JP2002047726A - Building having composite structure - Google Patents

Building having composite structure

Info

Publication number
JP2002047726A
JP2002047726A JP2000234614A JP2000234614A JP2002047726A JP 2002047726 A JP2002047726 A JP 2002047726A JP 2000234614 A JP2000234614 A JP 2000234614A JP 2000234614 A JP2000234614 A JP 2000234614A JP 2002047726 A JP2002047726 A JP 2002047726A
Authority
JP
Japan
Prior art keywords
floor
steel pipe
concrete
column
capital
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
Application number
JP2000234614A
Other languages
Japanese (ja)
Inventor
Yuichi Takase
雄一 高瀬
Keiji Nakanishi
啓二 中西
Teruhiro Ogawa
彰宏 小川
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 JP2000234614A priority Critical patent/JP2002047726A/en
Publication of JP2002047726A publication Critical patent/JP2002047726A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reliably and firmly join a column with a concrete-filled steel pipe structure and a floor with a flat slab structure or a flat plate structure by means of a simple rational structure. SOLUTION: A building having a composite structure is composed of the column 1 with the concrete-filled steel pipe structure wherein concrete 5 is infilled into the steel pipe 4 and the floor 2 with the flat slab structure wherein a capital 6 is formed in the part joined to the column 1. The steel pipe 4 of the column 1 is consecutively installed above and below the capital 6, and the concrete 5 within the steel pipe 4 is integrated with the capital 6. A joint reinforcing bar 7 for joining the column 1 and the floor 2 together is disposed in such a state as to allow the capital 6 to be inserted above and below in the joint part between the column 1 and the floor 2, and both upper and lower end parts of the reinforcing bar 7 are inserted into the steel pipe of the column 1 and anchored to the inside of the concrete 5. The floor with the flat plate structure without the capital 6 is adopted in place of the floor 2 with the flat slab structure having the capital 6.

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】本発明は建物の構造に係わ
り、特に充填鋼管コンクリート造の柱とフラットスラブ
構造あるいはフラットプレート構造の床からなる複合構
造の建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a building and, more particularly, to a building having a composite structure including a column made of concrete filled with steel pipe and a floor having a flat slab structure or a flat plate structure.

【0002】[0002]

【従来の技術】周知のように、建物の構造としては鉄筋
コンクリート造(RC造)、鉄骨鉄筋コンクリート造
(SRC造)、鉄骨造(S造)が最も一般的であるが、
近年においては施工の合理化や工期短縮、コスト削減、
耐震性向上等を目的として種々の構造が提案されてお
り、なかでも鋼管内にコンクリートを充填した充填鋼管
コンクリート造の柱による構造が有望視されている。
2. Description of the Related Art As is well known, reinforced concrete structures (RC structures), steel frame reinforced concrete structures (SRC structures), and steel frame structures (S structures) are the most common structures.
In recent years, rationalization of construction, shortening of construction period, cost reduction,
Various structures have been proposed for the purpose of improving seismic resistance and the like, and among them, a structure made of a filled steel pipe concrete column in which a steel pipe is filled with concrete is considered to be promising.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記のような
充填鋼管コンクリート造の柱による場合、その柱に対し
て接合する梁や床は柱とは異種の構造部材となるため、
それら異種の構造部材どうしを合理的に接合するための
有効適切な構造の開発が不可欠である。
However, in the case of a column made of concrete filled with steel pipe as described above, the beams and floors joined to the column are structural members of different types from the column.
It is essential to develop an effective and appropriate structure for rationally joining these different kinds of structural members.

【0004】上記事情に鑑み、本発明は、充填鋼管コン
クリート造の柱とフラットスラブ構造あるいはフラット
プレート構造の床とによる合理的な構造の建物を提供す
ることを目的とする。
[0004] In view of the above, it is an object of the present invention to provide a building having a rational structure including columns made of filled steel pipe concrete and a floor having a flat slab structure or a flat plate structure.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、鋼管
内にコンクリートを充填してなる充填鋼管コンクリート
造の柱と、該柱との接合部にキャピタルを形成してなる
フラットスラブ構造の床とにより構成される複合構造建
物であって、前記柱の鋼管が前記キャピタルの上下に連
設されて該鋼管内のコンクリートと該キャピタルとが一
体化しており、かつ、それら柱と床とを接合するための
接合鉄筋がそれらの接合部において前記キャピタルを上
下に挿通する状態で配設され、該接合鉄筋の上下両端部
が前記柱の鋼管内に挿入されて該鋼管内のコンクリート
中に定着されていることを特徴とする。
SUMMARY OF THE INVENTION The present invention is directed to a concrete column filled with concrete filled in a steel pipe and a flat slab structure in which a capital is formed at a joint with the column. A composite structure building composed of floors, wherein the steel pipes of the columns are connected vertically above and below the capital, concrete in the steel pipes and the capital are integrated, and the columns and the floor are connected to each other. Joint reinforcing bars for joining are arranged in a state where the capital is vertically inserted at their joints, and upper and lower ends of the joint reinforcing bars are inserted into the steel pipe of the column and fixed in the concrete in the steel pipe. It is characterized by having been done.

【0006】請求項2の発明は、鋼管内にコンクリート
を充填してなる充填鋼管コンクリート造の柱と、全面的
にフラットに形成されているフラットプレート構造の床
とにより構成される複合構造建物であって、前記柱の鋼
管が前記床の上下に連設されて該鋼管内のコンクリート
と前記床とが一体化しており、かつ、それら柱と床とを
接合するための接合鉄筋がそれらの接合部において前記
床を上下に挿通する状態で配設され、該接合鉄筋の上下
両端部が前記柱の鋼管内に挿入されて該鋼管内のコンク
リート中に定着されていることを特徴とする。
A second aspect of the present invention is a composite structure building comprising a filled steel pipe concrete column formed by filling a steel pipe with concrete, and a flat plate structure floor which is entirely formed flat. In addition, steel pipes of the pillars are provided continuously above and below the floor so that the concrete in the steel pipes and the floor are integrated, and a joining rebar for joining the pillars and the floor is connected to each other. In the part, the floor is vertically inserted, and the upper and lower ends of the reinforcing bar are inserted into the steel pipe of the column and fixed in the concrete in the steel pipe.

【0007】[0007]

【発明の実施の形態】図1は本発明の第1実施形態であ
る複合構造建物の躯体の一部を示す図であって、(a)
は立断面図、(b)は平断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a view showing a part of a frame of a complex structure building according to a first embodiment of the present invention, wherein FIG.
Is a vertical sectional view, and FIG.

【0008】図中符号1は柱、2は床であり、3は基礎
である。柱1は鋼管4内にコンクリート5を充填してな
るいわゆる充填鋼管コンクリート造のものであり、床2
は柱1との接合部にキャピタル6が形成されたフラット
スラブ構造のものである。柱1の鋼管4はキャピタル6
の上下に配設されており、鋼管4内に充填されているコ
ンクリート5とキャピタル6とは一体化したものとなっ
ている。また、柱1と床2とを接合するための接合鉄筋
7がそれらの接合部(仕口部)においてキャピタル6を
上下に挿通する状態で配設されており、それら接合鉄筋
7の上下両端部がそれぞれ上下の柱1の鋼管4内に挿入
されて鋼管4内のコンクリート5中に定着されており、
それによりそれら接合鉄筋7を介して柱1と床2とが構
造的に一体に接合されている。
In the figure, reference numeral 1 denotes a pillar, 2 denotes a floor, and 3 denotes a foundation. The pillar 1 is a so-called filled steel pipe concrete structure in which a steel pipe 4 is filled with concrete 5.
Has a flat slab structure in which a capital 6 is formed at the joint with the column 1. Steel pipe 4 of pillar 1 is capital 6
The concrete 5 and the capital 6 that are filled in the steel pipe 4 are integrated with each other. In addition, joint reinforcing bars 7 for joining the column 1 and the floor 2 are disposed in a state where the capital 6 is vertically inserted at their joints (ports), and upper and lower ends of the joint reinforcing bars 7 are arranged. Are respectively inserted into the steel pipes 4 of the upper and lower columns 1 and are fixed in the concrete 5 in the steel pipes 4.
Thereby, the column 1 and the floor 2 are structurally integrally joined via the joint reinforcing bars 7.

【0009】また、本第1実施形態においては、基礎3
と最下階の柱1とを接合するための接合鉄筋8が基礎3
の上部に突出して配設されており、それら接合鉄筋8の
上端部が最下階の柱1の鋼管4内に挿入されてその鋼管
4内のコンクリート5中に定着されており、それらの接
合鉄筋8を介して最下階の柱1と基礎3とが構造的に一
体に接合されている。
In the first embodiment, the basic 3
Reinforcing bar 8 for joining to the bottom floor column 1
The upper ends of the joint reinforcing bars 8 are inserted into the steel pipe 4 of the pillar 1 on the lowest floor and are fixed in the concrete 5 in the steel pipe 4, and the joints are formed. The pillar 1 on the lowest floor and the foundation 3 are structurally integrally joined via a reinforcing bar 8.

