CN102003042A - Spiral-stirrup square steel tube concrete column and manufacturing method thereof - Google Patents
Spiral-stirrup square steel tube concrete column and manufacturing method thereof Download PDFInfo
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- CN102003042A CN102003042A CN 201010518371 CN201010518371A CN102003042A CN 102003042 A CN102003042 A CN 102003042A CN 201010518371 CN201010518371 CN 201010518371 CN 201010518371 A CN201010518371 A CN 201010518371A CN 102003042 A CN102003042 A CN 102003042A
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Abstract
The invention relates to a spiral-stirrup square steel tube concrete column comprising a square steel tube, a spiral stirrup and concrete. The spiral-stirrup square steel tube concrete column is characterized in that the square steel tube is connected with the spiral stirrup by spot welding to form a spiral-stirrup square steel tube, and the concrete is directly cast into the spiral-stirrup square steel tube. The spiral-stirrup square steel tube concrete column integrates the advantages of a square steel tube concrete column and a round steel tube concrete column and has the advantages of simple node, convenience in processing, short construction period, convenience in the adotpion of fire-prevention plates and the like because the outer part of the spiral-stirrup square steel tube concrete column is the square steel tube; and because the spiral stirrup is arranged in the spiral-stirrup square steel tube concrete column, the restraining capacity of the square steel tube on the core concrete is enhanced so that the bearing capacity of the steel tube concrete column is increased, and the area of a column section is reduced. The spiral-stirrup square steel tube concrete column has simple production process and high production efficiency and is especially suitable for the structures of high-rise buildings.
Description
Technical field
The present invention relates to concrete-filled steel square tubular column, particularly, relate to a kind of spiral stirrup concrete-filled steel square tubular column and preparation method thereof.
Background technology
Along with the development of highrise building, the form of structure of steel core concrete column in the combining structure-H section steel beam is adopted by more and more building structure.The section form of the more steel core concrete column of using has round steel pipe cross section and square steel pipe cross section now.
Along with in application in engineering, this form of structure also shows some self advantage and deficiency gradually, mainly shows the following aspects:
1, the form of structure of concrete-filled steel square tubular column-H section steel beam has that node is simple, easy to process, short construction period, is convenient to adopt advantages such as fire-proof board, and its special advantages is arranged in highrise building; But square steel pipe to concrete restriction ability than round steel pipe a little less than, the existing theory of computation thinks that the concrete bearing capacity of square steel pipe is the simple superposition of two kinds of material bearing capacities, ignores square steel pipe to concrete cuff effect.
2, round steel pipe is strong to concrete effect of contraction in the form of structure of concrete-filled circular steel tube column-H section steel beam, can improve concrete actual compressive strength, thereby have the advantage that significantly improves its bearing capacity, make complexity, be unfavorable for that architectural effect realizes, is connected with building board shortcomings such as difficulty but this form of structure has node.
Therefore it is extremely urgent to need to seek a kind of form with both advantages.
Summary of the invention
In order to overcome deficiency of the prior art, the invention provides a kind of spiral stirrup concrete-filled steel square tubular column and preparation method thereof.
Technical scheme of the present invention is as follows:
A kind of spiral stirrup concrete-filled steel square tubular column comprises square steel pipe, spiral stirrup and concrete; It is characterized in that: square steel pipe is connected by spot welding with spiral stirrup, forms the spiral stirrup square steel pipe, and concrete directly pours in the spiral stirrup square steel pipe.
Preferably, square steel pipe is clod wash square steel pipe or square welded steel pipe;
Preferably, spiral stirrup is by the reinforcing bar spiralization;
Preferably, the external diameter of spiral stirrup and square steel pipe inner edge appearance etc.;
Spiral stirrup concrete-filled steel square tubular column preparation method is characterized in that: spiral stirrup is put into square steel pipe, carry out spot welding at the two ends and the square steel pipe of spiral stirrup, form the spiral stirrup square steel pipe.The spiral stirrup square steel pipe is upright, fluid concrete, and maintenance forms the spiral stirrup concrete-filled steel square tubular column after 28 days.
The invention has the beneficial effects as follows the advantage that combines concrete-filled steel square tubular column and concrete-filled circular steel tube column, the outside is a square steel pipe, has that node is simple, easy to process, short construction period, is convenient to take advantages such as fire-proof board; Inside is furnished with spiral stirrup, makes square steel pipe strengthen the restriction ability of core concrete, has increased the bearing capacity of steel core concrete column, has reduced the area of column section.And production technology is simple, and the production efficiency height is particularly suitable for using in high building structure.
