CN101591944A - Sleeve type steel pipe concrete hollow square column - Google Patents
Sleeve type steel pipe concrete hollow square column Download PDFInfo
- 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
- Authority
- 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
Links
Images
Landscapes
- Sink And Installation For Waste Water (AREA)
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
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.
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)
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 |
-
2009
- 2009-03-18 CN CNA2009100198736A patent/CN101591944A/en active Pending
Cited By (2)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201347603Y (en) | Hollow concrete-filled tubular column | |
CN100507176C (en) | Steel pipe-FRP pipe core concrete combination structure | |
CN100516428C (en) | Hollow double-layer FRP pipe concrete combination structure | |
CN104005567A (en) | Ultra-high-performance concrete reinforced concrete column with fiber reinforced polymers wound around steel pipe | |
CN105201143A (en) | Carbon fiber thin-wall steel tube concrete composite column with internal FRP sectional material and method | |
CN101793055A (en) | Sea-sand concrete member and manufacturing method thereof | |
CN105133793A (en) | Space constraint multi-cavity pipe-in-pipe steel bar concrete huge column and construction method | |
CN203284969U (en) | Bamboo-plastic composite pipe-restrained section steel high-strength concrete structure | |
CN105781017A (en) | Ultrahigh-performance assembly column and manufacturing method thereof | |
CN103541504A (en) | Special-shaped section steel tube recycled concrete core column | |
CN104405084A (en) | Dual steel pipe-encased concrete anti-seismic column with built-in rubber mixture and construction method | |
CN105507426A (en) | Half-through bracket haunching type compound steel pipe concrete column-steel beam joint | |
CN101591944A (en) | Sleeve type steel pipe concrete hollow square column | |
CN203613533U (en) | Reinforced prestressed pipe pile | |
CN103541498A (en) | Steel rib-steel tube fiber concrete combined column | |
CN202073184U (en) | L-shaped angle steel reinforced wooden tenon-and-mortise joint node | |
CN201406796Y (en) | Sleeve type steel pipe concrete hollow square column | |
CN104727483B (en) | The GFRP muscle regeneration concrete posts of light-walled rectangular pipe constraint | |
CN101570997B (en) | Curvilinear hollow double layer steel tube combined structure of partially filled concrete | |
CN103306431A (en) | Reinforced concrete pipe lattice column | |
CN207686140U (en) | FRP proximate matters-steel pipe concrete combination column | |
CN201228410Y (en) | Special-shaped carbon fiber-rein-forced plastic steel tube concrete core column | |
CN105297895A (en) | Compound steel pipe concrete column-steel beam semi-through haunch type node | |
CN201902715U (en) | Liner column concrete pipe with prestressed pipe base | |
CN205000555U (en) | Huge post of multicavity guan zhongguan reinforced concrete of space restraint |
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 |