CN103498510A - Steel-structure combined pillar - Google Patents
Steel-structure combined pillar Download PDFInfo
- Publication number
- CN103498510A CN103498510A CN201310441138.0A CN201310441138A CN103498510A CN 103498510 A CN103498510 A CN 103498510A CN 201310441138 A CN201310441138 A CN 201310441138A CN 103498510 A CN103498510 A CN 103498510A
- Authority
- CN
- China
- Prior art keywords
- steel
- column
- coupled column
- post
- steel work
- Prior art date
- 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.)
- Pending
Links
Images
Abstract
The invention relates to a steel-structure combined pillar. The steel-structure combined pillar comprises a steel pillar and steel beams, wherein the steel beams are installed on the steel pillar symmetrically or in a staggered mode and are located at two sides or three sides or four sides or fix sides of the steel pillar. The steel-structure combined pillar has the advantages of being capable of produced in a standardized mode in a factory, being assembled on site, saving time and labor, having no construction rubbish, and being good in construction speed.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of steel work coupled column.
Background technology
Because steel building has the following advantages: save the engineering time greatly (1), and construction is not subject to seasonal effect; (2) increase the residence space usable floor area, reduce building waste and environment pollution; (3) constructional materials can reuse, and pulls the development of other building material industries; (4) anti-seismic performance is good, is easy to transformation, flexible in use, to the people, brings comfort etc.The utilization of steel building on highrise building at present is 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.Have the post and the beam that use in steel building now and be independent post and independent beam, while constructing at the scene, post and independent beam, by lifting, are spliced by the Site Welding form separately.The structure of this independent post and independent beam, not only strengthened the workload of lifting and the welding of site operation, had a strong impact on rate of progress of the construction, and efficiency of construction is low, and execute-in-place labour intensity is large, environment is severe, and quality also is difficult for guaranteeing.
Summary of the invention
The objective of the invention is in order to overcome the deficiencies in the prior art, but provide a kind of in-house standard production, Assembling, saving of work and time, without building waste, speed of application is fast, anti-seismic performance is high steel work coupled column.
The present invention is achieved by the following technical programs:
The steel work coupled column, comprise steel column, girder steel, and described girder steel becomes symmetry or dislocation mode to be arranged on steel column, and described girder steel is positioned at both sides, three sides, four sides or six sides of steel column.
Further, the two ends of described steel column are provided with connecting hole or connect the flange of use, described steel column be shaped as in rectangle, C type, H type, T-shaped, cross, circle any.
Further, an end of described girder steel is welded on steel column, and the other end is provided with bolt hole or the flange that connects use.
Further, described steel work coupled column is provided with the floor Connection Block.
Further, described steel work coupled column is provided with the exterior wall Connection Block.
Further, described exterior wall Connection Block is comprised of left sliding seat, right sliding seat and supporting seat, described supporting seat is installed on the steel work coupled column, described left sliding seat, right retractable seat are in the supporting seat top, and be bolted on supporting seat, be provided with heat insulating mattress between described left sliding seat, right sliding seat and supporting seat, described left sliding seat, right sliding seat top have bolt hole.
Technique effect of the present invention is as follows:
(1) steel work coupled column of the present invention adopts standardized production in factory, adopts unified size and manufacture craft, carries out effective mass control, advantages such as having reliable in quality, save material, production efficiency is high, condition of labor is good.
(2) steel column of the present invention two ends are provided with the flange of connecting hole or connection use, one end of girder steel also is provided with bolt hole or the flange that connects use, while constructing at the scene, the workman only need tight a bolt, 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) steel work coupled column of the present invention is provided with floor Connection Block and exterior wall Connection Block, and available bolt is connected with building objects such as floor, Vierendeel girder or bodies of wall easily, and labour intensity is low, construction speed is fast, efficiency is high, is the combined modular construction.
The accompanying drawing explanation
The structural representation of the steel work coupled column that Fig. 1 is embodiment 1.
The structural representation of the steel work coupled column that Fig. 2 is embodiment 2.
The structural representation of the steel work coupled column that Fig. 3 is embodiment 3.
The structural representation of the steel work coupled column that Fig. 4 is embodiment 4.
The structural representation of the steel work coupled column that Fig. 5 is embodiment 5.
Fig. 6 is the floor Connection Block schematic diagram of installing on the steel work coupled column.
