CN203834801U - Steel tube bundle combination structure consisting of steel plates and Z-shaped steel - Google Patents
Steel tube bundle combination structure consisting of steel plates and Z-shaped steel Download PDFInfo
- Publication number
- CN203834801U CN203834801U CN201420151439.XU CN201420151439U CN203834801U CN 203834801 U CN203834801 U CN 203834801U CN 201420151439 U CN201420151439 U CN 201420151439U CN 203834801 U CN203834801 U CN 203834801U
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- China
- Prior art keywords
- steel
- steel pipe
- steel tube
- concrete
- pipe bundle
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 97
- 239000010959 steel Substances 0.000 title claims abstract description 97
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 238000005452 bending Methods 0.000 claims abstract description 8
- 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
- 238000007789 sealing Methods 0.000 claims description 2
- 238000000926 separation method Methods 0.000 abstract 1
- 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
- 239000000203 mixture Substances 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
- 238000003466 welding Methods 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a steel tube bundle combination structure consisting of steel plates and Z-shaped steel. The steel tube bundle combination structure consists of a steel tube bundle assembly formed by sequentially connecting a plurality of steel tube units, each of the steel tube units is provided with a hollow cavity, and concrete is poured in each hollow cavity; each of the steel tube units is formed by an upper flange and a lower flange separated by webs located between the upper flange and the lower flange, the upper flange is parallel to the lower flange, both the upper flange and the lower flange are the continuous steel plates, two ends of each of the webs are provided with bent sections which are parallel to the upper and lower flanges and have the same bending direction, and two ends of each of the bent sections and the upper and lower flanges are welded respectively; the front and back webs and the upper and lower flanges jointly define the steel tube units; the webs form separation boards between the adjacent steel tube units. According to the steel tube bundle combination structure consisting of the steel plates and Z-shaped steel, the steel tube bundles are manufactured in a factorization mode, and the steel tube bundles and the concrete poured in the bundles are integrated; the steel tube bundle combination structure is used as not only a vertical load-bearing component but also a lateral load resistant component.
Description
Technical field
The utility model relates to a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel.
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, the steel pipe bundle combining structure being formed by steel plate and Z-shape steel that social economy's performance is good.
The technical solution adopted in the utility model is:
The steel pipe bundle combining structure being made up of steel plate and Z-shape steel, 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 separated and is formed between parallel top flange and bottom flange by web, described top flange and bottom flange are continuous steel plate, the both ends of described web have bending section parallel with the upper and lower edge of a wing and that wrap direction is contrary, and weld with the upper and lower edge of a wing respectively at the two ends of bending section; Forward and backward two webs and the upper and lower edge of a wing enclose described steel pipe unit jointly; Described web forms the dividing plate between adjacent steel pipe unit.
Further, between the end on the described upper and lower edge of a wing, welded by the sealing of end dividing plate.
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.
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 a kind of steel pipe bundle combining structure member integrated sectional view being made up of steel plate and Z-shape steel of the utility model.
Detailed description of the invention
With reference to Fig. 1, a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel, is made up of steel pipe bundle assembly, and described steel pipe bundle assembly is connected and composed successively by 1 yuan of multiple steel pipe list, and described steel pipe unit 1 has cavity, fluid concrete in described cavity;
Described steel pipe unit 1 is separated and is formed between parallel top flange 11 and bottom flange 12 by web 13, described top flange 11 and bottom flange 12 are continuous steel plate, the both ends of described web 13 have bending section 131 parallel with the upper and lower edge of a wing and that wrap direction is contrary, and weld with the upper and lower edge of a wing 11,12 respectively at the two ends of bending section 131; Forward and backward two webs and the upper and lower edge of a wing enclose described steel pipe unit jointly; Described web forms the dividing plate between adjacent steel pipe unit.
Further, between the end on the described upper and lower edge of a wing 11,12, seal welding by end dividing plate 2.
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 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 (5)
1. the steel pipe bundle combining structure being made up of steel plate and Z-shape steel, 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 separated and is formed between parallel top flange and bottom flange by web, described top flange and bottom flange are continuous steel plate, the both ends of described web have bending section parallel with the upper and lower edge of a wing and that wrap direction is contrary, and weld with the upper and lower edge of a wing respectively at the two ends of bending section; Forward and backward two webs and the upper and lower edge of a wing enclose described steel pipe unit jointly; Described web forms the dividing plate between adjacent steel pipe unit.
2. a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel as claimed in claim 1, is characterized in that: between the end on the described upper and lower edge of a wing, welded by the sealing of end dividing plate.
3. a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel as claimed in claim 2, is characterized in that: on the inside wall on the described upper and lower edge of a wing, be respectively arranged with peg.
4. a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel 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. a kind of steel pipe bundle combining structure being made up of steel plate and Z-shape steel 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)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420151439.XU CN203834801U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure consisting of steel plates and Z-shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420151439.XU CN203834801U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure consisting of steel plates and Z-shaped steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834801U true CN203834801U (en) | 2014-09-17 |
Family
ID=51512661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420151439.XU Expired - Lifetime CN203834801U (en) | 2014-03-31 | 2014-03-31 | Steel tube bundle combination structure consisting of steel plates and Z-shaped steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203834801U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982002A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combination structure composed of steel plates and Z-sections |
| CN108978987A (en) * | 2018-08-31 | 2018-12-11 | 张跃 | Core plate of concrete and preparation method thereof is built in a kind of |
-
2014
- 2014-03-31 CN CN201420151439.XU patent/CN203834801U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982002A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combination structure composed of steel plates and Z-sections |
| CN108978987A (en) * | 2018-08-31 | 2018-12-11 | 张跃 | Core plate of concrete and preparation method thereof is built in a kind of |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |