CN105442754A - Assembled double-plate-connected concrete-filled steel tube composite special-shaped column - Google Patents
Assembled double-plate-connected concrete-filled steel tube composite special-shaped column Download PDFInfo
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- CN105442754A CN105442754A CN201511014354.2A CN201511014354A CN105442754A CN 105442754 A CN105442754 A CN 105442754A CN 201511014354 A CN201511014354 A CN 201511014354A CN 105442754 A CN105442754 A CN 105442754A
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- rectangular steel
- steel pipe
- steel tube
- peripheral rectangular
- concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses an assembled double-plate-connected concrete-filled steel tube composite special-shaped column which comprises a middle rectangular steel tube and two or more peripheral rectangular steel tubes, wherein the middle rectangular steel tube are connected with the peripheral rectangular steel tubes through two connection steel plates; the connection steel plates are as high as the middle rectangular steel tube, arranged in the vertical direction, and perpendicular to the side surfaces of the middle rectangular steel tube and the peripheral rectangular steel tubes; a plurality of uniformly distributed horizontal ribbed plates are arranged on the outer sides of the connection steel plates, and welded with the middle rectangular steel tube and the peripheral rectangular steel tubes at the two ends; a concrete structure I is poured into the middle rectangular steel tube and the peripheral rectangular steel tubes; a concrete structure II is poured into a space surrounded by the middle rectangular steel tube, the peripheral rectangular steel tubes and two corresponding connection steel plates; the cross section of a unit structure comprising the middle rectangular steel tube and two adjacent peripheral rectangular steel tubes is L-shaped. The assembled double-plate-connected concrete-filled steel tube composite special-shaped column provided by the invention is high in bearing capability, can be applied to high-rise buildings, and meanwhile, has relatively good ductile and earthquake-resisting properties.
Description
Technical field
The present invention relates to a kind of for the hetermorphiscal column in building structure, particularly relate to the two concrete combined special-shaped post of plate joint steel pipe of a kind of assembling.
Background technology
The component that steel core concrete column refers to fill concrete in steel pipe and formed, it takes full advantage of the interaction of material in loading process that steel pipe and concrete two kinds of mechanical properties differ greatly, make up bi-material shortcoming separately, the advantage of both performances, concrete core cylinder anti-side rigidity is large, effectively resists geological process.Steel pipe and the common bearing load of core concrete, simultaneously steel pipe provides effect of contraction for core concrete.
Steel pipe concrete profiled pile is owing to having the excellent mechanical performances of combining structure, under the prerequisite meeting structural bearing capacity and rigidity requirement, can accomplish that interior wall does not go out rib, meet building using function preferably, become the important feature system of engineer applied, it is high that steel pipe concrete profiled pile structure solves daylighting, ventilate, building structure inner space utilization rate is high, economize on resources, the requirement of the building such as flexible layout using function, there are many advantages, the advantage of hetermorphiscal column combined with steel reinforced concrete special-shaped column structure and encased structures, there is bearing capacity high, toughness and plasticity strong, anti-seismic performance is good, stability is good, fire resistance is good, antiseptic property is superior, duration is short, the feature such as to construct simple, hetermorphiscal column has catered to the requirement of innovation dwelling house system, unique advantage is occupied in housing construction market, become the developing direction that of Structural Engineering Subject is important.
At present, the concrete combined special-shaped post of the concrete combined special-shaped post of steel plate joint steel pipe many employings veneer joint steel pipe, bearing capacity is not high, cannot be applied in high level, so just constrain the development of concrete filled steel tube combined special-shaped column, its application is restricted.
To sum up, research and develop a kind of supporting capacity high, can be applied in highrise building, the pillar pole simultaneously with good ductility and anti-seismic performance is necessary.
Summary of the invention
The present invention provides a kind of assembling two concrete combined special-shaped post of plate joint steel pipe for solving problems of the prior art, and this hetermorphiscal column supporting capacity is high, can be applied in highrise building, has good ductility and anti-seismic performance simultaneously.
The technical scheme that the present invention takes for the technical problem existed in solution known technology is: the two concrete combined special-shaped post of plate joint steel pipe of a kind of assembling, comprise an intermediate rectangular steel pipe and at least two peripheral rectangular steel pipes, described intermediate rectangular steel pipe is connected by the two piece junction steel plates contour with it with described peripheral rectangular steel pipe, described junction steel plate vertical is arranged, and with the lateral vertical of described intermediate rectangular steel pipe and described peripheral rectangular steel pipe, the horizontal floor that multiple tracks is evenly arranged is provided with in the outside of described junction steel plate, described horizontal floor welds with the described intermediate rectangular steel pipe and described peripheral rectangular steel pipe being positioned at its two ends, in described intermediate rectangular steel pipe and described peripheral rectangular steel pipe, build concrete structure I respectively, in described intermediate rectangular steel pipe, described peripheral rectangular steel pipe and relative two pieces of spaces that described junction steel plate surrounds, build concrete structure II, the cross section comprising the block construction of the described intermediate rectangular steel pipe described peripheral rectangular steel pipe adjacent with two is L-shaped.
