CN101591944A - Sleeve type steel pipe concrete hollow square column - Google Patents

Sleeve type steel pipe concrete hollow square column Download PDF

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Publication number
CN101591944A
CN101591944A CNA2009100198736A CN200910019873A CN101591944A CN 101591944 A CN101591944 A CN 101591944A CN A2009100198736 A CNA2009100198736 A CN A2009100198736A CN 200910019873 A CN200910019873 A CN 200910019873A CN 101591944 A CN101591944 A CN 101591944A
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CN
China
Prior art keywords
concrete
pipe
square column
pillar
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.)
Pending
Application number
CNA2009100198736A
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Chinese (zh)
Inventor
孔凡营
王刚
李云峰
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.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
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 Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CNA2009100198736A priority Critical patent/CN101591944A/en
Publication of CN101591944A publication Critical patent/CN101591944A/en
Pending legal-status Critical Current

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Abstract

The application discloses sleeve type steel pipe concrete hollow square column, it be in having the rectangular steel tube concrete of solid composite structure, be with one coaxial in pipe, do not have concrete in the interior pipe, form hollow compound structural.Good effect of the present invention is: (1) has further reduced the deadweight of pillar, has improved the strut stability of pillar; (2) pillar can doublely be done building penetration pipe or building internal drainage pipe.

Description

Sleeve type steel pipe concrete hollow square column
Technical field
The application relates to building structure.
Background technology:
Existing concrete filled steel tube square column is to water full concrete in rectangular steel tube, 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 dimension can significantly be dwindled, 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 square long column, alleviates the pillar deadweight simultaneously.Its scheme is that the concrete filled steel tube square column with solid composite structure is made hollow compound structural, and the core concrete that is about to the concrete filled steel tube square column removes, and with pipe (being called inner sleeve) replacement, forms hollowly, is named as sleeve type steel pipe concrete hollow square column.The structure of sleeve type steel pipe concrete hollow square column is divided into three layers, and skin is a square steel pipe, is called square outer tube, and internal layer is square tube or pipe, is called inner sleeve, and the intermediate layer is a concrete, in order to avoid vibration concrete is best.Square outer tube and inner sleeve are coaxial.That is to say that sleeve type steel pipe concrete hollow square column is exactly to water full concrete between coaxial inner and outer pipes, outer tube is a rectangular steel tube, and inner sleeve can be tubing such as steel pipe, PVC-U pipe, steel-plastics composite pipe.
Good effect of the present invention is:
(1) further reduces the deadweight of pillar, improved the strut stability of pillar;
(2) pillar can doublely be done building penetration pipe or building internal drainage pipe.
Description of drawings
Fig. 1 is the sleeve type steel pipe concrete hollow square column schematic diagram, among the figure: 1---and square outer tube; 2---exempt from vibration concrete; 3---inner sleeve.
The specific embodiment
As shown in Figure 1, inner sleeve 3 is inserted in the middle of the square outer tube 1 earlier, with the fixing inner sleeve 3 of rigid plastics clamp, make inner sleeve 3 and square outer tube 1 keep coaxial, lifting is holded up then, and fixation, vibration concrete 2 is exempted from cast between square outer tube 1 and inner sleeve 3 again, last maintenance makes hardening of concrete, sleeve type steel pipe concrete hollow square column.

Claims (1)

1, sleeve type steel pipe concrete hollow square column is characterized in that overlapping in the rectangular steel tube concrete coaxial interior pipe, and interior pipe is hollow.
CNA2009100198736A 2009-03-18 2009-03-18 Sleeve type steel pipe concrete hollow square column Pending CN101591944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2009100198736A CN101591944A (en) 2009-03-18 2009-03-18 Sleeve type steel pipe concrete hollow square column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2009100198736A CN101591944A (en) 2009-03-18 2009-03-18 Sleeve type steel pipe concrete hollow square column

Publications (1)

Publication Number Publication Date
CN101591944A true CN101591944A (en) 2009-12-02

Family

ID=41406810

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2009100198736A Pending CN101591944A (en) 2009-03-18 2009-03-18 Sleeve type steel pipe concrete hollow square column

Country Status (1)

Country Link
CN (1) CN101591944A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN113047467A (en) * 2021-04-01 2021-06-29 陈杨 Energy-saving building wall structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN113047467A (en) * 2021-04-01 2021-06-29 陈杨 Energy-saving building wall structure

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20091202