CN203878864U - Steel structure column - Google Patents
Steel structure column Download PDFInfo
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- CN203878864U CN203878864U CN201320823509.7U CN201320823509U CN203878864U CN 203878864 U CN203878864 U CN 203878864U CN 201320823509 U CN201320823509 U CN 201320823509U CN 203878864 U CN203878864 U CN 203878864U
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- steel structure
- column
- structure column
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Abstract
The utility model relates to a steel structure column. The steel structure column is a closed cavity formed by steel plates, and the shape of the column is any one of rectangle, T shape, cross shape or L shape; and a rib plate can be arranged in the column for reinforcement. The steel structure column has the advantages of in-plant standardized production, field assembly, manpower and time saving, zero building rubbish and high construction speed.
Description
Technical field
The present invention relates to a kind of steel building structural member, be specifically related to a kind of steel structure column.
Background technology
Because steel building has the following advantages: (1) speed of application is fast, construction is not subject to seasonal effect; (2) without building waste and environment pollution; (3) constructional materials can reuse; (4) anti-seismic performance is good, is easy to transformation, flexible in use, to people, brings comfort etc.The utilization of steel building on highrise building is at present increasingly mature, becomes gradually the construction process of main flow.
In steel building, topmost member is post, beam, floor and body of wall, the structure of post and beam and shape relation to the stressed load-bearing of whole building, be related to the speed of application of whole building.The post using in existing steel building and beam are independent post and independent beam, and while constructing at the scene, post and independent beam, by lifting, splice by Site Welding form separately.The structure of this independent post and separately beam, has not only rolled up the workload of lifting and the welding of site operation, has a strong impact on rate of progress of the construction, and efficiency of construction is low, and its steel consumption is large, cost is high.
Summary of the invention
The object of the invention is in order to overcome the deficiencies in the prior art, provide fast, a large amount of saving steel of a kind of speed of application, can in-house standard production, saving of work and time, without building waste, steel structure column that anti-seismic performance is high.
The present invention is achieved by the following technical programs:
A kind of steel structure column, the sealing box structure that it is comprised of steel plate, post be shaped as any shape in rectangle, T shape, cross or L-type, in described steel structure column, be provided with reinforcement gusset, described steel structure column is provided with Connection Block, described Connection Block has connecting hole or the attaching nut of generalization modulus, for connecting various floors.
Further, described steel structure column is provided with column sleeve, and another joint steel structure column can insert in column sleeve and be connected with described steel structure column, and connection can be with bolts, splicing, arc welding or soldering.
Further, described column sleeve is located at described steel structure column and floor junction.
Technique effect of the present invention is as follows:
(1) advantage of maximum of the present invention is just: it is different from existing steel building structure completely, forms a kind of brand-new architectural mode.From the whole world, existing steel building structure is all to adopt steel structure column and girder steel to form formation building frame, then on building frame installation connecting element, with connector, floor, body of wall or other member are installed.This existing steel building structure need adopt independent girder steel, and speed of application is slow, and installation workload is large, and steel consumption is large, and cost is high.Steel structure column of the present invention is provided with Connection Block, when construction, does not need independent girder steel, can directly with Connection Block, be connected with high-strength bolt with the crossbeam on floor, has greatly reduced construction and installation engineering quantity, has saved material, has improved speed of application.
(2) steel structure column of the present invention is provided with sleeve column, between steel structure column and steel structure column, can pass through not connection breaking of sleeve column, forms the superelevation steel structure column of highrise building.While constructing at the scene, can be according to the requirement for height flexible assembling of highrise building, can realize easily, rapidly being connected to each other between steel work coupled column and steel work coupled column, for extensive, modularization, set up Tall Building Frame at a high speed solution route is provided.
(3) sleeve column of the present invention connects steel structure column by soldering, because easy to operate while adopting soldering to construct at the scene, and can make to combine together mutually between steel work coupled column and sleeve column, intensity and the security reliability of junction significantly improved.
(4) in steel structure column Neng of the present invention factory, adopt standardized production, adopt unified size and manufacture craft, carry out effective mass control, advantages such as thering is reliable in quality, save material, production efficiency is high, condition of labor is good.
(5) profile of steel structure column of the present invention be rectangle, L-type, T-shaped or cross in, the needs of available satisfied different floors, different link positions, conveniently realize various connection with floor, construction speed is fast, efficiency is high, is that combined modular is constructed.
Accompanying drawing explanation
Fig. 1 is the stereogram of rectangle steel structural column.
Fig. 2 is the stereogram of T steel structural column.
Fig. 3 is the stereogram of cross steel structure column.
Fig. 4 is the stereogram of L-type steel structure column.
In accompanying drawing: 1-reinforcement gusset, 2-Connection Block, 3-steel structure column, 4-column sleeve.
The specific embodiment
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of steel structure column 3, the sealing box structure being formed by steel plate, the shape of cross section of steel structure column 3 is any shape in rectangle, T shape, cross or L-type.The position needs that are connected with floor according to steel structure column in building frame 3, take different shapes, and to facilitate, connect and assembling.Connect in steel structure column 3 and be welded with and strengthen gusset 1, can further improve the strength and stiffness of steel structure column 3.
Steel structure column 3 is provided with Connection Block 2, and described Connection Block 2 is made by steel plate or square steel, and Connection Block 2 is provided with connecting hole or the traveling nut of generalization modulus, can connect Vierendeel girder or girder truss on various floors.When construction, can directly with high-strength bolt, connect floor is connected with the Connection Block 2 on steel structure column 3, form building frame, do not need as the traditional architecture, girder steel is connected with steel structure column 3, then lays floor thereon, this building frame has significantly reduced construction and installation engineering quantity, save material, improved speed of application.The shape of steel structure column 3 is designed to rectangle, T shape, cross or L-type, is in order to facilitate being connected of steel structure column 3 and floor, the floor in diverse location, a plurality of floor all can be connected quickly with steel structure column 3.
The upper end of steel structure column 3 is provided with column sleeve 4, and upper joint steel structure column 3 can insert in column sleeve 4 and be connected with lower joint steel structure column 3, and connection can be with bolts, splicing, arc welding or soldering.Column sleeve 4 is generally located at the correspondence position that steel structure column 3 is connected with floor, good looking appearance not only, and facilitate later decoration.Between more piece steel structure column 3 and steel structure column 3, can pass through not connection breaking of sleeve column, form the superelevation steel structure column of highrise building.While constructing at the scene, can be according to the requirement for height flexible assembling of highrise building, can realize easily, rapidly being connected to each other between steel work coupled column and steel work coupled column, for extensive, modularization, set up Tall Building Frame at a high speed solution route is provided.
Above embodiment is explanation of the invention, and non-limiting, and more than just part is given an example.Should be noted that, concerning the technician of the industry, simple transformation and the improvement according to basic principle of the present invention and structure, carried out, include within protection scope of the present invention.
Claims (3)
1. a steel structure column, the sealing box structure that it is comprised of steel plate, post be shaped as any shape in rectangle, T shape, cross or L-type, in described steel structure column, be provided with reinforcement gusset, it is characterized in that: described steel structure column is provided with Connection Block, described Connection Block has connecting hole or the attaching nut of generalization modulus, for connecting various floors.
2. a kind of steel structure column according to claim 2, it is characterized in that: the cylinder of described steel structure column is provided with column sleeve, another joint steel structure column can insert in column sleeve and be connected with described steel structure column, and connection can be with bolts, splicing, arc welding or soldering.
3. a kind of steel structure column according to claim 3, is characterized in that: described column sleeve is located at described steel structure column and floor junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320823509.7U CN203878864U (en) | 2013-12-16 | 2013-12-16 | Steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320823509.7U CN203878864U (en) | 2013-12-16 | 2013-12-16 | Steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878864U true CN203878864U (en) | 2014-10-15 |
Family
ID=51679381
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320823509.7U Expired - Fee Related CN203878864U (en) | 2013-12-16 | 2013-12-16 | Steel structure column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878864U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023116A (en) * | 2016-02-01 | 2017-08-08 | 远大可建科技有限公司 | A kind of boxlike steel structure column |
| CN110469053A (en) * | 2019-07-26 | 2019-11-19 | 上海建工五建集团有限公司 | A kind of cross steel structure column and construction method |
-
2013
- 2013-12-16 CN CN201320823509.7U patent/CN203878864U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023116A (en) * | 2016-02-01 | 2017-08-08 | 远大可建科技有限公司 | A kind of boxlike steel structure column |
| CN110469053A (en) * | 2019-07-26 | 2019-11-19 | 上海建工五建集团有限公司 | A kind of cross steel structure column and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20211216 |