Described peripheral rectangular steel pipe has two, and the cross section of described hetermorphiscal column is L-shaped.
Described peripheral rectangular steel pipe has three, and the cross section of described hetermorphiscal column is T-shaped.
Described peripheral rectangular steel pipe has four, and the cross section of described hetermorphiscal column is cross.
The advantage that the present invention has and good effect are:
One) on structure stress, there is the excellent mechanical performances of combining structure, simple structure, power transmission is clear and definite, and bearing capacity improves greatly, the combined special-shaped columns bearing capacity of concrete filled steel tube connected for veneer is not high, cannot be applied to the problem in highrise building, in the concrete combined special-shaped post of two plate joint steel pipes, steel pipe and concrete pressure zone area increase, and the overall performance of pillar obtains reinforcement, bearing power increase is remarkable, may be used in high-rise steel structure house and public steel building.
Two) under the prerequisite meeting structural bearing capacity and rigidity requirement, can accomplish that interior wall does not go out rib, layout is comparatively flexible, can meet building using function preferably, be particularly suitable for the requirement of steel structure of housing to space.Become the important feature system of engineer applied, solve daylighting high, ventilate, the building using function requirement such as building structure inner space utilization rate is high, economize on resources, flexible layout.
Three) compared with pure steel structure, can steel be saved, reduce costs, and cripling is less likely to occur, and there is good fire resistance, good anti-seismic performance, stability is good, antiseptic property is superior.
Four) factory-made component, Site Welding, improves speed of application, shortens the duration.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention 1;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the structural representation of the embodiment of the present invention 2;
Fig. 4 is the top view of Fig. 3;
Fig. 5 is the structural representation of the embodiment of the present invention 3;
Fig. 6 is the top view of Fig. 5.
In figure: 1, peripheral rectangular steel pipe, 2, junction steel plate, 3, horizontal floor, 4, intermediate rectangular steel pipe, 5, concrete structure I, 6, concrete structure II.
Detailed description of the invention
For summary of the invention of the present invention, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 ~ Fig. 6, the two concrete combined special-shaped post of plate joint steel pipe of a kind of assembling, comprise an intermediate rectangular steel pipe 4 and at least two peripheral rectangular steel pipes 1, described intermediate rectangular steel pipe 4 is connected by the two piece junction steel plates 2 contour with it with described peripheral rectangular steel pipe 1, described junction steel plate 2 vertical is arranged, and with the lateral vertical of described intermediate rectangular steel pipe 4 and described peripheral rectangular steel pipe 1, the horizontal floor 3 that multiple tracks is evenly arranged is provided with in the outside of described junction steel plate 2, described horizontal floor 3 welds with the described intermediate rectangular steel pipe 4 and described peripheral rectangular steel pipe 1 being positioned at its two ends, in described intermediate rectangular steel pipe 4 and described peripheral rectangular steel pipe 1, build concrete structure I 5 respectively, in the space that described intermediate rectangular steel pipe 4, described peripheral rectangular steel pipe 1 and relative two pieces of described junction steel plates 2 surround, build concrete structure II 6, the cross section comprising the block construction of the described intermediate rectangular steel pipe 4 described peripheral rectangular steel pipe 1 adjacent with two is L-shaped.
Now exemplify following examples:
Embodiment 1:
Refer to Fig. 1 ~ Fig. 2, described peripheral rectangular steel pipe 1 has two, and the cross section of described hetermorphiscal column is L-shaped.
Embodiment 2:
Refer to Fig. 3 ~ Fig. 4, described peripheral rectangular steel pipe 1 has three, and the cross section of described hetermorphiscal column is T-shaped.
Embodiment 3:
Refer to Fig. 5 ~ Fig. 6, described peripheral rectangular steel pipe 1 has four, and the cross section of described hetermorphiscal column is cross.
Although be described the preferred embodiments of the present invention by reference to the accompanying drawings above; but the present invention is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present invention; do not departing under the ambit that present inventive concept and claim protect, can also make a lot of form, these all belong within protection scope of the present invention.
Claims (4)
1. the two concrete combined special-shaped post of plate joint steel pipe of assembling, it is characterized in that, comprise an intermediate rectangular steel pipe and at least two peripheral rectangular steel pipes, described intermediate rectangular steel pipe is connected by the two piece junction steel plates contour with it with described peripheral rectangular steel pipe, described junction steel plate vertical is arranged, and with the lateral vertical of described intermediate rectangular steel pipe and described peripheral rectangular steel pipe, the horizontal floor that multiple tracks is evenly arranged is provided with in the outside of described junction steel plate, described horizontal floor welds with the described intermediate rectangular steel pipe and described peripheral rectangular steel pipe being positioned at its two ends, in described intermediate rectangular steel pipe and described peripheral rectangular steel pipe, build concrete structure I respectively, in described intermediate rectangular steel pipe, described peripheral rectangular steel pipe and relative two pieces of spaces that described junction steel plate surrounds, build concrete structure II, the cross section comprising the block construction of the described intermediate rectangular steel pipe described peripheral rectangular steel pipe adjacent with two is L-shaped.
