CN205935406U - House housing system and combination column that includes thereof - Google Patents
House housing system and combination column that includes thereof Download PDFInfo
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- CN205935406U CN205935406U CN201620776897.1U CN201620776897U CN205935406U CN 205935406 U CN205935406 U CN 205935406U CN 201620776897 U CN201620776897 U CN 201620776897U CN 205935406 U CN205935406 U CN 205935406U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 239000003351 stiffener Substances 0.000 claims description 30
- 239000000725 suspension Substances 0.000 claims description 7
- 230000006378 damage Effects 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 4
- 208000027418 Wounds and injury Diseases 0.000 abstract 1
- 208000014674 injury Diseases 0.000 abstract 1
- 238000005452 bending Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005097 cold rolling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a building structure technical field especially relates to a house housing system and combination column that includes thereof, more specifically is a cold -formed thin -walled C shaped steel combination column. The utility model provides a combination column, its two cold -formed thin -walled C shaped steel adopt mode fixed connection back -to -back, follow its direction of height and be provided with the backing plate more than the column base of the bottom of cold -formed thin -walled C shaped steel, and the backing plate is located between two cold -formed thin -walled C shaped steel, two cold -formed thin -walled C shaped steel adopt mode back -to -back, make the connection between cold -formed thin -walled C shaped steel introduce high strength bolt, have avoided welding injury, and the defect of having avoided direct bolted connection can't reliably transmit the moment of flexure has simultaneously effectively improved the intensity of connecting, arranging the backing plate between cold -formed thin -walled C shaped steel, can effectively improving the atress performance of cold -formed thin -walled C shaped steel combination column, the bearing capacity is effectively promoted for connection between the cold -formed thin -walled C shaped steel becomes easier.
Description
Technical field
This utility model is related to house architectural structure technical field, more particularly, to a kind of house dwelling house system and its inclusion
Coupled column, is more specifically a kind of cold-formed thin-walled C steel coupled column.
Background technology
Cold-rolled forming section, refer to steel disc, steel plate or band steel by roll-in, punching press, the various section forms of bending shaped steel.
Cold rolling shaping speed is fast, and yield is high, and does not damage coating, is to produce conventional mode in enormous quantities.Cold-bending profile steel component phase
Larger outer load is born to less material, is not simple increasing section area, but obtained by the method changing cross sectional shape.
Application cold-rolled forming section especially makes load-carrying members economic benefit of light gauge cold-formed steel shape fairly obvious, cold formed steel structure
System has a huge development potentiality, vast potential for future development, and has been increasing steel building aspect both at home and abroad
Authoritative sources is praised highly.
In field of house buildings, light gauge cold-formed steel shape can be used as main supporting member, such as rigid frame, frame beam column etc., but uses
More common compared with primary structural component and retaining design in stress, such as wall beam, purlin, Os Draconis etc..In general, less than four layers of house is built
Building can be all using light gauge cold-formed steel shape.
It is versatile and flexible and easily processed into type etc. excellent from anharmonic ratio, section form that cold-formed thin-walled C steel has superior intensity
Point is so that can obtain good economy using cold-formed thin-walled C steel structural elements in the relatively small low-rise building of load
Effect, can be widely used in various secondary structure systems, for example roof purline, flooring barrier, stent wall, rack
And the enclosure wall of construction site.
In house architectural structure system, of paramount importance primary structure member is exactly post, has " strong column and weak beam " in Aseismic Design
Design requirement.In cold formed steel structure system, post is one of primary structure member of non-the normally off key.For improving cold bending thin wall C
Shaped steel columns bearing capacity and anti-seismic performance, postpone simultaneously or avoid it torsion, local buckling and distortional buckling, in building structure
The cold-formed thin-walled C steel post of common combinations section form.But find in scientific research and actual production life, simple dependence is cold
The combination of curved thin-walled C-shaped steel still fails to solve the above problems very well, and haves such problems as to be not easy between structural elements connect.
Therefore, one kind can meet bearing capacity and anti-seismic performance requirement, construction and installation and the new clod wash of simple possible
Thin-walled C-shaped steel coupled column is just very necessary.
Utility model content
(1) technical problem to be solved
The technical problems to be solved in the utility model is to provide a kind of coupled column, and it can meet carrying energy in building construction
Power and the requirement of anti-seismic performance, can achieve that construction and installation are simple again.
(2) technical scheme
In order to solve above-mentioned technical problem, this utility model provides a kind of coupled column, and it includes two cold bending thin wall c-types
Steel, described two cold-formed thin-walled C steel are fixedly connected using in back-to-back fashion, in the bottom post of described cold-formed thin-walled C steel
More than foot its short transverse is provided with backing plate, and described backing plate is located between two cold-formed thin-walled C steel.
According to this utility model, it is additionally included in the base group of the T-shaped of setting at the bottom suspension column of described cold-formed thin-walled C steel
Zoarium, described base assembly includes the stiffener being vertical setting being welded and base plate, and described base plate is fixed on basis
On, being shaped as of described stiffener is trapezoidal, and long base is arranged at described base plate midline, and it is thin that described stiffener is sandwiched in two clod washes
Between wall C-type steel.
According to this utility model, described base plate is provided with anchor (bolt) hole, and described anchor (bolt) hole with the center line of base plate is
Axis of symmetry is symmetrical arranged；On described stiffener, backing plate and cold-formed thin-walled C steel, corresponding position is equipped with fastening bolt holes, institute
State fastening bolt holes to be symmetrical arranged for axis of symmetry with the center line of stiffener, backing plate and cold-formed thin-walled C steel, institute is passed through using bolt
State fastening bolt holes to be fixedly connected cold-formed thin-walled C steel, stiffener, backing plate.
According to this utility model, the width on long base of described stiffener is identical with the width of described base plate, short base
Width is identical with the width of described cold-formed thin-walled C steel.
According to this utility model, the height of described backing plate is high compared with the height of stiffener.
According to this utility model, described stiffener, base plate and backing plate are hot rolled steel plate.
According to this utility model, described bolt is frictional high-strength bolts.
This utility model additionally provides a kind of house dwelling house system, and it includes coupled column described above.
(3) beneficial effect
Technique scheme of the present utility model has the advantage that：The coupled column that this utility model provides, two is cold
Curved thin-walled C-shaped steel is fixedly connected using in back-to-back fashion, along its short transverse more than the bottom suspension column of cold-formed thin-walled C steel
It is provided with backing plate, and backing plate is located between two cold-formed thin-walled C steel；Two cold-formed thin-walled C steel adopt in back-to-back fashion,
Make the connection between cold-formed thin-walled C steel introduce high-strength bolt, avoided welding damage, avoid direct bolt connection no simultaneously
The defect of method reliable delivery moment of flexure, effectively increases the intensity of connection；Arrange backing plate between cold-formed thin-walled C steel, can be effective
Improve the stress performance of cold-formed thin-walled C steel coupled column, bearing capacity is effectively lifted so that between cold-formed thin-walled C steel
Connecting becomes to be more prone to.
Brief description
Fig. 1 is the front view of this utility model embodiment group zygostyle；
Fig. 2 is the sectional view of A-A in Fig. 1.
In figure：1：Cold-formed thin-walled C steel；2：Stiffener；3：Base plate；4：Backing plate；5：Fastening bolt holes；6：Foundation bolt
Hole；7：Basis.
Specific embodiment
Purpose, technical scheme and advantage for making this utility model embodiment are clearer, new below in conjunction with this practicality
Accompanying drawing in type embodiment, is clearly and completely described it is clear that being retouched to the technical scheme in this utility model embodiment
The embodiment stated is a part of embodiment of the present utility model, rather than whole embodiments.Based on the reality in this utility model
Apply example, the every other embodiment that those of ordinary skill in the art are obtained on the premise of not making creative work, all
Belong to the scope of this utility model protection.
As depicted in figs. 1 and 2, a kind of coupled column that this utility model embodiment provides, it includes two cold bending thin wall C
Shaped steel 1 and base assembly, described two cold-formed thin-walled C steel 1 are fixedly connected using in back-to-back fashion, make cold bending thin wall C
Connection between shaped steel 1 introduces high-strength bolt, has avoided welding damage, and avoid direct bolt connection cannot reliable delivery simultaneously
The defect of moment of flexure, effectively increases the intensity of connection；Highly square along it more than the bottom suspension column of described cold-formed thin-walled C steel 1
To being provided with backing plate 4, and described backing plate 4 is located between two cold-formed thin-walled C steel 1, by arrange backing plate 4 can be effectively improved cold
The stress performance of curved thin-walled C-shaped steel coupled column, bearing capacity is effectively lifted so that the connection between cold-formed thin-walled C steel 1 becomes
Must be more prone to；Described base assembly be shaped as T-shaped, it is arranged at the bottom suspension column of described cold-formed thin-walled C steel 1,
Stable for cold-formed thin-walled C steel 1 can be installed on basis 7 by base.
Described base assembly includes the stiffener 2 being vertical setting being welded and base plate 3, and described base plate 3 sets
There is anchor (bolt) hole 6, described anchor (bolt) hole 6 is symmetrical arranged for axis of symmetry with the center line of base plate 3, passed through using bolt described
Described base plate 3 is fixed on basis 7 bolt holes 6.
