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CN201347603Y - Hollow concrete-filled tubular column - Google Patents

Hollow concrete-filled tubular column Download PDF

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Publication number
CN201347603Y
CN201347603Y CNU2009200179567U CN200920017956U CN201347603Y CN 201347603 Y CN201347603 Y CN 201347603Y CN U2009200179567 U CNU2009200179567 U CN U2009200179567U CN 200920017956 U CN200920017956 U CN 200920017956U CN 201347603 Y CN201347603 Y CN 201347603Y
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CN
China
Prior art keywords
concrete
column
pipe
hollow
steel pipe
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.)
Expired - Fee Related
Application number
CNU2009200179567U
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Chinese (zh)
Inventor
孔凡营
李云峰
王立华
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Shandong University of Science and Technology
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Shandong University of Science and Technology
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Priority to CNU2009200179567U priority Critical patent/CN201347603Y/en
Application granted granted Critical
Publication of CN201347603Y publication Critical patent/CN201347603Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

本申请公开了空心钢管混凝土柱,它是在具有实心复合结构的钢管混凝土中套有一根内管,形成空心复合结构。本实用新型的积极效果是:(1)通过钢管和所套内管的环顾效应,明显提高了混凝土的抗压强度;(2)进一步降低了柱子的自重,提高了柱子的压杆稳定性;(3)柱子可以兼做建筑穿线管或者建筑内排水管。

Figure 200920017956

The application discloses a hollow concrete-filled steel tube column, which is formed by sheathing an inner tube in the concrete-filled steel tube with a solid composite structure to form a hollow composite structure. The positive effects of the utility model are: (1) through the look-around effect of the steel pipe and the sleeved inner pipe, the compressive strength of the concrete is obviously improved; (2) the self-weight of the column is further reduced, and the stability of the compression bar of the column is improved; (3) The pillars can also be used as building threading pipes or building drainage pipes.

Figure 200920017956

Description

Hollow steel pipe concrete column
Technical field
The application relates to building structure.
Background technology:
Existing steel core concrete column is to water full concrete in steel pipe, form the solid composite structure, it has utilized the high strength of steel pipe, come the side of confined concrete, effect is looked about in formation, improve the compressive strength of concrete column greatly, make the brittle fracture of structure become ductile failure, improved the safety of structure.It is compared with reinforced concrete post, and the pillar cross section can significantly dwindle, thereby alleviates the deadweight of pillar, improves the usage space of building.But pillar can not be too elongated, to guarantee pressurized stability.When pillar is very high, just suitably overstriking, this has just increased dead load, need address this problem.
Summary of the invention
The design's purpose is the strut stability that guarantees long column, alleviates the pillar deadweight simultaneously.Its scheme is that the steel core concrete column with solid composite structure is made hollow compound structural, and the core concrete that is about to steel core concrete column removes, with pipe (being called interior pipe) replacement, form hollow, hollow steel pipe concrete column.The layer structure of hollow steel pipe concrete column is a steel pipe, is called outer tube, and it is coaxial with interior pipe.That is to say that hollow steel pipe concrete column is exactly to water full concrete (preferably exempting from vibration concrete) between coaxial inner and outer pipes, outer tube is a steel pipe, and interior pipe can be pipelines such as steel pipe, PVC-U pipe, steel-plastics composite pipe.
Good effect of the present utility model is:
(1) by the effect of looking about of outer tube and interior pipe, obviously improved concrete compressive strength;
(2) further reduce the deadweight of pillar, improved the strut stability of pillar;
(3) pillar can doublely be done building penetration pipe or building internal drainage pipe.
Description of drawings
Fig. 1 is the hollow steel pipe concrete column schematic diagram, among the figure: 1---and outer tube; 2---exempt from vibration concrete; 3---interior pipe.
The specific embodiment
As shown in Figure 1, interior pipe 3 is inserted in the middle of the outer tube 1 earlier, with the fixing interior pipe of rigid plastics clamp, pipe 3 keeps coaxial with outer tube 1 in making, and lifting is holded up then, and fixation, vibration concrete 2 is exempted from cast between outer tube 1 and interior pipe 3 again, last maintenance makes hardening of concrete, hollow steel pipe concrete column.

