JP3116896U - 螺旋あばら筋と鉄骨との組立構造 - Google Patents
螺旋あばら筋と鉄骨との組立構造 Download PDFInfo
- Publication number
- JP3116896U JP3116896U JP2005007746U JP2005007746U JP3116896U JP 3116896 U JP3116896 U JP 3116896U JP 2005007746 U JP2005007746 U JP 2005007746U JP 2005007746 U JP2005007746 U JP 2005007746U JP 3116896 U JP3116896 U JP 3116896U
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- Prior art keywords
- spiral stirrup
- steel frame
- assembly structure
- steel
- main
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
【解決手段】 鉄骨構造部100、主螺旋あばら筋200および副螺旋あばら筋300を備える。主螺旋あばら筋200は複数の隙間220を有し、軸方向500に沿い鉄骨構造部100を囲み、鉄骨構造部100の一部を主螺旋あばら筋200の内部に位置させる。鉄骨構造部100前後両端は主螺旋あばら筋200の外に露出する。副螺旋あばら筋300は主螺旋あばら筋200の隙間を貫通し、主螺旋あばら筋200の内側に入る。また、副螺旋あばら筋300は主螺旋あばら筋200の隙間を貫通することなく主螺旋あばら筋200の外側に設置されることが可能である。さらに、主螺旋あばら筋200と副螺旋あばら筋300に軸方向の鉄筋310を増設することで異なる設計と施工の需要に応えることが可能である。
【選択図】 図1
Description
本考案は土木工程に適する組立構造を提供するものである。好ましい実施例は、このような組立構造を構造体の骨組に用いて、骨組の外側に型を組み立ててコンクリートを注入して構造体を形成することである。型を組み立ててコンクリートを注入する工程は施工の需要に応じ、事前鋳造現場または施工現場で進行する。
Claims (10)
- 鉄骨構造部と、
軸方向に沿って鉄骨構造部を囲み、鉄骨構造部の一部をその内部に位置させ、かつ複数の隙間を有する主螺旋あばら筋と、
軸方向に沿って設置され、鉄骨構造部の外側に位置付けられる少なくとも一つの副螺旋あばら筋と、
を備えることを特徴とする組立構造。 - 副螺旋あばら筋は、複数の隙間を貫通し、主螺旋あばら筋の内側に入ることを特徴とする請求項1に記載の組立構造。
- 副螺旋あばら筋は、主螺旋あばら筋の外側に設置されることを特徴とする請求項1に記載の組立構造。
- 別々に主螺旋あばら筋に連接される軸方向の鉄筋を複数本含むことを特徴とする請求項1に記載の組立構造。
- 別々に副螺旋あばら筋に連接される軸方向の鉄筋を複数本含むことを特徴とする請求項1に記載の組立構造。
- 鉄骨構造部はI型鉄骨を含み、I型鉄骨は一つ腹板と二つの翼板を有することを特徴とする請求項1に記載の組立構造。
- 副螺旋あばら筋は、翼板の一端に対応することを特徴とする請求項6に記載の組立構造。
- 鉄骨構造部はさらにT型鉄骨を含み、T型鉄骨は翼板と腹板を有し、腹板の底辺はI型鉄骨の腹板の側辺に連接されることを特徴とする請求項6に記載の組立構造。
- 鉄骨構造部は、断面が矩形である鉄骨を有することを特徴とする請求項1に記載の組立構造。
- 鉄骨構造部は、断面が円形である鉄骨を有することを特徴とする請求項1に記載の組立構造。
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW094204190U TWM271896U (en) | 2005-03-18 | 2005-03-18 | Assembly structure for spiral stirrups and steel |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3116896U true JP3116896U (ja) | 2005-12-22 |
Family
ID=36792341
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2005007746U Expired - Lifetime JP3116896U (ja) | 2005-03-18 | 2005-09-21 | 螺旋あばら筋と鉄骨との組立構造 |
Country Status (3)
Country | Link |
---|---|
US (1) | US7493735B2 (ja) |
JP (1) | JP3116896U (ja) |
TW (1) | TWM271896U (ja) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140260037A1 (en) * | 2011-11-20 | 2014-09-18 | Alexee Gulikov | Steel reinforcing structure for concrete |
CN107558666A (zh) * | 2017-08-31 | 2018-01-09 | 华侨大学 | 一种内置环绕式螺旋箍筋的防屈曲钢管混凝土组合柱 |
CN110821043A (zh) * | 2019-11-08 | 2020-02-21 | 华南理工大学 | 一种双钢种矩形钢管高强混凝土柱和制备方法 |
WO2020061663A1 (pt) * | 2018-09-27 | 2020-04-02 | Prates Aguiar Otavio | Componente de aço espiralado por barra de armadura helicoidal para composição de elementos e ligações mistas |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8206064B2 (en) * | 2005-10-20 | 2012-06-26 | University Of South Florida | Voided drilled shafts |
CA2574722C (en) * | 2007-01-22 | 2009-12-01 | Ideas Without Borders Inc. | System for reinforcing a building structural component |
US8161698B2 (en) * | 2007-02-08 | 2012-04-24 | Anemergonics, Llc | Foundation for monopole wind turbine tower |