Fig. 7 is the exterior wall Connection Block schematic diagram of installing on the steel work coupled column.
Fig. 8 is A place enlarged drawing in Fig. 7.
In accompanying drawing: 1-post, 2-beam, 3-flange, 4-holder, 5-sliding seat, 6-exterior wall Connection Block, 7-exterior wall, 8-left sliding seat, 9-right sliding seat, 10-heat insulating mattress, 11-supporting seat.
The specific embodiment
Embodiment 1
As shown in Figure 1, the steel work coupled column is comprised of post 1 and beam 2, and the both sides of post 1 are equipped with beam 2, beam 2 be symmetrical install or arranged in dislocation in the both sides of post 1, described beam 2 is fixedly mounted on post 1 by welding or bolted mode.Described post 1 adopts i iron to make, and is shaped as " work " font, and the two ends up and down of post 1 are equipped with the bolt hole that connects use.Described beam 2 is also to adopt i iron to make, and an end of described beam 2 is connected on post 1, and the other end is provided with the bolt hole that connects use.Described beam 2 is individual layer, two-layer or multilayer, becomes flat bed or staggered floor to be arranged on post 1.
With independent post, with independent beam, compare, that the present invention has is simple in structure, can be in factory's internal standardization batch production, that the site operation workload is little, assembling is aimed at is convenient, speed of application is fast, without advantages such as building waste and sewage, the feature of environmental protection are good, through seismic testing, prove, steel work coupled column of the present invention can resist the above earthquake of 9 degree.
As shown in Figure 2, the steel work coupled column is comprised of post 1 and beam 2, and four sides all around of post 1 all are equipped with beam 2, and described beam 2 is arranged on post 1 by welding or bolted mode symmetry.Described post 1 adopts rectangular steel pipe to make, and the two ends up and down of post 1 are equipped with the bolt hole that connects use.Described beam 2 is also to adopt rectangular steel pipe to make, and an end of described beam 2 is fixed on post 1 by the mode of welding, and the other end of beam 2 is provided with the bolt hole that connects use.Described beam 2 is two-layer, becomes the flat bed mode to be fixed on post 1.Certainly, described beam 2 also can be designed as single or multiple lift, becomes flat bed or staggered floor to be arranged on post 1.
As shown in Figure 3, the steel work coupled column is comprised of post 1 and beam 2, and three sides of post 1 all are equipped with beam 2, and described beam 2 is that the mode by welding is arranged on post 1.Described post 1 adopts T-shaped section steel manufacture, and the two ends up and down of post 1 are equipped with the bolt hole that connects use.Described beam 2 adopts rectangular tube to make, and an end of beam 2 is fixed on post 1 by the mode of welding, and the other end of beam 2 is provided with the flange 3 that connects use, and described flange 3 is provided with bolt hole.Certainly, in actual applications, the other end of beam 2 also can not managed orchid 3, during connection, directly adopts welding manner to connect.
As shown in Figure 4, the steel work coupled column is comprised of post 1 and beam 2, the left and right sides of post 1 all is equipped with beam 2, and described beam 2 is that mode arranged in dislocation by welding is on post 1.Described post 1 adopts round steel pipe to make, and the two ends up and down of post 1 are equipped with the flange 3 that connects use, and described flange 3 is provided with the bolt hole that connects use.Described beam 2 is also to adopt round steel pipe to make, and an end of described beam 2 is fixed on post 1 by the mode of welding, and the other end of beam 2 is provided with the flange 3 that connects use, and described flange 3 is provided with the bolt hole that connects use.Described beam 2 is two-layer, becomes split level style to be fixed on post 1.
As shown in Figure 5, described steel work coupled column is comprised of post 1 and beam 2, and described post 1 adopts rectangle steel to make, and the two ends up and down of post 1 are equipped with the bolt hole that connects use.Described beam 2 adopts i iron to make, and an end of described beam 2 is fixed on post 1 by the mode of welding, and the other end of beam 2 is provided with the bolt hole that connects use.Described beam 2 is eight, is divided into two-layerly, is symmetrically welded at four sides of post 1.Every layer of four beam 2 are orthogonal, become the flat bed mode to be fixed on post 1.
As shown in Figure 6, described steel work coupled column is provided with the floor Connection Block, and described floor Connection Block is holder 4 and sliding seat 5, for installing on steel work coupled column system and fixing floor, is convenient to the Assembling location, improves efficiency of construction.