Common, being shaped as of described stiffener 2 is trapezoidal, and long base is arranged at described base plate 3 midline, described stiffener
2 are sandwiched between two cold-formed thin-walled C steel.On described stiffener 2, backing plate 4 and cold-formed thin-walled C steel 1, corresponding position is equal
It is provided with fastening bolt holes 5, described fastening bolt holes 5 are with the center line of stiffener 2, backing plate 4 and cold-formed thin-walled C steel 1 as axis of symmetry
It is symmetrical arranged, through described fastening bolt holes 5, cold-formed thin-walled C steel 1, stiffener 2, backing plate 4 are fixedly connected using bolt.For
Ensure intensity and the steadiness connecting, described bolt is frictional high-strength bolts.
General, described stiffener 2, base plate 3 and backing plate 4 are hot rolled steel plate.In order to ensure stablizing of total, excellent
Selection of land, the width on long base of described stiffener 2 is identical with the width of described base plate 3, and the width on short base is thin with described clod wash
The width of wall C-type steel 1 is identical；The height of described backing plate 4 is high compared with the height of stiffener 2.
This utility model additionally provides a kind of house dwelling house system, and it includes one or more combinations of the above posts.
When being installed, bolt can be first passed through base plate 3 is installed on basis 7, then backing plate 4 is close to and put more energy into
Plate 2, then by back-to-back for two cold-formed thin-walled C steel 1 outside being installed on backing plate 4 and stiffener 2, high-strength using friction-type
Cold-formed thin-walled C steel 1, stiffener 2 are fixedly connected by bolt with backing plate 4.Whole installation process simple and fast, and also assures that foot
Enough bonding strengths and bearing capacity.
In sum, the coupled column that this utility model provides, two cold-formed thin-walled C steel adopts in back-to-back fashion solid
Fixed connection, is provided with backing plate along its short transverse more than the bottom suspension column of cold-formed thin-walled C steel, and backing plate is located at two clod washes
Between thin-walled C-shaped steel；Two cold-formed thin-walled C steel adopt in back-to-back fashion, so that the connection between cold-formed thin-walled C steel is introduced
High-strength bolt, has avoided welding damage, avoid simultaneously direct bolt connection cannot reliable delivery moment of flexure defect, effectively improve
The intensity connecting；Arrange backing plate between cold-formed thin-walled C steel, the stress of cold-formed thin-walled C steel coupled column can be effectively improved
Performance, bearing capacity is effectively lifted so that the connection between cold-formed thin-walled C steel becomes to be more prone to.
Finally it should be noted that：Above example only in order to the technical solution of the utility model to be described, is not intended to limit；
Although being described in detail to this utility model with reference to the foregoing embodiments, it will be understood by those within the art that：
It still can be modified to the technical scheme described in foregoing embodiments, or wherein some technical characteristics are carried out etc.
With replacement；And these modifications or replacement, do not make the essence of appropriate technical solution depart from this utility model each embodiment technology
The spirit and scope of scheme.
Claims (8)
1. a kind of coupled column it is characterised in that：Including two cold-formed thin-walled C steel (1), described two cold-formed thin-walled C steel (1)
It is fixedly connected using in back-to-back fashion, arrange along its short transverse more than the bottom suspension column of described cold-formed thin-walled C steel (1)
There is backing plate (4), and described backing plate (4) is located between two cold-formed thin-walled C steel (1).
2. coupled column according to claim 1 it is characterised in that：It is additionally included in the bottom of described cold-formed thin-walled C steel (1)
The base assembly of the T-shaped of setting at suspension column, described base assembly includes the stiffener (2) being vertical setting being welded
With base plate (3), described base plate (3) is fixed on basic (7), and being shaped as of described stiffener (2) is trapezoidal, and long base is arranged at institute
State base plate (3) midline, described stiffener (2) is sandwiched between two cold-formed thin-walled C steel.
3. coupled column according to claim 2 it is characterised in that：Described base plate (3) is provided with anchor (bolt) hole (6), institute
State anchor (bolt) hole (6) to be symmetrical arranged with the center line of base plate (3) for axis of symmetry；Described stiffener (2), backing plate (4) and clod wash are thin
The upper corresponding position of wall C-type steel (1) is equipped with fastening bolt holes (5), and described fastening bolt holes (5) are with stiffener (2), backing plate
(4) and the center line of cold-formed thin-walled C steel (1) is symmetrical arranged for axis of symmetry, will be cold through described fastening bolt holes (5) using bolt
Curved thin-walled C-shaped steel (1), stiffener (2), backing plate (4) are fixedly connected.
4. coupled column according to claim 3 it is characterised in that：The width on long base of described stiffener (2) with described
The width of base plate (3) is identical, and the width on short base is identical with the width of described cold-formed thin-walled C steel (1).
5. coupled column according to claim 4 it is characterised in that：The height of described backing plate (4) is compared with the height of stiffener (2)
High.