US20100170183A1 (en) * | 2009-01-08 | 2010-07-08 | Tarik Ali Abulaban | Reinforced load bearing structure |
KR100971736B1 (ko) * | 2009-04-03 | 2010-07-21 | 이재호 | 상하 각각 이중 앵커리지 기능을 갖는 전단보강재 |
CN102619303B (zh) * | 2012-04-14 | 2015-01-14 | 中南大学 | 方钢管内切环形箍筋约束高强混凝土柱 |
WO2014047677A1 (en) * | 2012-09-26 | 2014-04-03 | Edoo Quai-De Azam | Corrosion resistant concrete reinforcing member |
CN103397742A (zh) * | 2013-08-12 | 2013-11-20 | 新疆七星建设科技股份有限公司 | 一种交集螺旋连续箍筋 |
KR20150051434A (ko) * | 2013-11-04 | 2015-05-13 | 삼성물산 주식회사 | 삼각 철근망 배근에 의한 내진 중실 철근콘크리트 기둥 및 이의 시공방법 |
CN104295002B (zh) * | 2014-09-17 | 2016-06-29 | 华南理工大学 | 内设局部约束的高强化再生混合钢管砼轴压柱及施工工艺 |
TWI660798B (zh) * | 2018-01-04 | 2019-06-01 | Ruentex Engineering & Construction Co., Ltd. | 用以製造一螺旋箍筋的設備及方法 |
CN110130578A (zh) * | 2019-04-22 | 2019-08-16 | 上海大学 | 一种配工字形型钢和箍筋连接结构的型钢混凝土柱 |
CN114753509A (zh) * | 2021-01-08 | 2022-07-15 | 润弘精密工程事业股份有限公司 | 梁柱接头结构 |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1708277A (en) * | 1927-01-14 | 1929-04-09 | John B Martin | Device for positioning the reenforcement of concrete structures |
AT123206B (de) * | 1930-03-25 | 1931-06-10 | Bruno Dr Ing Bauer | Mehrgeschoßbauten. |
US2074320A (en) * | 1933-03-20 | 1937-03-23 | Bauer Bruno | Combination wrapping |
US3501920A (en) * | 1967-11-15 | 1970-03-24 | Nippon Concrete Ind Co Ltd | Reinforced concrete poles,piles and the like |
DE3000605C2 (de) * | 1980-01-09 | 1983-11-10 | Landshuter Baueisenbiegerei GmbH, 8300 Altdorf | Armierungskorb für Großbohrpfähle |
JPH0786220B2 (ja) * | 1990-11-20 | 1995-09-20 | 鹿島建設株式会社 | 軟弱地盤中に鉄筋かごを埋設する方法及び鉄筋かご埋設治具 |
US5379562A (en) * | 1993-02-01 | 1995-01-10 | Hohmann Ronald P | Flow-through cap and stirrup for reinforcement bars and method of use thereof |
US5542785A (en) * | 1993-09-28 | 1996-08-06 | Lowtech Corporation, Inc. | Rebar cage wheel spacer centralizer system for drilled shafts |
US6244014B1 (en) * | 1999-07-22 | 2001-06-12 | Andrew Barmakian | Steel rod-reinforced plastic piling |
US6860077B2 (en) | 2003-05-19 | 2005-03-01 | Runborn Pretech Engineering Co., Ltd. | Helical rebar structure |
-
2005
- 2005-03-18 TW TW094204190U patent/TWM271896U/zh not_active IP Right Cessation
- 2005-09-06 US US11/218,426 patent/US7493735B2/en active Active
- 2005-09-21 JP JP2005007746U patent/JP3116896U/ja not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140260037A1 (en) * | 2011-11-20 | 2014-09-18 | Alexee Gulikov | Steel reinforcing structure for concrete |
US9151054B2 (en) * | 2011-11-20 | 2015-10-06 | Alexee Anatolievich Gulikov | Steel reinforcing structure for concrete |
CN107558666A (zh) * | 2017-08-31 | 2018-01-09 | 华侨大学 | 一种内置环绕式螺旋箍筋的防屈曲钢管混凝土组合柱 |
WO2020061663A1 (pt) * | 2018-09-27 | 2020-04-02 | Prates Aguiar Otavio | Componente de aço espiralado por barra de armadura helicoidal para composição de elementos e ligações mistas |
CN110821043A (zh) * | 2019-11-08 | 2020-02-21 | 华南理工大学 | 一种双钢种矩形钢管高强混凝土柱和制备方法 |
Also Published As
Publication number | Publication date |
---|---|
US20060207211A1 (en) | 2006-09-21 |
TWM271896U (en) | 2005-08-01 |
US7493735B2 (en) | 2009-02-24 |
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