2. the two concrete combined special-shaped post of plate joint steel pipe of assembling according to claim 1, it is characterized in that, described peripheral rectangular steel pipe has two, and the cross section of described hetermorphiscal column is L-shaped.
3. the two concrete combined special-shaped post of plate joint steel pipe of assembling according to claim 1, it is characterized in that, described peripheral rectangular steel pipe has three, and the cross section of described hetermorphiscal column is T-shaped.
4. the two concrete combined special-shaped post of plate joint steel pipe of assembling according to claim 1, it is characterized in that, described peripheral rectangular steel pipe has four, and the cross section of described hetermorphiscal column is cross.
Priority Applications (1)
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CN201511014354.2A CN105442754A (en) | 2015-12-28 | 2015-12-28 | Assembled double-plate-connected concrete-filled steel tube composite special-shaped column |
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CN201511014354.2A CN105442754A (en) | 2015-12-28 | 2015-12-28 | Assembled double-plate-connected concrete-filled steel tube composite special-shaped column |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105863163A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Prefabricated L-shaped irregular concrete filled steel tube combined column based on square steel connecting piece |
CN106894577A (en) * | 2017-04-07 | 2017-06-27 | 华侨大学 | A kind of strong constraint rectangular profile concrete filled steel tube rod structure with ribbing |
CN106948549A (en) * | 2017-05-11 | 2017-07-14 | 王昆 | A kind of prefabricated special-shaped side column, prefabricated assembled bean column node and its construction method |
CN107620429A (en) * | 2017-10-27 | 2018-01-23 | 北京善筑科技股份有限公司 | A kind of square steel tube combined special-shaped column and its structural system |
CN107905451A (en) * | 2017-10-17 | 2018-04-13 | 天津大学 | A kind of special-shaped column composed of concrete-filled square steel tubes based on ratio-frequency welding H profile steel |
CN112922238A (en) * | 2021-04-13 | 2021-06-08 | 青岛农业大学 | Steel pipe concrete combined special-shaped column |
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CN201433511Y (en) * | 2009-06-11 | 2010-03-31 | 中国京冶工程技术有限公司 | Lattice-type special-shaped steel pipe concrete column |
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 |
CN104358357A (en) * | 2014-11-05 | 2015-02-18 | 沈阳建筑大学 | Star-section reinforced concrete combination column with reinforced with external angle steel |
CN104847053A (en) * | 2015-05-07 | 2015-08-19 | 天津大学 | Concrete filled steel tube specially shaped column suitable for industrial production |
CN205296586U (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | Special -shaped post of steel pipe concrete combination is connected to two boards of assembled |
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2015
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KR20080108880A (en) * | 2007-06-11 | 2008-12-16 | 이창남 | Trench forme method for the steel concrete column |
CN101565969A (en) * | 2009-05-27 | 2009-10-28 | 天津大学 | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof |
CN201433511Y (en) * | 2009-06-11 | 2010-03-31 | 中国京冶工程技术有限公司 | Lattice-type special-shaped steel pipe concrete column |
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CN205296586U (en) * | 2015-12-28 | 2016-06-08 | 天津大学 | Special -shaped post of steel pipe concrete combination is connected to two boards of assembled |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105863163A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Prefabricated L-shaped irregular concrete filled steel tube combined column based on square steel connecting piece |
CN105863163B (en) * | 2016-05-20 | 2018-11-23 | 西安建筑科技大学 | A kind of Prefabricated L-shaped composite pile prepared from special section steel tube concrete based on square steel connector |
CN106894577A (en) * | 2017-04-07 | 2017-06-27 | 华侨大学 | A kind of strong constraint rectangular profile concrete filled steel tube rod structure with ribbing |
CN106948549A (en) * | 2017-05-11 | 2017-07-14 | 王昆 | A kind of prefabricated special-shaped side column, prefabricated assembled bean column node and its construction method |
CN106948549B (en) * | 2017-05-11 | 2018-12-21 | 泉州市洛江奎芳保洁有限公司 | A kind of prefabricated special-shaped side column |
CN107905451A (en) * | 2017-10-17 | 2018-04-13 | 天津大学 | A kind of special-shaped column composed of concrete-filled square steel tubes based on ratio-frequency welding H profile steel |
CN107620429A (en) * | 2017-10-27 | 2018-01-23 | 北京善筑科技股份有限公司 | A kind of square steel tube combined special-shaped column and its structural system |
CN112922238A (en) * | 2021-04-13 | 2021-06-08 | 青岛农业大学 | Steel pipe concrete combined special-shaped column |
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Application publication date: 20160330 |
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