hardware 21
Is arranged as a beam connection part on the upper end of the lower filled steel pipe concrete column 11, and the upper end of the steel pipe 12 of the lower filled steel pipe concrete column 11 is inserted into the lower half of the square steel pipe 20. Next, the steel pipe 1 of the upper filled steel pipe concrete column 11
The lower end of 2 is inserted into the upper half of the rectangular steel pipe 20, and the upper and lower steel pipes 12 are butted. Then, in this state, the inside of the steel pipe 12 is filled with concrete 13, and the gap between the steel pipe 12 and the square steel pipe 20 of the filled steel pipe concrete column 11 is filled with mortar (filler) 25 and solidified.

【0012】最後に、接合金物21の接合用鉄骨22に
梁鉄骨23を溶接等によって接合することにより、断面
円形の充填鋼管コンクリート柱11と梁鉄骨23の接合
を完了する。
Finally, the beam steel frame 23 is joined to the joining steel frame 22 of the metal joint 21 by welding or the like, thereby completing the joining of the filled steel pipe concrete column 11 having a circular cross section and the beam steel frame 23.

【0013】この構造では、鉄骨との接合の楽な角形鋼
管20を介して、断面円形の充填鋼管コンクリート柱1
1と梁とを接合しており、作業としては角形鋼管20の
内部に充填鋼管コンクリート柱11を挿入して、コンク
リート13やモルタル25を打設するだけであるから、
簡単に柱と梁を接合することができる。また、角形鋼管
20内にて、接合すべき上下の充填鋼管コンクリート柱
11を突き合わせるだけで上下の柱を接合することがで
きるので、構造簡単で作業性がよい。
In this structure, a concrete column 1 with a filled steel tube having a circular cross section is inserted through a square steel tube 20 which is easily joined to a steel frame.
Since 1 and the beam are joined, as a work, the filled steel pipe concrete pillar 11 is inserted into the inside of the rectangular steel pipe 20, and the concrete 13 and the mortar 25 are simply placed.
Columns and beams can be easily joined. Moreover, since the upper and lower columns can be joined by simply abutting the upper and lower filled steel pipe concrete columns 11 to be joined in the rectangular steel pipe 20, the structure is simple and the workability is good.

【0014】なお、図3の実施形態のように、梁鉄骨2
3の端部にフランジ24を設けておき、角形鋼管20と
充填鋼管コンクリート柱11の鋼管12を貫通させたボ
ルト27の両端ねじ部27a、27aに、コンクリート
13やモルタル25の固化後ナット28を締結すること
により、フランジ24を介して梁鉄骨23と角形鋼管2
0を接合してもよい。このようにすれば、無溶接で梁鉄
骨23と充填鋼管コンクリート柱11を接合することが
できる。
As in the embodiment of FIG. 3, the beam steel frame 2
A flange 24 is provided at the end of 3 and the nuts after solidification of the concrete 13 and the mortar 25 are attached to the threaded portions 27a and 27a at both ends of the bolt 27 that penetrates the square steel pipe 20 and the steel pipe 12 of the filled steel pipe concrete column 11. By fastening, the beam steel frame 23 and the square steel pipe 2 via the flange 24.
You may join 0. By doing so, the beam steel frame 23 and the filled steel pipe concrete column 11 can be joined without welding.

【0015】[0015]

【発明の効果】以上説明したように、請求項1の発明に
よれば、角形鋼管の内部に充填鋼管コンクリート柱を挿
入して充填材を充填するだけで、梁と円形断面の充填鋼
管コンクリート柱とを簡単に無溶接で接合することがで
きる。また、請求項2の発明のように、角形鋼管内に
て、上下の充填鋼管コンクリート柱を突き合わせれば、
同時に上下の柱を連続化させることができ、構造簡単で
作業性がよい。また、請求項3の発明のように、角形鋼
管と充填鋼管コンクリート柱の鋼管を貫通するボルトに
より梁を接合する場合は、全く溶接が不要であるから、
より作業性の向上が図れる。
As described above, according to the first aspect of the present invention, the filled steel pipe concrete column having the beam and the circular cross section can be obtained only by inserting the filled steel pipe concrete column into the square steel pipe and filling the filling material. And can be easily joined without welding. Further, as in the invention of claim 2, if the upper and lower filled steel pipe concrete columns are abutted in the rectangular steel pipe,
At the same time, the upper and lower columns can be made continuous, and the structure is simple and workability is good. Further, as in the invention of claim 3, when the beam is joined by the bolt penetrating the steel pipe of the square steel pipe and the filled steel pipe concrete column, welding is not required at all,
Workability can be further improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施形態の斜視図で、(a)は組
立前の図、(b)は組立後の図である。
FIG. 1 is a perspective view of a first embodiment of the present invention, in which (a) is a view before assembly and (b) is a view after assembly.

【図2】本発明の第1実施形態の平面図である。FIG. 2 is a plan view of the first embodiment of the present invention.

【図3】本発明の第2実施形態の要部水平断面図であ
る。
FIG. 3 is a horizontal sectional view of an essential part of a second embodiment of the present invention.

【図4】従来の接合構造の例を示す図である。FIG. 4 is a diagram showing an example of a conventional joining structure.

【図5】従来の接合構造の他の例を示す図である。FIG. 5 is a diagram showing another example of a conventional joining structure.

【符号の説明】[Explanation of symbols]

11 充填鋼管コンクリート柱 12 鋼管 13 コンクリート 20 角形鋼管 23 梁鉄骨 25 モルタル(充填材) 27 ボルト 11 Filled Steel Tube Concrete Column 12 Steel Tube 13 Concrete 20 Square Steel Tube 23 Beam Steel 25 Mortar (Filler) 27 Bolt

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 円形鋼管の内部にコンクリートを充填し
てなる充填鋼管コンクリート柱と梁の接合構造におい
て、 前記梁に角形鋼管を接合し、その角形鋼管の内部に前記
充填鋼管コンクリート柱を挿入すると共に、角形鋼管と
充填鋼管コンクリート柱との隙間に充填材を充填し固化
させたことを特徴とする充填鋼管コンクリート柱と梁の
接合構造。
1. In a joint structure of a filled steel pipe concrete column and a beam, wherein a circular steel pipe is filled with concrete, a rectangular steel pipe is joined to the beam, and the filled steel pipe concrete column is inserted into the rectangular steel pipe. At the same time, a joint structure of a filled steel tube concrete column and a beam is characterized in that a filling material is filled in a gap between the rectangular steel tube and the filled steel tube concrete column and solidified.
【請求項2】 上下に接合すべき上側と下側の前記充填
鋼管コンクリート柱を前記角形鋼管内に挿入し、同角形
鋼管内で端部を突き合わせたことを特徴とする請求項1
記載の充填鋼管コンクリート柱と梁の接合構造。
2. The upper and lower filled steel pipe concrete columns to be joined vertically are inserted into the rectangular steel pipe, and ends are abutted in the rectangular steel pipe.
Joint structure of filled steel pipe concrete column and beam described.
【請求項3】 前記角形鋼管及び充填鋼管コンクリート
柱の鋼管を貫通するようにボルトを設け、該ボルトによ
り梁と角形鋼管とを接合したことを特徴とする請求項1
または2記載の充填鋼管コンクリート柱と梁の接合構
造。
3. A bolt is provided so as to penetrate through the steel pipe of the square steel pipe and the filled steel pipe concrete column, and the beam and the square steel pipe are joined by the bolt.
Alternatively, the joint structure of the filled steel pipe concrete column and the beam according to item 2.
JP14054096A 1996-06-03 1996-06-03 Joint structure for concrete-filled steel pipe column with beam Withdrawn JPH09317009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14054096A JPH09317009A (en) 1996-06-03 1996-06-03 Joint structure for concrete-filled steel pipe column with beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14054096A JPH09317009A (en) 1996-06-03 1996-06-03 Joint structure for concrete-filled steel pipe column with beam

Publications (1)

Publication Number Publication Date
JPH09317009A true JPH09317009A (en) 1997-12-09

Family

ID=15271056

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14054096A Withdrawn JPH09317009A (en) 1996-06-03 1996-06-03 Joint structure for concrete-filled steel pipe column with beam

Country Status (1)

Country Link
JP (1) JPH09317009A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013130042A (en) * 2011-12-22 2013-07-04 Asahi Kasei Construction Materials Co Ltd Column/beam joint structure
KR101295740B1 (en) * 2011-07-26 2013-08-12 주식회사 액트파트너 Joint of Steel Column
KR101328218B1 (en) * 2011-11-15 2013-11-14 재단법인 포항산업과학연구원 Joint structure between steel column and beam
CN106368320A (en) * 2016-08-31 2017-02-01 仉国栋 Beam-post connected structure of steel structure
CN106638985A (en) * 2016-10-13 2017-05-10 沈阳建筑大学 Hollow concrete-filled steel tube composite column and reinforced concrete beam joint
CN106948497A (en) * 2017-04-28 2017-07-14 长安大学 The connecting joint structure and construction method of circular steel tube concrete post and steel structure girder
NO20161000A1 (en) * 2016-06-14 2017-12-15 Polybo As A building structure connecting means and a method of using same

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101295740B1 (en) * 2011-07-26 2013-08-12 주식회사 액트파트너 Joint of Steel Column
KR101328218B1 (en) * 2011-11-15 2013-11-14 재단법인 포항산업과학연구원 Joint structure between steel column and beam
JP2013130042A (en) * 2011-12-22 2013-07-04 Asahi Kasei Construction Materials Co Ltd Column/beam joint structure
NO20161000A1 (en) * 2016-06-14 2017-12-15 Polybo As A building structure connecting means and a method of using same
NO342534B1 (en) * 2016-06-14 2018-06-11 Polybo As A connecting means of a building structure and a method of using same
CN106368320A (en) * 2016-08-31 2017-02-01 仉国栋 Beam-post connected structure of steel structure
CN106638985A (en) * 2016-10-13 2017-05-10 沈阳建筑大学 Hollow concrete-filled steel tube composite column and reinforced concrete beam joint
CN106948497A (en) * 2017-04-28 2017-07-14 长安大学 The connecting joint structure and construction method of circular steel tube concrete post and steel structure girder

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