CN100513713C - Steel reinforcement polygonal steel pipe concrete column - Google Patents
Steel reinforcement polygonal steel pipe concrete column Download PDFInfo
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- CN100513713C CN100513713C CNB2006101511974A CN200610151197A CN100513713C CN 100513713 C CN100513713 C CN 100513713C CN B2006101511974 A CNB2006101511974 A CN B2006101511974A CN 200610151197 A CN200610151197 A CN 200610151197A CN 100513713 C CN100513713 C CN 100513713C
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- steel pipe
- reinforcing bar
- steel
- polygonal
- concrete
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 128
- 239000010959 steel Substances 0.000 title claims abstract description 128
- 239000004567 concrete Substances 0.000 title claims abstract description 63
- 230000002787 reinforcement Effects 0.000 title abstract 4
- 230000003014 reinforcing effect Effects 0.000 claims description 47
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 12
- 230000000694 effects Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 230000008602 contraction Effects 0.000 description 6
- 239000000203 mixture Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
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Abstract
The present invention relates to a steel reinforcement stiffened square, rectangular or polygonal steel pipe concrete column, belonging to a building structure member. It is characterized by that it includes square, rectangular or polygonal steel pipe, steel reinforcement stiffened rib and internally-filled concrete. The steel pipe filled up with concrete is square, rectangular or polygonal steel pipe, on the inner wall of the square, rectangular or polygonal steel pipe the steel reinforcement stiffened rib is welded along the axial direction of square, rectangular or polygonal steel pipe.
Description
Technical field
The present invention relates to a kind of steel core concrete column.
Background technology
Square, rectangle or polygon steel pipe concrete are because outside steel pipe to concrete effect of contraction, can effectively improve concrete ductility.Compare with reinforced concrete post square, rectangle or polygon steel pipe concrete have bearing capacity height, ductility good, save advantages such as template, speed of application be fast; Compare with concrete-filled circular steel tube column and to have that the cross section bending rigidity is big, joint structure simple, be easy to characteristics such as finishing, be subjected to numerous owners' welcome, the engineering application is increasing.But because square, rectangle or polygon steel tube section are made up of a plurality of straight flanges, same section steel pipe is inhomogeneous to the effect of contraction of core concrete, the bight constraint is the strongest, the constraint of straight flange middle part is the most weak, so the concrete filled steel tube of square, rectangle or the concrete bearing capacity of polygonal steel pipe, the equal sectional dimension of ductility is low, and cripling easily takes place in tube wall, makes steel and concrete intensity not to make full use of.For avoiding steel plate to occur cripling too early, limit square, rectangle or polygonal steel pipe flakiness ratio, make the steel plate tube wall thicker, increased steel using amount and welding difficulty.Occurred at present adopting the method that steel plate stiffening rib or binding bar are set, prevented steel plate generation cripling and improve the effect of contraction of steel pipe core concrete.But there are shortcomings such as steel using amount is big, processing and fabricating cost height in the steel core concrete column of band steel plate stiffening rib; And the steel core concrete column of belt restraining pull bar exists binding bar cost height, a large amount of perforates of steel pipe, concreting easily to run shortcomings such as slurry, construction complexity, and engineering is used few.
Summary of the invention
Thickness of steel pipe is big in order to solve in common square, rectangle or the polygon steel pipe concrete column, the welding difficulty, steel using amount is big, steel pipe is strong to the concrete effect of contraction, the strength of materials is underutilized, and problems such as band steel plate stiffening rib or binding bar steel core concrete column complex structure, steel using amount are big, cost height the invention provides the polygon steel pipe concrete column that a kind of reinforcing bar is put more energy into.
The present invention includes polygonal steel pipe, reinforcing bar stiffening rib and concrete filled, the steel pipe of filling with concrete filled is a polygonal steel pipe, be welded with the reinforcing bar stiffening rib at the inwall of polygonal steel pipe along the axis direction of polygonal steel pipe, the local configuration after the described reinforcing bar stiffening rib clod wash processing is square, triangle or trapezoidal.
