CN205935197U - House housing system and beam column T shape node that includes thereof - Google Patents
House housing system and beam column T shape node that includes thereof Download PDFInfo
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- CN205935197U CN205935197U CN201620776760.6U CN201620776760U CN205935197U CN 205935197 U CN205935197 U CN 205935197U CN 201620776760 U CN201620776760 U CN 201620776760U CN 205935197 U CN205935197 U CN 205935197U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 132
- 239000010959 steel Substances 0.000 claims abstract description 132
- 238000005452 bending Methods 0.000 claims description 10
- 230000006378 damage Effects 0.000 abstract description 5
- 230000007547 defect Effects 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 241000357293 Leptobrama muelleri Species 0.000 abstract 1
- 208000027418 Wounds and injury Diseases 0.000 abstract 1
- 208000014674 injury Diseases 0.000 abstract 1
- 230000008901 benefit Effects 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 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
- 238000009408 flooring Methods 0.000 description 1
- 238000009434 installation 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
- 238000007493 shaping process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model relates to a building structure technical field especially relates to a house housing system and beam column T shape node that includes thereof, more specifically is a cold -formed thin -walled C shaped steel beam column T shape node. The cold -formed thin -walled C shaped steel post and the cold -formed thin -walled C shaped steel roof beam of this beam column T shape node include all that two are adopted mode fixed connection's cold -formed thin -walled C shaped steel back -to -back, and the node plate holder is located between the cold -formed thin -walled C shaped steel, and the connection plate is used for connecting cold -formed thin -walled C shaped steel post and cold -formed thin -walled C shaped steel roof beam. The introduction of connection plate, make the connection between cold -formed thin -walled C shaped steel post and the cold -formed thin -walled C shaped steel roof beam introduce high strength bolt, welding injury has been avoided, avoided direct bolted connection can't reliably transmit the defect of moment of flexure, beam -column connection's intensity has effectively been improved, the connection plate still effectively improves the anti -seismic performance of cold -formed thin -walled C shaped steel beam column node, the bearing capacity gets a promotion, make the connection between cold -formed thin -walled C shaped steel become easy, thereby make the frame construction enable of " non - box formula " that the component is new.
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
Beam column T-section point, is more specifically a kind of cold-formed thin-walled C steel beam column T-section point.
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.
Node is the key position of structural system load and power transmission, and rigid effect of nodes the anti-seismic performance of total.
In cold formed steel structure system, T-section point is one of component of non-the normally off key.Current cold-formed steel residence knot
Why structure builds up the structure of " box type ", is the connection inconvenience between light gauge cold-formed steel shape component the reason mostly important, weldering
Connect and can injure member section, direct bolt connection can not reliably transmit moment of flexure again.
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 beam column T-section point 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 one kind can meet bearing capacity and anti-seismic performance requirement, applies
Work installs the new cold-formed thin-walled C steel beam column T-section point of simple possible again.
(2) technical scheme
In order to solve above-mentioned technical problem, this utility model provides a kind of beam column T-section point, and it includes cold bending thin wall C
Steel column, cold-formed thin-walled C steel beam and gusset plate, described cold-formed thin-walled C steel post includes two to be fixed using back-to-back mode
The cold-formed thin-walled C steel connecting, described cold-formed thin-walled C steel beam also includes two clod washes being fixedly connected using back-to-back mode
Thin-walled C-shaped steel, one end of described gusset plate is located between two cold-formed thin-walled C steel of described cold-formed thin-walled C steel post, separately
One end is located between two cold-formed thin-walled C steel of described cold-formed thin-walled C steel beam, and described gusset plate is used for connecting described cold
Curved thin-walled C-shaped steel post and cold-formed thin-walled C steel beam, and described cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam is perpendicular sets
Put.
According to this utility model, the length with described cold-formed thin-walled C steel post of the width of described gusset plate
The outer in direction is concordant, and the outer with the length direction of described cold-formed thin-walled C steel beam of length direction is concordant.
According to this utility model, the shape after corner cut is done at an angle being shaped as rectangle of described gusset plate.
According to this utility model, described gusset plate is provided with two groups of fastening bolt holes；Every group of fastening bolt holes are two rows,
Described cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam are equipped with through hole with described fastening bolt holes correspondence position, institute
State cold-formed thin-walled C steel post, cold-formed thin-walled C steel beam and gusset plate to fix by high-strength bolt.
According to this utility model, described high-strength bolt is frictional high-strength bolts.
According to this utility model, described gusset plate is hot rolled steel plate.
This utility model additionally provides a kind of house dwelling house system, and it includes above-mentioned beam column T-section point.
