CN103967197A - Steel tube bundle combination structure provided with X-shaped web plates - Google Patents
Steel tube bundle combination structure provided with X-shaped web plates Download PDFInfo
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- CN103967197A CN103967197A CN201410125720.0A CN201410125720A CN103967197A CN 103967197 A CN103967197 A CN 103967197A CN 201410125720 A CN201410125720 A CN 201410125720A CN 103967197 A CN103967197 A CN 103967197A
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Abstract
The invention discloses a steel tube bundle combination structure provided with X-shaped web plates. The steel tube bundle combination structure comprises a steel tube bundle assembly which is formed by sequentially connecting a plurality of steel tube units, wherein each steel tube unit is provided with a cavity, and concrete is poured in the cavity; each steel tube unit is formed by a plurality of X-shaped profiles distributed at intervals between a top flange and a bottom flange which are parallel, and both the top flange and the bottom flange adopt continuous steel plates; each X-shaped profile is formed by splicing arc top parts of two opposite semi-circular steel tubes, and two ends of each semi-circular steel tube are welded with the top flange or the bottom flange respectively; the X-shaped profiles form the web plates; and each steel tube unit is defined by one semi-circular steel tube on the right side of the front X-shaped profile, one semi-circular steel tube on the left side of the rear X-shaped profile, the top flange and the bottom flange jointly. In a steel tube bundle combination structure member, the steel tube bundles are manufactured in a factory and integrated with inside poured concrete; and the steel tube bundle combination structure member not only can be taken as a vertical bearing member, but also can be taken as a lateral load resistance member.
Description
Technical field
The present invention relates to a kind of steel pipe bundle combining structure with X-type web.
Background technology
Under construction, divide by the material of agent structure, conventional have two kinds of concrete structure and steel work.
Traditional concrete structure needs on-the-spot a large amount of artificial, and in construction, timber application is more, and waste water, airborne dust etc. are seriously polluted, do not meet the policy requirements of national energy-saving environmental protection.But the shear wall structure system in concrete structure, when better anti-side rigidity is provided, architectural composition is flexible.Particularly, in residential structure, shear wall is thinner, can useful combination with building segmenting wall body, the comfortable interior space is provided.
Steel work is a kind of building system of industrialization, meets the industrialization of construction industry standard-required of standardized designs, batch production making, prefabricated construction, information system management.Site assemblyization construction is saved a large amount of artificial, and construction waste material is few, energy-conserving and environment-protective.The members such as steel column in steel structure system, girder steel, support, manual manufacture still accounts for sizable ratio, and nodes domains complex structure, and cost of manufacture is high.The steel column side of mostly being rectangular column, while application in house, indoor have a steel column salient angle, arranges to building and make troubles.
If steel work and concrete structure are effectively combined, study a kind of novel lateral resistant member, give full play to the advantage that architectural composition is flexible, structure steel fabrication industrialization degree is high, speed of application is fast of concrete shear force wall, bring into play steel high-strength light, material property advantage that concrete rigidity is large simultaneously, to the shortcoming in current architecture configuration system, it is a good solution.
Summary of the invention
In order to overcome structure manufacture complexity that existing lateral resistant member exists, the on-the-spot shortcomings such as a large amount of artificial, constructional difficulties that need, the invention provides that a kind of steel using amount economy, structure manufacture are simple, convenient and quick construction, be convenient to suitability for industrialized production, give full play to steel and concrete performance advantage, be conducive to save material, reduce environment pollution, improve dwelling environment, the steel pipe bundle combining structure with X-type web that social economy's performance is good.
The technical solution used in the present invention is:
With a steel pipe bundle combining structure for X-type web, it is characterized in that: be made up of steel pipe bundle assembly, described steel pipe bundle assembly is connected and composed successively by multiple steel pipes unit, and described steel pipe unit has cavity fluid concrete in described cavity;
Described steel pipe unit is intervally arranged and forms between parallel top flange and bottom flange by multiple X-shaped section bars, and described top flange and bottom flange are continuous steel plate; X-shaped section bar is spliced to form at arc top by two reverse semicircle steel pipes, and weld with top flange or bottom flange respectively at the two ends of semicircle steel pipe;
Described X-shaped section bar forms web; The semicircle steel pipe in left side of the semicircle steel pipe in right side of last X-shaped section bar, a rear X-shaped section bar and top flange and bottom flange enclose described steel pipe unit jointly.
Further, between described top flange and the end of bottom flange, weld by end-plate.
Further, on the inside wall of described top flange and bottom flange, be respectively arranged with peg.
Further, on described semicircle steel pipe, offer through hole.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Beneficial effect of the present invention is embodied in:
1,, in steel pipe bundle combining structure member, steel pipe bundle batch production is made, site assemblyization construction, and the concrete that build inside is an entirety, builds conveniently, does not need formwork;
2, steel pipe bundle and concrete are by peg collaborative work, and compound action is reliable, and bending resistance, resistance to compression and shear resistant capacity are high;
3, all process steps that steel pipe bundle combining structure member is produced adopts industrial equipment, and speed of production is fast, reliable product quality, a large amount of saving manually;
4, steel pipe bundle combining structure member is both as vertical supporting member, again as lateral resistant member.Thickness of wall body is thinner, arranges in conjunction with building partition, and the interior space is divided flexibly.
Brief description of the drawings
Fig. 1 is the steel pipe bundle combining structure member integrated sectional view of band X-type web of the present invention.
Detailed description of the invention
With reference to Fig. 1, a kind of steel pipe bundle combining structure with X-type web, is made up of steel pipe bundle assembly, and described steel pipe bundle assembly is connected and composed successively by multiple steel pipes unit 1, and described steel pipe unit 1 has cavity, fluid concrete in described cavity;
Described steel pipe unit 1 is intervally arranged and forms between parallel top flange 11 and bottom flange 12 by multiple X-shaped section bars 13, and described top flange 11 and bottom flange 12 are continuous steel plate; X-shaped section bar 13 is spliced to form at arc top by two reverse semicircle steel pipes 131, and weld with top flange 11 or bottom flange 12 respectively at the two ends of semicircle steel pipe 131;
Described X-shaped section bar 13 forms web; The semicircle steel pipe in left side of the semicircle steel pipe in right side of last X-shaped section bar, a rear X-shaped section bar and top flange and bottom flange enclose described steel pipe unit jointly.
Further, between described top flange 11 and the end of bottom flange 12, weld by end-plate.
Further, on the inside wall of described top flange 11 and bottom flange 12, be respectively arranged with peg.
Further, on described semicircle steel pipe 131, offer through hole.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating of way of realization to inventive concept; protection scope of the present invention should not be regarded as only limiting to the concrete form that embodiment states, protection scope of the present invention also and conceive the equivalent technologies means that can expect according to the present invention in those skilled in the art.
Claims (5)
1. the steel pipe bundle combining structure with X-type web, is characterized in that: be made up of steel pipe bundle assembly, described steel pipe bundle assembly is connected and composed successively by multiple steel pipes unit, and described steel pipe unit has cavity, fluid concrete in described cavity;
Described steel pipe unit is intervally arranged and forms between parallel top flange and bottom flange by multiple X-shaped section bars, and described top flange and bottom flange are continuous steel plate; X-shaped section bar is spliced to form at arc top by two reverse semicircle steel pipes, and weld with top flange or bottom flange respectively at the two ends of semicircle steel pipe;
Described X-shaped section bar forms web; The semicircle steel pipe in left side of the semicircle steel pipe in right side of last X-shaped section bar, a rear X-shaped section bar and top flange and bottom flange enclose described steel pipe unit jointly.
2. a kind of steel pipe bundle combining structure with X-type web as claimed in claim 1, is characterized in that: between described top flange and the end of bottom flange, weld by end-plate.
3. a kind of steel pipe bundle combining structure with X-type web as claimed in claim 2, is characterized in that: on described top flange and the inside wall of bottom flange, be respectively arranged with peg.
4. a kind of steel pipe bundle combining structure with X-type web as described in one of claim 1~3, is characterized in that: on described semicircle steel pipe, offer through hole.
5. a kind of steel pipe bundle combining structure with X-type web as claimed in claim 4, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Priority Applications (1)
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CN201410125720.0A CN103967197A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure provided with X-shaped web plates |
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CN201410125720.0A CN103967197A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure provided with X-shaped web plates |
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CN201410125720.0A Pending CN103967197A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure provided with X-shaped web plates |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926812A (en) * | 2016-06-23 | 2016-09-07 | 杭萧钢构股份有限公司 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
CN107989260A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | Circular edge column is put more energy into arc floor steel reinforced concrete compound shear wall and production method |
CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
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WO1991005120A1 (en) * | 1989-09-26 | 1991-04-18 | Gesertek Oy | Method for the fabrication of a composite structure |
CN201068603Y (en) * | 2007-07-31 | 2008-06-04 | 北京工业大学 | Joist end weakened replaced type steel frame beam-column anti-knock joint |
CN201981649U (en) * | 2011-03-18 | 2011-09-21 | 美建建筑系统(中国)有限公司 | Pregrouting concrete steel tube member |
CN203080736U (en) * | 2013-01-18 | 2013-07-24 | 金天德 | Combined profile steel box-shaped steel plate shear wall |
CN203834799U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure with X-shaped web plate |
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2014
- 2014-03-31 CN CN201410125720.0A patent/CN103967197A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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WO1991005120A1 (en) * | 1989-09-26 | 1991-04-18 | Gesertek Oy | Method for the fabrication of a composite structure |
EP0494200B1 (en) * | 1989-09-26 | 1994-05-04 | Gesertek Oy | Method for the fabrication of a composite bridge structure |
CN201068603Y (en) * | 2007-07-31 | 2008-06-04 | 北京工业大学 | Joist end weakened replaced type steel frame beam-column anti-knock joint |
CN201981649U (en) * | 2011-03-18 | 2011-09-21 | 美建建筑系统(中国)有限公司 | Pregrouting concrete steel tube member |
CN203080736U (en) * | 2013-01-18 | 2013-07-24 | 金天德 | Combined profile steel box-shaped steel plate shear wall |
CN203834799U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure with X-shaped web plate |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926812A (en) * | 2016-06-23 | 2016-09-07 | 杭萧钢构股份有限公司 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
CN107989260A (en) * | 2017-12-19 | 2018-05-04 | 浙江绿筑集成科技有限公司 | Circular edge column is put more energy into arc floor steel reinforced concrete compound shear wall and production method |
CN108035483A (en) * | 2017-12-19 | 2018-05-15 | 浙江绿筑集成科技有限公司 | H-type edge posts are put more energy into arc floor steel reinforced concrete compound shear wall and production method |
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Application publication date: 20140806 |