Claims (1)

1, hollow steel pipe concrete column is characterized in that overlapping in the concrete filled steel tube pipe, forms hollow compound structural.
CNU2009200179567U 2009-01-08 2009-01-08 Hollow concrete-filled tubular column Expired - Fee Related CN201347603Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2009200179567U CN201347603Y (en) 2009-01-08 2009-01-08 Hollow concrete-filled tubular column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2009200179567U CN201347603Y (en) 2009-01-08 2009-01-08 Hollow concrete-filled tubular column

Publications (1)

Publication Number Publication Date
CN201347603Y true CN201347603Y (en) 2009-11-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2009200179567U Expired - Fee Related CN201347603Y (en) 2009-01-08 2009-01-08 Hollow concrete-filled tubular column

Country Status (1)

Country Link
CN (1) CN201347603Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979250A (en) * 2012-12-27 2013-03-20 长安大学 SCS (structure cabling system) encased structure based on longitudinal stiffening ribs
CN103031927A (en) * 2012-12-27 2013-04-10 长安大学 SCS square concrete-filled steel tube pier column
CN103061449A (en) * 2012-12-27 2013-04-24 长安大学 A double stiffened SCS square steel tube concrete structure based on stirrups and stiffening ribs
CN103696493A (en) * 2013-12-30 2014-04-02 浙江中南建设集团钢结构有限公司 Pipe-in-pipe manufacturing, mounting and constructing method
CN104405084A (en) * 2014-11-05 2015-03-11 沈阳建筑大学 Dual steel pipe-encased concrete anti-seismic column with built-in rubber mixture and construction method
CN109707118A (en) * 2019-01-18 2019-05-03 湖北工业大学 Pre-embedded arrangement and method of downspouts in surrounding columns of buildings that double as blastholes
CN111615576A (en) * 2018-01-19 2020-09-01 卡尔斯鲁厄技术研究院 Hybrid load-bearing structures and their applications
CN113047467A (en) * 2021-04-01 2021-06-29 陈杨 Energy-saving building wall structure
CN113530088A (en) * 2021-08-25 2021-10-22 南京工业大学 Double-layer CFST hollow column with negative Poisson's ratio effect and its design method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102979250A (en) * 2012-12-27 2013-03-20 长安大学 SCS (structure cabling system) encased structure based on longitudinal stiffening ribs
CN103031927A (en) * 2012-12-27 2013-04-10 长安大学 SCS square concrete-filled steel tube pier column
CN103061449A (en) * 2012-12-27 2013-04-24 长安大学 A double stiffened SCS square steel tube concrete structure based on stirrups and stiffening ribs
CN103031927B (en) * 2012-12-27 2015-07-15 长安大学 SCS square concrete-filled steel tube pier column
CN103061449B (en) * 2012-12-27 2015-11-18 西安公路研究院 Based on stirrup and the dual SCS square steel-pipe concrete structure of putting more energy into of stiffening rib
CN103696493A (en) * 2013-12-30 2014-04-02 浙江中南建设集团钢结构有限公司 Pipe-in-pipe manufacturing, mounting and constructing method
CN103696493B (en) * 2013-12-30 2016-01-06 浙江中南建设集团钢结构有限公司 Tube-in-tube makes and construction method of installation
CN104405084A (en) * 2014-11-05 2015-03-11 沈阳建筑大学 Dual steel pipe-encased concrete anti-seismic column with built-in rubber mixture and construction method
CN111615576A (en) * 2018-01-19 2020-09-01 卡尔斯鲁厄技术研究院 Hybrid load-bearing structures and their applications
CN109707118A (en) * 2019-01-18 2019-05-03 湖北工业大学 Pre-embedded arrangement and method of downspouts in surrounding columns of buildings that double as blastholes
CN113047467A (en) * 2021-04-01 2021-06-29 陈杨 Energy-saving building wall structure
CN113530088A (en) * 2021-08-25 2021-10-22 南京工业大学 Double-layer CFST hollow column with negative Poisson's ratio effect and its design method

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20091118

Termination date: 20110108