【0010】上記建物を施工するには、基礎3の施工時
に接合鉄筋8を突出せしめておき、その接合鉄筋8に被
せるようにして最下階の柱1の鋼管4を建て込んで仮支
持し、その上部に床型枠を組み立て、床筋9を配筋する
とともに仕口部に接合鉄筋7を配筋し、しかる後に鋼管
4内および床型枠上にコンクリートを打設して柱1と床
2を形成すれば良い。
In order to construct the above-mentioned building, the joint reinforcing bar 8 is made to protrude when the foundation 3 is constructed, and the steel pipe 4 of the pillar 1 at the lowest floor is erected and temporarily supported so as to cover the joint reinforcing bar 8. A floor form is assembled on the upper part thereof, a floor reinforcement 9 is arranged, and a joint reinforcing bar 7 is arranged at a connection portion. Then, concrete is poured into the steel pipe 4 and the floor form to form the column 1 and the floor form. The floor 2 may be formed.

【0011】あるいは、鋼管4を建て込んだらその上部
に接合鉄筋7を配筋して直ちに鋼管4内にコンクリート
5を打設充填し、その後に床型枠を組み立てて床筋9の
配筋を行った後、鋼管4内のコンクリート5に打ち継ぐ
ようにして床コンクリートの打設を行って床2を形成す
ることでも良い。
Alternatively, after the steel pipe 4 has been built, the reinforcing steel 7 is arranged on the upper part of the steel pipe 4 and concrete 5 is immediately poured into the steel pipe 4 and filled therein. After that, the floor 2 may be formed by laying the floor concrete so as to be connected to the concrete 5 in the steel pipe 4.

【0012】上記構造の建物は、柱1が充填鋼管コンク
リート造とされているので通常のRC造の柱に比べて優
れた耐力を有するものであることはもとより、その柱1
の施工に際しては柱筋の配筋および柱型枠の組立や解体
が不要であり、したがって施工性を大きく改善すること
ができる。
In the building having the above structure, since the pillar 1 is made of a filled steel pipe concrete structure, the pillar 1 has not only a higher proof strength than ordinary RC columns, but also the column 1
In the construction of (1), it is not necessary to arrange the reinforcing bars and to assemble or disassemble the column formwork, so that the workability can be greatly improved.

【0013】また、無梁のフラットスラブ構造の床2を
採用したことにより、梁施工に係わる作業を省略してそ
れに代えて平坦な床2を施工するだけで良いので、施工
の単純化と合理化を実現できることはもとより、天井面
に梁形が大きく突出することがないので有効天井高を大
きく確保できて快適な室内空間を確保することができる
し、平面プランが梁の位置によって制約されるようなこ
ともないので設計上の自由度が高められる利点もある。
In addition, since the floor 2 having a flat slab structure without beams is employed, the work relating to the beam construction can be omitted and only the flat floor 2 can be constructed instead. Therefore, the construction is simplified and streamlined. In addition to the fact that the beam shape does not protrude significantly from the ceiling surface, it is possible to secure a large effective ceiling height and secure a comfortable indoor space, and the plan of the plan is limited by the position of the beam There is also an advantage that the degree of freedom in design can be increased because there is nothing.

【0014】そして、キャピタル6を上下に挿通せしめ
た接合鉄筋7を柱1の鋼管4内に挿入してコンクリート
5に定着するという単純にして簡便な構造でありながら
柱1と床2との接合強度を十分に確保し得るから、仕口
部が徒に複雑になったり、格別の接合部材等を用いる必
要もない。また、同様の構造により基礎3と柱1との接
合を行うので、その接合をも簡便に行うことができ、か
つそれらの接合強度を十分に確保し得る。
A simple and simple structure in which a joint reinforcing bar 7 having a capital 6 inserted vertically into the steel pipe 4 of the column 1 and fixed to the concrete 5 is used, while joining the column 1 and the floor 2 together. Since sufficient strength can be ensured, the connection portion is not complicated and there is no need to use a special joining member or the like. In addition, since the foundation 3 and the column 1 are joined by the same structure, the joining can be easily performed, and the joining strength between them can be sufficiently secured.