6. coupled column according to claim 5 it is characterised in that：Described stiffener (2), base plate (3) and backing plate (4) are
Hot rolled steel plate.
7. coupled column according to claim 6 it is characterised in that：Described bolt is frictional high-strength bolts.
8. a kind of house dwelling house system it is characterised in that：Including the coupled column as described in any one of claim 1-7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620776897.1U CN205935406U (en) | 2016-07-20 | 2016-07-20 | House housing system and combination column that includes thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620776897.1U CN205935406U (en) | 2016-07-20 | 2016-07-20 | House housing system and combination column that includes thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935406U true CN205935406U (en) | 2017-02-08 |
Family
ID=57926714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620776897.1U Active CN205935406U (en) | 2016-07-20 | 2016-07-20 | House housing system and combination column that includes thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935406U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988425A (en) * | 2017-03-09 | 2017-07-28 | 浙江普天集成房屋有限公司 | A kind of thin-walled combines the house of steel construction |
| CN107882213A (en) * | 2017-12-19 | 2018-04-06 | 广东象博生态科技有限公司 | A kind of dismountable assembled house assembled wall |
| CN107965052A (en) * | 2017-12-29 | 2018-04-27 | 广东象博生态科技有限公司 | A kind of steel column mounting structure and assembled-type house for assembled-type house |
| CN107989192A (en) * | 2017-12-29 | 2018-05-04 | 广东象博生态科技有限公司 | One kind combination column |
| CN110939231A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Column base and connection structure of column base and combined corner column |
| CN113309292A (en) * | 2021-06-07 | 2021-08-27 | 哈尔滨工业大学 | Variable-section multi-steel-pipe high-strength waste concrete combined column and construction method thereof |
-
2016
- 2016-07-20 CN CN201620776897.1U patent/CN205935406U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988425A (en) * | 2017-03-09 | 2017-07-28 | 浙江普天集成房屋有限公司 | A kind of thin-walled combines the house of steel construction |
| CN107882213A (en) * | 2017-12-19 | 2018-04-06 | 广东象博生态科技有限公司 | A kind of dismountable assembled house assembled wall |
| CN107882213B (en) * | 2017-12-19 | 2023-08-11 | 广东象博生态科技有限公司 | Combined wall for detachable combined house |
| CN107965052A (en) * | 2017-12-29 | 2018-04-27 | 广东象博生态科技有限公司 | A kind of steel column mounting structure and assembled-type house for assembled-type house |
| CN107989192A (en) * | 2017-12-29 | 2018-05-04 | 广东象博生态科技有限公司 | One kind combination column |
| CN107965052B (en) * | 2017-12-29 | 2023-07-07 | 广东象博生态科技有限公司 | Steel column mounting structure for assembled house and assembled house |
| CN110939231A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Column base and connection structure of column base and combined corner column |
| CN113309292A (en) * | 2021-06-07 | 2021-08-27 | 哈尔滨工业大学 | Variable-section multi-steel-pipe high-strength waste concrete combined column and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171115 Address after: No. 4, Feng Zhi Road, Binhe new area, the Inner Mongolia Autonomous Region Baotou City, the Inner Mongolia Autonomous Region Patentee after: BAOTOU HENGJIU STEEL BUILDING CO.,LTD. Address before: 014030, Baotou, the Inner Mongolia Autonomous Region rare earth hi tech Zone, Binhe District, Feng Lu Road, No. 4 Patentee before: Li Tao |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 014060 No. 4 Fengzhi Road, Binhe New Area, Baotou Rare Earth High-tech Zone, Inner Mongolia Autonomous Region Patentee after: INNER MONGOLIA HENGJIU STEEL STRUCTURE (Group) Co.,Ltd. Address before: 014060 No. 4 Fengzhi Road, Binhe New Area, Baotou Rare Earth High-tech Zone, Inner Mongolia Autonomous Region Patentee before: Baotou Evergreen Steel Structure Group Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP03 | Change of name, title or address |
Address after: 014060 No. 4 Fengzhi Road, Binhe New Area, Baotou Rare Earth High-tech Zone, Inner Mongolia Autonomous Region Patentee after: Baotou Evergreen Steel Structure Group Co.,Ltd. Address before: 014060 No. 4 Fengzhi Road, Binhe New District, Rare Earth High-tech Zone, Baotou City, Inner Mongolia Autonomous Region Patentee before: BAOTOU HENGJIU STEEL BUILDING CO.,LTD. |
|
| CP03 | Change of name, title or address | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: House housing system and combination column that includes thereof Effective date of registration: 20200429 Granted publication date: 20170208 Pledgee: China Postal Savings Bank Limited by Share Ltd. Baotou branch Pledgor: INNER MONGOLIA HENGJIU STEEL STRUCTURE (GROUP) Co.,Ltd. Registration number: Y2020150000016 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |