CN103967165A - Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates - Google Patents
Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates Download PDFInfo
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- CN103967165A CN103967165A CN201410125648.1A CN201410125648A CN103967165A CN 103967165 A CN103967165 A CN 103967165A CN 201410125648 A CN201410125648 A CN 201410125648A CN 103967165 A CN103967165 A CN 103967165A
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Abstract
The invention discloses a steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates. The steel tube bundle combined structure consists of a steel tube bundle assembly. The steel tube bundle assembly is formed by the way that a plurality of steel tube units are sequentially connected. Each steel tube unit is provided with a cavity, and concrete is poured into each cavity. The continuous steel plates are bent to be in a rectangular wave shape, the shapes and the sizes of adjacent rectangular waves of the rectangular wave-shaped steel plates are equal, and the up-down directions of openings of the adjacent rectangular waves are opposite. The bottom edge and the two side edges of each rectangular wave are formed through the steel plates, and the openings of the rectangular waves are sealed and welded through sealing plates. The side edges form webs, the bottom edges and the sealing plates together form upper flanges and lower flanges, and the rectangular waves and the sealing plates define the steel tube units together. According to the steel tube bundle combined structure components, steel tube bundles are manufactured in a factorization mode, the steel tube bundles and concrete poured inside the steel tube bundles form a whole, and the steel tube bundle combined structure components not only serve as vertical bearing members but also serve as lateral load resistance members.
Description
Technical field
The present invention relates to the steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel forms.
Background technology
Under construction, by the material of agent structure, divide, 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 the 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 applying 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 complicated, the on-the-spot shortcomings such as a large amount of artificial, constructional difficulties that need of structure manufacture that existing lateral resistant member exists, 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 of Continuous Rectangular corrugated steel composition that social economy's performance is good.
The technical solution used in the present invention is:
The steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel forms, it is characterized in that: by steel pipe bundle assembly, formed, described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit, and described steel pipe unit has cavity, fluid concrete in described cavity;
Continuously steel plate bending is orthogonal wavy, the shape of the adjacent rectangle ripple that described rectangle is wavy and equal and opposite in direction, opening towards the opposite up and down; Steel plate forms base and two sides of described square wave; The opening of described square wave is by shrouding sealing welding;
Described side forms web; Described base forms top flange and bottom flange together with shrouding;
Described square wave and shrouding enclose described steel pipe unit jointly.
Further, on the inside wall on the base of described shrouding and square wave, be respectively arranged with peg.
Further, on the dividing plate between adjacent steel pipe unit, through hole is set.
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 integral body, 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, in conjunction with building partition, arranges, the interior space is divided flexibly.
Accompanying drawing explanation
Fig. 1 is the steel pipe bundle combining structure member integrated sectional view that a kind of Continuous Rectangular corrugated steel of the present invention forms.
The specific embodiment
With reference to Fig. 1, the steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel forms, consists of steel pipe bundle assembly, and described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit, and described steel pipe unit has cavity, fluid concrete in described cavity;
Continuously steel plate bending is orthogonal wavy 1, the shape of the adjacent rectangle ripple of described rectangle wavy 1 and equal and opposite in direction, opening towards the opposite up and down; Steel plate forms base 11 and two sides 12 of described square wave; The opening of described square wave is by shrouding 2 sealing welding;
Described side 12 forms web; Described base 11 forms top flange and bottom flange together with shrouding 2;
Described square wave and shrouding 2 enclose described steel pipe unit jointly.
Further, on the inside wall on the base 11 of described shrouding 2 and square wave, be respectively arranged with peg.
Further, on the dividing plate between adjacent steel pipe unit, through hole is set.
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 the way of realization of 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 in those skilled in the art, according to the present invention, conceive the equivalent technologies means that can expect.
Claims (4)
1. the steel pipe bundle combining structure that a Continuous Rectangular corrugated steel forms, it is characterized in that: by steel pipe bundle assembly, formed, described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit, and described steel pipe unit has cavity, fluid concrete in described cavity;
Continuously steel plate bending is orthogonal wavy, the shape of the adjacent rectangle ripple that described rectangle is wavy and equal and opposite in direction, opening towards the opposite up and down; Steel plate forms base and two sides of described square wave; The opening of described square wave is by shrouding sealing welding;
Described side forms web; Described base forms top flange and bottom flange together with shrouding;
Described square wave and shrouding enclose described steel pipe unit jointly.
2. the steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel as claimed in claim 1 forms, is characterized in that: on the inside wall on described shrouding and the base of square wave, be respectively arranged with peg.
3. the steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel as claimed in claim 1 or 2 forms, is characterized in that: on the dividing plate between adjacent steel pipe unit, through hole is set.
4. the steel pipe bundle combining structure that a kind of Continuous Rectangular corrugated steel as claimed in claim 3 forms, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410125648.1A CN103967165A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410125648.1A CN103967165A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates |
Publications (1)
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| CN103967165A true CN103967165A (en) | 2014-08-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410125648.1A Pending CN103967165A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104759772A (en) * | 2015-04-09 | 2015-07-08 | 杭萧钢构股份有限公司 | General assembling and welding apparatus for steel tube bundle |
| CN109914602A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | More built-in skew wall rectangle steel lumen-concrete combined structures and its construction method |
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| US5657601A (en) * | 1995-09-21 | 1997-08-19 | The United States Of America As Represented By The Secretary Of The Army | Form tie rod spacer assembly for stay-in-place forms |
| TW352401B (en) * | 1998-05-08 | 1999-02-11 | Mei-Jr Linwu | Shear construction corrugated steel sheet wall |
| JP2006265960A (en) * | 2005-03-24 | 2006-10-05 | Taisei Corp | Construction method of steel concrete composite structure |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN202055373U (en) * | 2011-04-22 | 2011-11-30 | 上海江欢成建筑设计有限公司 | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete |
| CN202108134U (en) * | 2011-06-01 | 2012-01-11 | 西安建筑科技大学 | Novel section steel plate shear wall |
| CN102319825A (en) * | 2005-11-08 | 2012-01-18 | 内亚波有限公司 | Be used to make the system and method for cellular board |
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN103147526A (en) * | 2013-03-06 | 2013-06-12 | 东南大学 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
| CN203891253U (en) * | 2014-03-31 | 2014-10-22 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure formed by continuous rectangular wavy steel plates |
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2014
- 2014-03-31 CN CN201410125648.1A patent/CN103967165A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5657601A (en) * | 1995-09-21 | 1997-08-19 | The United States Of America As Represented By The Secretary Of The Army | Form tie rod spacer assembly for stay-in-place forms |
| TW352401B (en) * | 1998-05-08 | 1999-02-11 | Mei-Jr Linwu | Shear construction corrugated steel sheet wall |
| JP2006265960A (en) * | 2005-03-24 | 2006-10-05 | Taisei Corp | Construction method of steel concrete composite structure |
| CN102319825A (en) * | 2005-11-08 | 2012-01-18 | 内亚波有限公司 | Be used to make the system and method for cellular board |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| CN202055373U (en) * | 2011-04-22 | 2011-11-30 | 上海江欢成建筑设计有限公司 | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete |
| CN202108134U (en) * | 2011-06-01 | 2012-01-11 | 西安建筑科技大学 | Novel section steel plate shear wall |
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN103147526A (en) * | 2013-03-06 | 2013-06-12 | 东南大学 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
| CN203891253U (en) * | 2014-03-31 | 2014-10-22 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure formed by continuous rectangular wavy steel plates |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104759772A (en) * | 2015-04-09 | 2015-07-08 | 杭萧钢构股份有限公司 | General assembling and welding apparatus for steel tube bundle |
| CN104759772B (en) * | 2015-04-09 | 2017-06-13 | 杭萧钢构股份有限公司 | Steel pipe bundle general assembly welding equipment |
| CN109914602A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | More built-in skew wall rectangle steel lumen-concrete combined structures and its construction method |
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Application publication date: 20140806 |