【0015】図2は本発明の第2実施形態を示す。上記
第1実施形態は床2の構造としてキャピタル6を有する
フラットスラブ構造を採用したが、本第2実施形態では
キャピタルもなく全面的に平坦なフラットプレート構造
の床20を採用したものである。このようなフラットプ
レート構造の床20はキャピタル6を有する上記のフラ
ットスラブ構造の床2に比較して全体の厚みがやや厚く
なるものの、文字どうり全面的にフラットな床を構成で
きるので、床施工に係わる作業の単純化と合理化をより
一層図ることができる。勿論、この場合も接合鉄筋7に
より柱1と床20との構造的接合強度は支障なく確保す
ることができることは言うまでもない。
FIG. 2 shows a second embodiment of the present invention. In the first embodiment, the floor 2 has a flat slab structure having the capital 6 as the structure of the floor 2, but in the second embodiment, the floor 20 has a flat plate structure that is entirely flat without any capital. The floor 20 having such a flat plate structure has a slightly thicker overall thickness than the floor 2 having the above-mentioned flat slab structure having the capital 6, but can form a flat floor entirely with characters. Work related to construction can be further simplified and streamlined. Of course, also in this case, it is needless to say that the structural reinforcing strength between the column 1 and the floor 20 can be ensured without any trouble by the bonding reinforcing bar 7.

【0016】[0016]

【発明の効果】請求項1の発明は、充填鋼管コンクリー
ト造の柱と、キャピタルを有するフラットスラブ構造の
床とにより構成される複合構造建物であって、柱の鋼管
をキャピタルの上下に連設してその鋼管内のコンクリー
トとキャピタルとを一体化せしめ、かつ柱と床とを接合
するための接合鉄筋をそれらの接合部においてキャピタ
ルを上下に挿通する状態で配設してその上下両端部を柱
の鋼管内に挿入して鋼管内のコンクリート中に定着した
構造であるので、充填鋼管コンクリート造の柱により優
れた耐力が得られるとともに柱の施工の合理化を実現で
き、無梁のフラットスラブ構造の床により有効天井高の
大きい快適な室内空間を確保できるとともにその床の施
工の単純化と合理化を実現でき、しかも、接合鉄筋によ
る単純にして簡便な構造で柱と床とを確実強固に接合す
ることができるので、構造的に極めて合理的であり有効
である。
According to the first aspect of the present invention, there is provided a composite structure comprising a concrete pillar made of filled steel pipe and a floor having a flat slab structure having a capital, and the steel pipes of the pillar are provided continuously above and below the capital. Then, the concrete and the capital in the steel pipe are integrated with each other, and joint reinforcing bars for joining the column and the floor are arranged in such a state that the capital is inserted vertically at the joints, and the upper and lower ends thereof are joined. Since the structure is inserted into the steel pipe of the column and fixed in the concrete inside the steel pipe, the column made of concrete filled with steel pipe provides superior strength and the rationalization of the construction of the column. The floor makes it possible to secure a comfortable indoor space with a large effective ceiling height and to simplify and streamline the construction of the floor. It is possible to structure reliably firmly bond the columns and floor, is effective it is structurally quite reasonable.

【0017】請求項2の発明は、充填鋼管コンクリート
造の柱と、全面的にフラットに形成されているフラット
プレート構造の床とにより構成される複合構造建物であ
って、柱の鋼管を床の上下に連設してその鋼管内のコン
クリートと床とを一体化せしめ、かつ、柱と床とを接合
するための接合鉄筋をそれらの接合部において床を上下
に挿通する状態で配設してその上下両端部を柱の鋼管内
に挿入して鋼管内のコンクリート中に定着した構造であ
るので、請求項1の発明と同様に、充填鋼管コンクリー
ト造の柱により優れた耐力が得られるとともに柱の施工
の合理化を実現でき、完全に平坦なフラットプレート構
造の床により有効天井高の大きい快適な室内空間を確保
できるとともにその床の施工の単純化と合理化を実現で
き、しかも、接合鉄筋による単純にして簡便な構造で柱
と床とを確実強固に接合することができるので、構造的
に極めて合理的であり有効である。
The invention according to claim 2 is a composite structure building comprising a filled steel pipe concrete column and a floor having a flat plate structure formed entirely flat, wherein the steel pipe of the column is formed of a floor. The concrete and the floor in the steel pipe are connected vertically and integrated with each other, and the reinforcing bars for connecting the columns and the floor are arranged in such a state that the floor is inserted vertically at the joints. Since the upper and lower ends are inserted into the steel pipe of the column and fixed in the concrete in the steel pipe, the column made of the concrete filled with steel pipe can provide a higher strength and the same strength as the invention of claim 1. The floor with a completely flat flat plate structure can secure a comfortable indoor space with a large effective ceiling height, and can simplify and streamline the construction of the floor, and at the same time, join Since the pillars and floor with a simple structure and simple due to muscle can be reliably firmly bonded, it is effective are structurally quite reasonable.

