CN103967196A - Steel tube bundle combined structure provided with arc type wavy web - Google Patents
Steel tube bundle combined structure provided with arc type wavy web Download PDFInfo
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- CN103967196A CN103967196A CN201410125702.2A CN201410125702A CN103967196A CN 103967196 A CN103967196 A CN 103967196A CN 201410125702 A CN201410125702 A CN 201410125702A CN 103967196 A CN103967196 A CN 103967196A
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- steel pipe
- steel tube
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Abstract
The invention discloses a steel tube bundle combined structure provided with an arc type wavy web. The structure consists of a steel tube bundle assembly, wherein the steel tube bundle assembly is formed by sequential connection of a plurality of steel tube units, each steel tube unit has a cavity, and concrete is poured in each cavity; each steel tube unit comprises an upper flange and a lower flange which are continuous steel plates; the wavy continuous web is arranged between the upper flange and the lower flange and consists of arc sections, the adjacent arc sections are identical in size and shape and opposite in opening direction, and tops of the arc sections are arranged on the upper flange or the lower flange; the steel tube units are defined by the arc sections, the upper flange and the lower flange together; and the arc sections constitute partition plates between the adjacent steel tube units. According to a steel tube bundle combined structure component, steel tube bundles are manufactured in a factory and integrated with the concrete poured inside; the steel tube bundle combined structure component is used as a vertical load-bearing component as well as a lateral-load-resistant component.
Description
Technical field
The present invention relates to the wavy web steel pipe bundle of a kind of arc line type combining structure.
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 wavy web steel pipe bundle of arc line type combining structure that social economy's performance is good.
The technical solution used in the present invention is:
The wavy web steel pipe bundle of an arc line type combining structure, is characterized in that: steel pipe bundle assembly, consist of, 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;
Described steel pipe unit comprises top flange and bottom flange, and described top flange and bottom flange are continuous steel plate;
Wavy continuous web is arranged between described top flange and bottom flange, and described continuous web is comprised of arc, and the size and shape of adjacent arcs line segment is identical, opening is towards the opposite, and the arc top of arc is arranged on described top flange or bottom flange;
Arc and top flange or bottom flange enclose steel pipe unit jointly;
Described arc forms the dividing plate between adjacent steel pipe unit.
Further, the end on the upper and lower edge of a wing is by end dividing plate sealing welding.
Further, on the inside wall on the described upper and lower edge of a wing, 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 wavy web steel pipe bundle of a kind of arc line type of the present invention combining structure member integrated sectional view.
The specific embodiment
With reference to Fig. 1, the wavy web steel pipe bundle of a kind of arc line type combining structure, consists of steel pipe bundle assembly, and described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit 1, and described steel pipe unit has cavity, fluid concrete in described cavity;
Described steel pipe unit 1 comprises 11He bottom flange, top flange 12, and described 11He bottom flange, top flange 12 is continuous steel plate;
Wavy continuous web 13 is arranged between described 11He bottom flange, top flange 12, described continuous web 13 is comprised of arc, the size and shape of adjacent arcs line segment is identical, opening is towards the opposite, and the arc top 14 of arc is arranged on described 11Huo bottom flange, top flange 12;
Arc and 11Huo bottom flange, top flange 12 enclose steel pipe unit jointly;
Described arc forms the dividing plate between adjacent steel pipe unit 1.
Further, the end on the upper and lower edge of a wing 11,12 is by end dividing plate sealing welding.
Further, on the inside wall on the described upper and lower edge of a wing 11,12, be respectively arranged with peg.
Further, on the dividing plate between adjacent steel pipe unit 1, 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 (5)
1. the wavy web steel pipe bundle of an arc line type combining structure, is characterized in that: steel pipe bundle assembly, consist of, 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;
Described steel pipe unit comprises top flange and bottom flange, and described top flange and bottom flange are continuous steel plate;
Wavy continuous web is arranged between described top flange and bottom flange, and described continuous web is comprised of arc, and the size and shape of adjacent arcs line segment is identical, opening is towards the opposite, and the arc top of arc is arranged on described top flange or bottom flange;
Arc and top flange or bottom flange enclose steel pipe unit jointly;
Described arc forms the dividing plate between adjacent steel pipe unit.
2. the wavy web steel pipe bundle of a kind of arc line type as claimed in claim 1 combining structure, is characterized in that: the end on the upper and lower edge of a wing is by end dividing plate sealing welding.
3. the wavy web steel pipe bundle of a kind of arc line type as claimed in claim 2 combining structure, is characterized in that: on the inside wall on the described upper and lower edge of a wing, be respectively arranged with peg.
4. the wavy web steel pipe bundle of a kind of arc line type combining structure as described in one of claim 1～3, is characterized in that: on the dividing plate between adjacent steel pipe unit, through hole is set.
5. the wavy web steel pipe bundle of a kind of arc line type as claimed in claim 4 combining structure, 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 |
|---|---|---|---|
| CN201410125702.2A CN103967196A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure provided with arc type wavy web |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410125702.2A CN103967196A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure provided with arc type wavy web |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103967196A true CN103967196A (en) | 2014-08-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410125702.2A Pending CN103967196A (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure provided with arc type wavy web |
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| CN (1) | CN103967196A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193376A (en) * | 2016-08-18 | 2016-12-07 | 安徽富煌建筑设计研究有限公司 | Steel frame combined steel plate shearing force wall structural system in steel house |
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| DE2353927A1 (en) * | 1973-10-27 | 1975-05-07 | Walter Baltzer | Corrugated board composite formwork and partition wall element - with folded or tubular cross arms cemented between two panels |
| GB1455852A (en) * | 1973-02-24 | 1976-11-17 | Anmac Ltd | Panel for use in constructing wall structures and a method of constructing wall structures |
| 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 |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
| CN203113554U (en) * | 2013-03-01 | 2013-08-07 | 金天德 | Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam |
| CN103643753A (en) * | 2013-12-13 | 2014-03-19 | 广州市设计院 | Waveform welding reinforced type steel plate and concrete combined shear wall |
| CN203834798U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Arc-shaped wavy web steel tube beam composite structure |
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2014
- 2014-03-31 CN CN201410125702.2A patent/CN103967196A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1455852A (en) * | 1973-02-24 | 1976-11-17 | Anmac Ltd | Panel for use in constructing wall structures and a method of constructing wall structures |
| DE2353927A1 (en) * | 1973-10-27 | 1975-05-07 | Walter Baltzer | Corrugated board composite formwork and partition wall element - with folded or tubular cross arms cemented between two panels |
| 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 |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN102587577A (en) * | 2012-03-15 | 2012-07-18 | 天津大学 | Steel tube-I beam combination steel tube concrete special-shaped columns and manufacture method thereof |
| CN203113554U (en) * | 2013-03-01 | 2013-08-07 | 金天德 | Rigid connection joint of combined profile steel box-shaped steel plate shear wall and steel beam |
| CN103643753A (en) * | 2013-12-13 | 2014-03-19 | 广州市设计院 | Waveform welding reinforced type steel plate and concrete combined shear wall |
| CN203834798U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Arc-shaped wavy web steel tube beam composite structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193376A (en) * | 2016-08-18 | 2016-12-07 | 安徽富煌建筑设计研究有限公司 | Steel frame combined steel plate shearing force wall structural system in steel house |
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Application publication date: 20140806 |