Description of drawings
Fig. 1 is the schematic diagram of spiral stirrup concrete-filled steel square tubular column of the present invention;
Fig. 2 is square steel pipe schematic diagram among the present invention;
Fig. 3 is spiral stirrup schematic diagram among the present invention;
Fig. 4 is the schematic diagram of spiral stirrup square steel pipe of the present invention;
Fig. 5 is the be connected fragmentary detail view of spiral stirrup among the present invention with square steel pipe.
Among the figure, 1, square steel pipe; 2, spiral stirrup; 3, spot welding; 4, concrete.
The specific embodiment
As shown in Figure 1: the spiral stirrup concrete-filled steel square tubular column comprises square steel pipe 1, spiral stirrup 2 and be cast in concrete 4 in the square steel pipe.As shown in Figure 2, the rectangular steel tube in this invention, adopting.As shown in Figure 3, the reinforced steel bar ring curl is formed spiral stirrup.Then the spiral stirrup that ties is put into square steel pipe, and carry out spot welding 3 (as shown in Figure 5), form spiral stirrup square steel pipe (as shown in Figure 4) at the edges at two ends place.The spiral stirrup square steel pipe is upright, pour into a mould the concrete of corresponding label then by designing requirement, and maintenance forms a kind of spiral stirrup concrete-filled steel square tubular column after 28 days.
Claims (5)
1. a spiral stirrup concrete-filled steel square tubular column comprises square steel pipe, spiral stirrup and concrete; It is characterized in that: square steel pipe is connected by spot welding with spiral stirrup, forms the spiral stirrup square steel pipe, and concrete directly pours in the spiral stirrup square steel pipe.
2. spiral stirrup concrete-filled steel square tubular column according to claim 1 is characterized in that: square steel pipe is clod wash square steel pipe or square welded steel pipe.
3. spiral stirrup concrete-filled steel square tubular column according to claim 1 is characterized in that: spiral stirrup is by the reinforcing bar spiralization.
4. spiral stirrup concrete-filled steel square tubular column according to claim 1 is characterized in that: the external diameter of spiral stirrup and square steel pipe inner edge appearance etc.
5. according to the preparation method of the described spiral stirrup concrete-filled steel square tubular column of claim 1-4, it is characterized in that: spiral stirrup is put into square steel pipe, carries out spot welding at the two ends and the square steel pipe of spiral stirrup, forms the spiral stirrup square steel pipe; The spiral stirrup square steel pipe is upright, and fluid concrete forms the spiral stirrup concrete-filled steel square tubular column in maintenance after 28 days.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010518371 CN102003042A (en) | 2010-10-26 | 2010-10-26 | Spiral-stirrup square steel tube concrete column and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010518371 CN102003042A (en) | 2010-10-26 | 2010-10-26 | Spiral-stirrup square steel tube concrete column and manufacturing method thereof |
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| CN102003042A true CN102003042A (en) | 2011-04-06 |
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| CN 201010518371 Pending CN102003042A (en) | 2010-10-26 | 2010-10-26 | Spiral-stirrup square steel tube concrete column and manufacturing method thereof |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330469A (en) * | 2011-07-27 | 2012-01-25 | 福州大学 | Method for strengthening bonding effect between steel pipe and internal concrete and structure for same |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN102787696A (en) * | 2012-08-27 | 2012-11-21 | 湖南大学 | High-strength concrete member with local built-in fibre cloth restriction |
| CN103132652A (en) * | 2013-01-15 | 2013-06-05 | 盐城工学院 | Prefabricating embedded spiral hopped column formwork core cast-in-place concrete column of and manufacturing method |
| CN103615072A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Steel-encased concrete steel column with built-in spiral stirrup |
| CN103615071A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Concrete-filled square steel tubular column with built-in spiral stirrup |
| CN104295002A (en) * | 2014-09-17 | 2015-01-21 | 华南理工大学 | High-strength regenerative axial-compression mixed steel tube concrete column with internal local confinement and construction process of high-strength regenerative axial-compression mixed steel tube concrete column |
| CN104631308A (en) * | 2015-03-16 | 2015-05-20 | 南京工业大学 | Reinforced concrete composite pier with strong anti-collision capacity |
| CN105133790A (en) * | 2015-08-28 | 2015-12-09 | 风范绿色建筑（常熟）有限公司 | High-strength square steel tube concrete pillar |
| WO2016041291A1 (en) * | 2014-09-18 | 2016-03-24 | 南京联众建设工程技术有限公司 | Method for the manufacture of a tubular steel pillar having a reinforcing internal wall structure |
| CN105735562A (en) * | 2016-04-13 | 2016-07-06 | 何相华 | Concrete column beam |
| CN110965701A (en) * | 2019-12-06 | 2020-04-07 | 华侨大学 | Internal high-strength spiral stirrup steel pipe-ultrahigh-strength spiral steel fiber concrete combined column and construction method thereof |
| CN113958149A (en) * | 2021-11-18 | 2022-01-21 | 福建工程学院 | Reinforced concrete column reinforcing assembly and construction method |
Citations (3)
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| CN2047688U (en) * | 1989-05-08 | 1989-11-15 | 中国人民解放军海军工程设计研究局 | Steel-pipe concrete pillar with high strength |
| KR20020004747A (en) * | 2000-07-07 | 2002-01-16 | 박영호, 정광량 | CFT(Concrete-Filled steel Tube) structure arranging spiral hoop |
| CN101818543A (en) * | 2010-05-28 | 2010-09-01 | 中南大学 | Square steel tubular column with internally tangent ring-shaped stirrup restraint and high-strength concrete |
-
2010
- 2010-10-26 CN CN 201010518371 patent/CN102003042A/en active Pending
Patent Citations (3)
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|---|---|---|---|---|
| CN2047688U (en) * | 1989-05-08 | 1989-11-15 | 中国人民解放军海军工程设计研究局 | Steel-pipe concrete pillar with high strength |
| KR20020004747A (en) * | 2000-07-07 | 2002-01-16 | 박영호, 정광량 | CFT(Concrete-Filled steel Tube) structure arranging spiral hoop |
| CN101818543A (en) * | 2010-05-28 | 2010-09-01 | 中南大学 | Square steel tubular column with internally tangent ring-shaped stirrup restraint and high-strength concrete |
Non-Patent Citations (2)
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| 《哈尔滨工业大学学报》 20070831 余志武，贺飒飒 内约束方钢管混凝土短柱轴压性能的试验研究 9-12 第39卷, 2 * |
| 《青岛建筑工程学院学报》 19931231 胡海涛，叶知满 轴心受压下高强约束混凝土强度和变形的试验研究 第14卷, 第1期 2 * |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330469A (en) * | 2011-07-27 | 2012-01-25 | 福州大学 | Method for strengthening bonding effect between steel pipe and internal concrete and structure for same |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN102787696B (en) * | 2012-08-27 | 2015-08-05 | 湖南大学 | A kind of High-strength concrete member with local built-in fibre cloth restriction |
| CN102787696A (en) * | 2012-08-27 | 2012-11-21 | 湖南大学 | High-strength concrete member with local built-in fibre cloth restriction |
| CN103132652A (en) * | 2013-01-15 | 2013-06-05 | 盐城工学院 | Prefabricating embedded spiral hopped column formwork core cast-in-place concrete column of and manufacturing method |
| CN103615072A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Steel-encased concrete steel column with built-in spiral stirrup |
| CN103615071A (en) * | 2013-11-25 | 2014-03-05 | 广西大学 | Concrete-filled square steel tubular column with built-in spiral stirrup |
| CN104295002A (en) * | 2014-09-17 | 2015-01-21 | 华南理工大学 | High-strength regenerative axial-compression mixed steel tube concrete column with internal local confinement and construction process of high-strength regenerative axial-compression mixed steel tube concrete column |
| CN104295002B (en) * | 2014-09-17 | 2016-06-29 | 华南理工大学 | Inside set height strengthening regenerative mixed steel pipe concrete Column under Axial Load and the construction technology of local restriction |
| WO2016041291A1 (en) * | 2014-09-18 | 2016-03-24 | 南京联众建设工程技术有限公司 | Method for the manufacture of a tubular steel pillar having a reinforcing internal wall structure |
| CN104631308A (en) * | 2015-03-16 | 2015-05-20 | 南京工业大学 | Reinforced concrete composite pier with strong anti-collision capacity |
| CN105133790A (en) * | 2015-08-28 | 2015-12-09 | 风范绿色建筑（常熟）有限公司 | High-strength square steel tube concrete pillar |
| CN105735562A (en) * | 2016-04-13 | 2016-07-06 | 何相华 | Concrete column beam |
| CN110965701A (en) * | 2019-12-06 | 2020-04-07 | 华侨大学 | Internal high-strength spiral stirrup steel pipe-ultrahigh-strength spiral steel fiber concrete combined column and construction method thereof |
| CN113958149A (en) * | 2021-11-18 | 2022-01-21 | 福建工程学院 | Reinforced concrete column reinforcing assembly and construction method |
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Open date: 20110406 |