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

【図1】 本発明の第1実施形態である建物の要部を示
す図である。
FIG. 1 is a diagram showing a main part of a building according to a first embodiment of the present invention.

【図2】 本発明の第2実施形態である建物の要部を示
す図である。
FIG. 2 is a diagram illustrating a main part of a building according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 柱 2 床(フラットスラブ構造の床) 4 鋼管 5 コンクリート 6 キャピタル 7 接合鉄筋 9 床筋 20 床(フラットプレート構造の床) 1 pillar 2 floor (flat slab structure floor) 4 steel pipe 5 concrete 6 capital 7 joint reinforcement 9 floor reinforcement 20 floor (flat plate structure floor)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小川 彰宏 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 Fターム(参考) 2E125 AA03 AA57 AB13 AC29 AE01 AG03 AG06 AG08 AG28 AG60 BA02 BA34 BB08 BC02 BD01 BE07 BE08 BF04 CA82 CA83 EA33 2E163 FA02 FF17  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Akihiro Ogawa 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation F-term (reference) 2E125 AA03 AA57 AB13 AC29 AE01 AG03 AG06 AG08 AG28 AG60 BA02 BA34 BB08 BC02 BD01 BE07 BE08 BF04 CA82 CA83 EA33 2E163 FA02 FF17

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鋼管内にコンクリートを充填してなる充
填鋼管コンクリート造の柱と、該柱との接合部にキャピ
タルを形成してなるフラットスラブ構造の床とにより構
成される複合構造建物であって、前記柱の鋼管が前記キ
ャピタルの上下に連設されて該鋼管内のコンクリートと
キャピタルとが一体化しており、かつ、柱と床とを接合
するための接合鉄筋がそれらの接合部において前記キャ
ピタルを上下に挿通する状態で配設され、該接合鉄筋の
上下両端部が前記柱の鋼管内に挿入されて該鋼管内のコ
ンクリート中に定着されていることを特徴とする複合構
造建物。
1. A composite structure building comprising a filled steel pipe concrete column formed by filling concrete in a steel pipe, and a flat slab structure floor formed by forming a capital at a joint with the column. The steel pipes of the columns are connected vertically above and below the capital so that the concrete and the capital in the steel pipes are integrated with each other, and a connecting rebar for connecting the columns and the floor is provided at the joints thereof. A composite structure building, wherein a capital is vertically inserted, and upper and lower ends of the joint reinforcing bar are inserted into a steel pipe of the column and fixed in concrete in the steel pipe.
【請求項2】 鋼管内にコンクリートを充填してなる充
填鋼管コンクリート造の柱と、全面的にフラットに形成
されているフラットプレート構造の床とにより構成され
る複合構造建物であって、前記柱の鋼管が前記床の上下
に連設されて該鋼管内のコンクリートと前記床とが一体
化しており、かつ、それら柱と床とを接合するための接
合鉄筋がそれらの接合部において前記床を上下に挿通す
る状態で配設され、該接合鉄筋の上下両端部が前記柱の
鋼管内に挿入されて該鋼管内のコンクリート中に定着さ
れていることを特徴とする複合構造建物。
2. A complex structure building comprising a filled steel pipe concrete column formed by filling concrete into a steel pipe, and a flat plate structure floor formed entirely flat. Steel pipes are connected vertically above and below the floor, and the concrete in the steel pipe and the floor are integrated, and a connecting reinforcing bar for connecting the pillars and the floor connects the floor at the joint thereof. A composite structure building which is disposed so as to penetrate vertically and has both upper and lower ends of the joining rebar inserted into a steel pipe of the column and fixed in concrete in the steel pipe.
JP2000234614A 2000-08-02 2000-08-02 Building having composite structure Pending JP2002047726A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000234614A JP2002047726A (en) 2000-08-02 2000-08-02 Building having composite structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000234614A JP2002047726A (en) 2000-08-02 2000-08-02 Building having composite structure

Publications (1)

Publication Number Publication Date
JP2002047726A true JP2002047726A (en) 2002-02-15

Family

ID=18726959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000234614A Pending JP2002047726A (en) 2000-08-02 2000-08-02 Building having composite structure

Country Status (1)

Country Link
JP (1) JP2002047726A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100956518B1 (en) 2007-10-11 2010-05-07 고려대학교 산학협력단 A Reinforcing Structure For Improved Transmission Of Slab-Column Joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100956518B1 (en) 2007-10-11 2010-05-07 고려대학교 산학협력단 A Reinforcing Structure For Improved Transmission Of Slab-Column Joint

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