As shown in Figure 7, the steel work coupled column is provided with exterior wall Connection Block 6, and the exterior wall 7 need connected can be simply, by bolt, be arranged on steel work coupled column system rapidly.In addition, between exterior wall Connection Block 6 and steel work coupled column system, be provided with heat insulating mattress 10, stop outside heat to import into through exterior wall Connection Block 6 indoor, reach better energy-saving heat preserving effect.
As shown in Figure 8, described exterior wall Connection Block 6 is comprised of left sliding seat 8, right sliding seat 9 and supporting seat 11, described supporting seat 11 is installed on the steel work coupled column, described left sliding seat 8, right sliding seat 9 are positioned at supporting seat 11 tops, and be bolted on supporting seat 11, be provided with heat insulating mattress 10 between described left sliding seat 8, right sliding seat 9 and supporting seat 11.Described left sliding seat 8, right sliding seat 9 tops have bolt hole, for fixed outer wall 7.Exterior wall Connection Block 6 of the present invention has the effect that can simultaneously connect two exterior walls 7, but both fixed outer walls 7 works again to support exterior wall 7.
Due to holder 4, sliding seat 5 and exterior wall Connection Block 6 being installed on steel work coupled column of the present invention, with other building frame, compare, can be better and floor, exterior wall 7 combinations, combine more convenient, more firmly, speed is faster, efficiency is higher.
The post 1 of steel work coupled column of the present invention can also adopt the girder steel of other shapes to form, and the shape of described post 1 can be rectangle or grooved, H type, T-shaped, cross, circular.Described beam 2 can be fixedly mounted on the both sides of post 1 or three sides, four sides, six sides, can install by same layer, and can be also arranged in dislocation between different layers.
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 (6)
1. steel work coupled column, it is characterized in that: it comprises steel column, girder steel, and described girder steel becomes symmetry or dislocation mode to be arranged on steel column, and described girder steel is positioned at both sides, three sides, four sides or six sides of steel column.
2. steel work coupled column according to claim 1 is characterized in that: the two ends of described steel column are provided with connecting hole or connect the flange of use, described steel column be shaped as in rectangle, C type, H type, T-shaped, cross, circle any.
3. steel work coupled column according to claim 2, it is characterized in that: an end of described girder steel is welded on steel column, and the other end is provided with bolt hole or the flange that connects use.
4. according to the described steel work coupled column of claim 1 ~ 3 any one, it is characterized in that: described steel work coupled column is provided with the floor Connection Block.
5. according to the described steel work coupled column of claim 1 ~ 3 any one, it is characterized in that: described steel work coupled column is provided with the exterior wall Connection Block.
6. steel work coupled column according to claim 5, it is characterized in that: described exterior wall Connection Block is comprised of left sliding seat, right sliding seat and supporting seat, described supporting seat is installed on the steel work coupled column, described left sliding seat, right retractable seat are in the supporting seat top, and be bolted on supporting seat, be provided with heat insulating mattress between described left sliding seat, right sliding seat and supporting seat, described left sliding seat, right sliding seat top have bolt hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310441138.0A CN103498510A (en) | 2013-09-25 | 2013-09-25 | Steel-structure combined pillar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310441138.0A CN103498510A (en) | 2013-09-25 | 2013-09-25 | Steel-structure combined pillar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103498510A true CN103498510A (en) | 2014-01-08 |
Family
ID=49863760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310441138.0A Pending CN103498510A (en) | 2013-09-25 | 2013-09-25 | Steel-structure combined pillar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103498510A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143036A (en) * | 2017-07-14 | 2017-09-08 | 天水大成精工制造有限公司 | The beam column splicing node of the box units of Box Modular Building |
| CN108316475A (en) * | 2018-03-26 | 2018-07-24 | 甘肃陇鼎建设工程（集团）有限责任公司 | Steel building beam and column connected node |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11336190A (en) * | 1998-05-27 | 1999-12-07 | Fujita Corp | Construction method for steel frame column and steel frame girder |
| JP2005105757A (en) * | 2003-10-02 | 2005-04-21 | Nakajima Steel Pipe Co Ltd | Structural steelwork |
| CN201406777Y (en) * | 2009-04-22 | 2010-02-17 | 江苏科技大学 | Steel-structure external wallboard connecting device |
| CN202466842U (en) * | 2012-02-24 | 2012-10-03 | 安徽鲁班建设投资集团有限公司 | Steel column beam connecting joint structure |
| CN202809849U (en) * | 2012-10-29 | 2013-03-20 | 安徽富煌钢构股份有限公司 | Connection structure of steel pipe column and C-shaped steel beam |
| CN202969589U (en) * | 2012-12-14 | 2013-06-05 | 中国建筑股份有限公司 | H-type steel beam and rectangular steel tube column variable-beam depth assembly type node |
| CN103180528A (en) * | 2010-10-28 | 2013-06-26 | 韩凤吉 | Structure for constructing a high-rise building having a reinforced concrete structure comprising a steel frame |
-
2013
- 2013-09-25 CN CN201310441138.0A patent/CN103498510A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11336190A (en) * | 1998-05-27 | 1999-12-07 | Fujita Corp | Construction method for steel frame column and steel frame girder |
| JP2005105757A (en) * | 2003-10-02 | 2005-04-21 | Nakajima Steel Pipe Co Ltd | Structural steelwork |
| CN201406777Y (en) * | 2009-04-22 | 2010-02-17 | 江苏科技大学 | Steel-structure external wallboard connecting device |
| CN103180528A (en) * | 2010-10-28 | 2013-06-26 | 韩凤吉 | Structure for constructing a high-rise building having a reinforced concrete structure comprising a steel frame |
| CN202466842U (en) * | 2012-02-24 | 2012-10-03 | 安徽鲁班建设投资集团有限公司 | Steel column beam connecting joint structure |
| CN202809849U (en) * | 2012-10-29 | 2013-03-20 | 安徽富煌钢构股份有限公司 | Connection structure of steel pipe column and C-shaped steel beam |
| CN202969589U (en) * | 2012-12-14 | 2013-06-05 | 中国建筑股份有限公司 | H-type steel beam and rectangular steel tube column variable-beam depth assembly type node |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143036A (en) * | 2017-07-14 | 2017-09-08 | 天水大成精工制造有限公司 | The beam column splicing node of the box units of Box Modular Building |
| CN108316475A (en) * | 2018-03-26 | 2018-07-24 | 甘肃陇鼎建设工程（集团）有限责任公司 | Steel building beam and column connected node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3218530U (en) | Central assembly steel structure | |
| CN103343575B (en) | A kind of square steel tube post-H profile steel beam bolt syndeton | |
| CN103498509A (en) | Steel structure combined column system and connecting method thereof | |
| CN110306658B (en) | Steel structure assembly system for assembly type building and construction method | |
| CN104988989B (en) | Movable building structure and making method thereof | |
| CN103669574A (en) | Building frame system and assembly method thereof | |
| CN104652610A (en) | Corner splice joint structure for box-type module building | |
| CN204804060U (en) | Combined component | |
| CN105064612A (en) | Steel-concrete combined special-shaped column with thermal insulating and load bearing integrated and preparation method thereof | |
| CN103498510A (en) | Steel-structure combined pillar | |
| CN203256899U (en) | Demountable modularized combined house | |
| CN219316021U (en) | Steel construction building plate body structure and connected node | |
| CN209839352U (en) | Horizontal mounting bracket for heavy pipeline of steel structure building | |
| CN204804045U (en) | Movable building structure | |
| CN103255837B (en) | A kind of removable modular combination room | |
| CN207905104U (en) | A kind of assembled architecture truss structure | |
| CN203701386U (en) | Steel-structure floor slab group | |
| CN110725412A (en) | Integrated house system with embedded steel structure | |
| CN204919989U (en) | Collect steel - concrete combination special -shaped post of heat preservation bearing in an organic whole | |
| CN213773847U (en) | Cross-shaped steel pipe concrete column and steel beam connecting node structure | |
| CN205153121U (en) | Buckling restrained brace and concrete beam column angle steel anchor connected node | |
| CN205296391U (en) | A baffle link up node that is used for rectangle steel core concrete column and H girder steel to connect | |
| CN110241924B (en) | Assembly type beam-column connecting structure and construction method thereof | |
| CN204590258U (en) | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node | |
| CN103122658A (en) | Industrial fabricated multi-story steel frame structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140108 |