The present invention is that a kind of simple structure, easy construction, cost are low, can effectively prevent square, rectangle or polygonal steel pipe generation cripling, strengthen the construction measure of steel pipe and concrete collaborative work, thereby obtain a kind of bearing capacity height, ductility is good, anti-seismic performance is superior, novel square, the rectangle of easy construction, good economy performance or polygon steel pipe concrete column.
That the reinforcing bar that the present invention proposes is put more energy into is square, rectangle or polygon steel pipe concrete column have following advantage:
1, compare with concrete-filled circular steel tube column have that the cross section bending rigidity is big, joint structure is simple, be easy to characteristics such as finishing.
2, improved in common square, rectangle or the polygon steel pipe concrete column steel pipe to the concrete effect of contraction not strong and uneven characteristics, can effectively prevent steel plate generation cripling, thereby increase the flakiness ratio limit value of steel pipe walls, reduce thickness of steel pipe, save steel, reduce the welding difficulty, steel and concrete intensity are fully used.Steel pipe can further improve the bearing capacity and the ductility of square, rectangle or polygon steel pipe concrete column to concrete operative constraint effect, improves its anti-seismic performance.
3, overcome that the belt restraining pull bar is square, rectangle or polygon steel pipe concrete column binding bar cost height, a large amount of perforates of steel pipe, concreting easily run shortcomings such as slurry, construction complexity.
4, square, the rectangle or the shortcomings such as polygon steel pipe concrete column steel using amount is big, processing and fabricating cost height of band steel plate stiffening rib have been overcome, can strengthen collaborative work between steel pipe and concrete by connecting lacing wire simultaneously, its ductility and bearing capacity are further enhanced.
Description of drawings
Fig. 1 is the structural representation of reinforcing bar stiffening rib 2, Fig. 2 is the structural representation of the specific embodiment two, Fig. 3 is the structural representation of the specific embodiment three, Fig. 4 is the structural representation of the specific embodiment four, Fig. 5 is the structural representation of the specific embodiment five, Fig. 6 is an overall structure schematic diagram of the present invention, and Fig. 7 is the overall structure schematic diagram that sockets reinforcing bar that is provided with of the present invention, and Fig. 8 is the structural representation of the reinforcing bar of the present invention square steel tube concrete column of putting more energy into.
The specific embodiment
The specific embodiment one: specify present embodiment below in conjunction with Fig. 6, Fig. 7 and Fig. 8, present embodiment is made up of square, rectangle or polygonal steel pipe 1, reinforcing bar stiffening rib 2 and concrete filled 4, the steel pipe of filling with concrete filled 4 is square, rectangle or polygonal steel pipe 1, is welded with reinforcing bar stiffening rib 2 at the inwall of square, rectangle or polygonal steel pipe 1 along the axis direction of square, rectangle or polygonal steel pipe 1.It also comprises and sockets reinforcing bar 3, sockets reinforcing bar 3 and is arranged between the reinforcing bar stiffening rib 2.Square, rectangle of the present invention or polygonal steel pipe 1 adopt Q235 steel, Q345 steel, Q390 steel or Q420 steel to make; The length of square, rectangle or polygonal steel pipe 1 and ratio≤30 of smallest cross-sectional width.Reinforcing bar stiffening rib 2 and to socket reinforcing bar 3 can be that HPB235 or the clod wash of HRB335 reinforcing bar of 6～12mm processes by diameter.Local configuration after the reinforcing bar stiffening rib 2 clod washes processing is square, triangle or trapezoidal.Concrete filled 4 can adopt plain concrete, steel concrete or steel reinforced concrete; Wherein, concrete can be ordinary concrete, light weight aggregate concrete or high performance concrete, and reinforcing bar can be Steel section member or welding compound section steel member.
The specific embodiment two: specify present embodiment below in conjunction with Fig. 1 and Fig. 2, present embodiment is determined rational reinforcing bar kind and diameter according to square, rectangle or parameters such as polygonal steel pipe cross sectional shape, steel plate wall thickness, utilize the single or double fillet weld to be welded on the steel plate inwall of steel pipe 1 along steel pipe 1 axis reinforcing bar stiffening rib 2, the length of reinforcing bar stiffening rib 2 and square, rectangle or polygonal steel pipe 1 are isometric, and other composition and annexation are with the specific embodiment one.
The specific embodiment three: specify present embodiment below in conjunction with Fig. 3, square, the rectangle of present embodiment or the steel plate of polygonal steel pipe 1 are generous big, set up reinforcing bar stiffening rib 2 in each face steel plate inboard, to reduce the flakiness ratio of steel plate, strengthen the collaborative work of steel pipe 1 and concrete filled 4, other composition and annexation are with the specific embodiment one.
The specific embodiment four: specify present embodiment below in conjunction with Fig. 4, the sectional dimension of square in the present embodiment, rectangle or polygonal steel pipe 1 is big, between the inboard reinforcing bar stiffening rib 2 of each face steel plate, set up and socket reinforcing bar 3, effectively reduce the flakiness ratio of steel plate, to strengthen the collaborative work of steel pipe 1 and concrete filled 4, other composition and annexation are with the specific embodiment one.
The specific embodiment five: specify present embodiment below in conjunction with Fig. 5, that the steel plate spelling that will be welded with reinforcing bar stiffening rib 2 in the present embodiment is welded into is square, rectangle and polygonal cross-section steel pipe 1; The steel pipe that the pair cross-section size is big is provided with between the reinforcing bar stiffening rib and sockets reinforcing bar 3; Fill out square, rectangle or polygon steel pipe concrete column that plain concrete or steel concrete or steel reinforced concrete promptly form band reinforcing bar stiffening rib 2 and socket reinforcing bar 3 in steel pipe 1, other composition and annexation are with the specific embodiment one or the specific embodiment two or the specific embodiment three or the specific embodiment four.
Reinforcing bar stiffening rib one side is anchored in the concrete, one face down bonding is connected on the steel pipe inwall, or one group of reinforcing bar stiffening rib is linked together by socketing reinforcing bar, strengthened the interaction between steel pipe and the concrete, can effectively suppress steel plate generation cripling, steel pipe is strengthened concrete effect of contraction, improved concrete ductility, thereby can comparatively fully play the advantage separately of steel and these two kinds of materials of concrete, make that novel polygon steel pipe concrete column has the bearing capacity height, ductility is good, anti-seismic performance is superior, the characteristics of easy construction, good economy performance.
Claims (5)
1, the reinforcing bar polygon steel pipe concrete column of putting more energy into, it comprises polygonal steel pipe (1), reinforcing bar stiffening rib (2) and concrete filled (4), the steel pipe of filling with concrete filled (4) is polygonal steel pipe (1), is welded with reinforcing bar stiffening rib (2) at the inwall of polygonal steel pipe (1) along the axis direction of polygonal steel pipe (1); It is characterized in that: the local configuration after described reinforcing bar stiffening rib (2) the clod wash processing is square, triangle or trapezoidal.
2, the reinforcing bar according to claim 1 polygon steel pipe concrete column of putting more energy into is characterized in that it also comprises to socket reinforcing bar (3), sockets reinforcing bar (3) and is arranged between the reinforcing bar stiffening rib (2).
3, the reinforcing bar according to claim 1 polygon steel pipe concrete column of putting more energy into is characterized in that described polygonal steel pipe (1) is the regular polygon steel pipe of limit number 〉=4.
4, the polygon steel pipe concrete column of putting more energy into according to claim 1 or 3 described reinforcing bars is characterized in that described polygonal steel pipe (1) adopts Q235 steel, Q345 steel, Q390 steel or Q420 steel to make.
5, the reinforcing bar according to claim 1 and 2 polygon steel pipe concrete column of putting more energy into is characterized in that described reinforcing bar stiffening rib (2) and sockets reinforcing bar (3) being processed by HPB235 or the clod wash of HRB335 reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101511974A CN100513713C (en) | 2006-12-25 | 2006-12-25 | Steel reinforcement polygonal steel pipe concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101511974A CN100513713C (en) | 2006-12-25 | 2006-12-25 | Steel reinforcement polygonal steel pipe concrete column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1975061A CN1975061A (en) | 2007-06-06 |
| CN100513713C true CN100513713C (en) | 2009-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101511974A Expired - Fee Related CN100513713C (en) | 2006-12-25 | 2006-12-25 | Steel reinforcement polygonal steel pipe concrete column |
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| Country | Link |
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| CN (1) | CN100513713C (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102140822B (en) * | 2010-01-28 | 2015-06-03 | 昆山永年先进制造技术有限公司 | Steel-shelled reinforced concrete structural member |
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN101900650B (en) * | 2010-06-30 | 2012-12-19 | 哈尔滨工业大学深圳研究生院 | Method for determining compression strength standard value of concrete-filled steel tube with noncircular section |
| CN103074848A (en) * | 2013-01-27 | 2013-05-01 | 长安大学 | Perfobond strip (PBL) stiffened thin-wall steel box-concrete structure |
| CN103572894A (en) * | 2013-10-17 | 2014-02-12 | 清华大学 | Occlusion light combination column |
| CN105544866A (en) * | 2015-12-10 | 2016-05-04 | 青岛工学院 | U-shaped steel bar-reinforced thin-wall square steel tube concrete column and constructing method thereof |
| CN106337532A (en) * | 2016-08-25 | 2017-01-18 | 广东工业大学 | Double-toothed-connection-component inner double-walled pipe combination member and manufacturing method thereof |
| CN106677430A (en) * | 2016-12-06 | 2017-05-17 | 天津大学 | Corrugation cross section aluminum-alloy pipe concrete column |
| CN106906952A (en) * | 2017-04-20 | 2017-06-30 | 重庆大学 | A kind of band oblique pull rib rectangular steel pipe reinforced column and its construction method |
| CN108842966A (en) * | 2018-07-10 | 2018-11-20 | 公安部天津消防研究所 | A kind of ripple aluminium-alloy pipe concrete combination column |
| CN110344540A (en) * | 2019-06-20 | 2019-10-18 | 浙江大东吴建筑科技有限公司 | A kind of rectangle part filling steel-concrete coupled column |
| CN111593846A (en) * | 2020-06-22 | 2020-08-28 | 宁波优造建筑科技有限公司 | High-strength thin-wall steel pipe concrete combined column |
| CN115977316A (en) * | 2021-10-15 | 2023-04-18 | 孖垚建筑科技(上海)有限公司 | Housing module and housing |
| CN114922349A (en) * | 2022-04-14 | 2022-08-19 | 国网江苏省电力有限公司建设分公司 | Compound corrugated pipe angle steel stiffened octagonal steel pipe concrete column and preparation method thereof |
| CN117127755A (en) * | 2023-09-25 | 2023-11-28 | 中南大学 | Bamboo-like outer constraint support tube concrete column |
-
2006
- 2006-12-25 CN CNB2006101511974A patent/CN100513713C/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN1975061A (en) | 2007-06-06 |
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Assignee: GUANGDONG HAOHE CONSTRUCTION Co.,Ltd. Assignor: Harbin Institute of Technology Contract record no.: 2010440001337 Denomination of invention: Steel reinforcement polygonal steel pipe concrete column Granted publication date: 20090715 License type: Exclusive License Open date: 20070606 Record date: 20100826 |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090715 |