CN203834804U - Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables - Google Patents
Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables Download PDFInfo
- Publication number
- CN203834804U CN203834804U CN201420152908.XU CN201420152908U CN203834804U CN 203834804 U CN203834804 U CN 203834804U CN 201420152908 U CN201420152908 U CN 201420152908U CN 203834804 U CN203834804 U CN 203834804U
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- Prior art keywords
- steel tube
- steel
- steel pipe
- concrete
- tube bundle
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- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 76
- 239000010959 steel Substances 0.000 title claims abstract description 76
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 238000007789 sealing Methods 0.000 claims abstract description 6
- 239000000203 mixture Substances 0.000 claims description 11
- 238000005452 bending Methods 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 3
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 3
- 238000010923 batch production Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- Rigid Pipes And Flexible Pipes (AREA)
Abstract
The utility model discloses a steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables. The steel tube bundle combined structure is composed of a steel tube bundle assembly, wherein the steel tube bundle assembly is formed by sequentially connecting multiple steel tube units, each steel tube unit is provided with a cavity, and concrete is poured into the cavity. The continuous steel plates are bent to be rectangular wave shaped, adjacent rectangular waves of the rectangular wave shapes are identical in shape and size, and the vertical orientations of openings are opposite. The steel plates form a bottom side and two lateral sides of each rectangular wave. The openings of the rectangular waves are closed and welded through sealing plates, and two ends of the back side of the bottom side are provided with downward concave sections for accommodating lap joint sections of the sealing plates. Web plates are formed on the lateral sides. The bottom sides and the sealing plates form upper flanges and lower flanges. The rectangular waves and the sealing plates define the steel tube units. In a member with the steel tube bundle combined structure, steel tube bundles are industrially manufactured and form a whole with the concrete poured in the inside. The member with the steel tube bundle combined structure can serve as a vertical bearing member and can also serve a lateral load resistance member.
Description
Technical field
The utility model relates to a kind of steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition with overlap joint concave station.
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 utility model 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, steel pipe bundle combining structure that the Continuous Rectangular corrugated steel of band overlap joint concave station that social economy's performance is good forms.
The technical solution adopted in the utility model is:
The steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition of band overlap joint concave station, it is characterized in that: formed by 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;
Continuously steel plate bending is orthogonal wavy, shape and the equal and opposite in direction of the wavy adjacent rectangle ripple of described rectangle, 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, and the two ends at the back side on described base are provided with recessed section of lap segment for holding shrouding;
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.
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.
The beneficial effects of the utility model are 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 the Continuous Rectangular corrugated steel composition of the utility model band overlap joint concave station.
Detailed description of the invention
With reference to Fig. 1, the steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition of band overlap joint concave station, is made up of steel pipe bundle assembly, and described steel pipe bundle assembly is connected and composed successively by multiple steel pipes unit, described steel pipe unit has cavity, fluid concrete in described cavity;
Continuously steel plate bending is orthogonal wavy 1, shape and the equal and opposite in direction of the adjacent rectangle ripple of described rectangle wavy 1, 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 seals welding by shrouding 2, and the two ends at the back side on described base 11 are provided with recessed section 111 of lap segment 21 for holding shrouding 2;
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.
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 of way of realization to inventive concept; protection domain of the present utility model should not be regarded as only limiting to the concrete form that embodiment states, protection domain of the present utility model also and conceive the equivalent technologies means that can expect according to the utility model in those skilled in the art.
Claims (4)
1. the steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition of band overlap joint concave station, it is characterized in that: formed by 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;
Continuously steel plate bending is orthogonal wavy, shape and the equal and opposite in direction of the wavy adjacent rectangle ripple of described rectangle, 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, and the two ends at the back side on described base are provided with recessed section of lap segment for holding shrouding;
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.
2. the steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition of band overlap joint concave station as claimed in claim 1, 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 of the Continuous Rectangular corrugated steel composition of band overlap joint concave station as claimed in claim 1 or 2, is characterized in that: on the dividing plate between adjacent steel pipe unit, through hole is set.
4. the steel pipe bundle combining structure of the Continuous Rectangular corrugated steel composition of band overlap joint concave station as claimed in claim 3, 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 |
|---|---|---|---|
| CN201420152908.XU CN203834804U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420152908.XU CN203834804U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834804U true CN203834804U (en) | 2014-09-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420152908.XU Expired - Lifetime CN203834804U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203834804U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967200A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure constituted by continuous rectangular waved steel plates and provided with lapped concave platform |
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN113404208A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Thin-wall section steel double-sided superposed shear wall and manufacturing method thereof |
-
2014
- 2014-03-31 CN CN201420152908.XU patent/CN203834804U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967200A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure constituted by continuous rectangular waved steel plates and provided with lapped concave platform |
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN113404208A (en) * | 2021-05-20 | 2021-09-17 | 上海建工二建集团有限公司 | Thin-wall section steel double-sided superposed shear wall and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HANGXIAO STEEL COMPONENT CO., LTD. Free format text: FORMER NAME: ZHEJIANG HANGXIAO STEEL STRUCTURE CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee after: HANGXIAO STEEL STRUCTURE Co.,Ltd. Address before: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee before: ZHEJIANG HANGXIAO STEEL STRUCTURE Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |
|
| CX01 | Expiry of patent term |