(3) beneficial effect
Technique scheme of the present utility model has the advantage that：This utility model provides a kind of beam column T-section point,
Its cold-formed thin-walled C steel post includes two cold-formed thin-walled C steel being fixedly connected using back-to-back mode, cold-formed thin-walled C steel
Beam also includes two cold-formed thin-walled C steel being fixedly connected using back-to-back mode, and one end of gusset plate is located in cold bending thin wall C
Between two cold-formed thin-walled C steel of steel column, the other end is located in two cold-formed thin-walled C steel of cold-formed thin-walled C steel beam
Between, gusset plate is used for connecting cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam, and cold-formed thin-walled C steel post and clod wash thin
Wall C-type steel beam is vertical setting.The introduction of gusset plate, makes the connection between cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam
Introduce high-strength bolt, avoided welding damage, avoid simultaneously direct bolt connection cannot reliable delivery moment of flexure defect, make
The connection obtaining between cold-formed thin-walled C steel is more prone to, and effectively increases the intensity of beam-to-column joint, and gusset plate is also effectively improved cold
The anti-seismic performance of curved thin-walled C-shaped steel bean column node, bearing capacity gets a promotion, and gusset plate efficiently solves between cold-formed thin-walled C steel
It is difficult the difficulty connecting, so that the frame structure of component new " non-box type " is possibly realized.
Brief description
Fig. 1 is the front view of this utility model embodiment beam column T-section point；
Fig. 2 is the sectional view of A-A in Fig. 1.
In figure：1：Cold-formed thin-walled C steel post；2：Cold-formed thin-walled C steel beam；3：Gusset plate；4：Fastening bolt holes.
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, the beam column T-section point that this utility model embodiment provides, it includes cold-formed thin-walled C steel
Post 1, cold-formed thin-walled C steel beam 2 and gusset plate 3, described cold-formed thin-walled C steel post 1 includes two to be fixed using back-to-back mode
Connect cold-formed thin-walled C steel, described cold-formed thin-walled C steel beam 2 also include two using back-to-back mode be fixedly connected cold
Curved thin-walled C-shaped steel, one end of described gusset plate 3 be located in described cold-formed thin-walled C steel post 1 two cold-formed thin-walled C steel it
Between, the other end is located between two cold-formed thin-walled C steel of described cold-formed thin-walled C steel beam 2, and described gusset plate 3 is used for even
Connect described cold-formed thin-walled C steel post 1 and cold-formed thin-walled C steel beam 2, and described cold-formed thin-walled C steel post 1 and cold bending thin wall c-type
Girder steel 2 is vertical setting；The introduction of gusset plate 3, makes the connection between cold-formed thin-walled C steel post 1 and cold-formed thin-walled C steel beam 2
Introduce high-strength bolt, avoided welding damage, avoid simultaneously direct bolt connection cannot reliable delivery moment of flexure defect.
The shape after corner cut is done at an angle being shaped as rectangle of described gusset plate 3.The width of described gusset plate 3
While concordant with the outer of the length direction of described cold-formed thin-walled C steel post 1, length direction with described cold bending thin wall C
The outer of the length direction of section steel beam 2 is concordant.Common, described gusset plate 3 is hot rolled steel plate.
Described gusset plate 3 is provided with two groups of fastening bolt holes 4；Every group of fastening bolt holes 4 are two rows, thin in described clod wash
It is equipped with through hole with described fastening bolt holes 4 correspondence position, described clod wash is thin on wall C-type steel post 1 and cold-formed thin-walled C steel beam 2
Wall C-type steel post 1, cold-formed thin-walled C steel beam 2 and gusset plate 3 are fixed by high-strength bolt.Common, described high-strength bolt is to rub
Wiping type high-strength bolt.
This utility model additionally provides a kind of house dwelling house system, and it includes above-mentioned beam column T-section point.
When being installed, first using frictional high-strength bolts, gusset plate 3 is fixed on the two of cold-formed thin-walled C steel post 1
Between individual cold-formed thin-walled C steel；Then again two cold-formed thin-walled C steel of cold-formed thin-walled C steel beam 2 are installed on described node
On plate 3, the introduction of such gusset plate 3, make the connection between two cold-formed thin-walled C steel beams introduce high-strength bolt, avoid weldering
Connect damage, avoid simultaneously direct bolt connection cannot reliable delivery moment of flexure defect.
In sum, this utility model provides a kind of beam column T-section point, and its cold-formed thin-walled C steel post includes two and adopts
The cold-formed thin-walled C steel being fixedly connected with back-to-back mode, it is solid that cold-formed thin-walled C steel beam also includes the back-to-back mode of two employings
The fixed cold-formed thin-walled C steel connecting, one end of gusset plate be located in cold-formed thin-walled C steel post two cold-formed thin-walled C steel it
Between, the other end is located between two cold-formed thin-walled C steel of cold-formed thin-walled C steel beam, and gusset plate is used for connecting cold bending thin wall C
Steel column and cold-formed thin-walled C steel beam, and cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam be vertical setting.Gusset plate
Introduce, make the connection between cold-formed thin-walled C steel post and cold-formed thin-walled C steel beam introduce high-strength bolt, avoided welding and damaged
Wound, avoid simultaneously direct bolt connection cannot reliable delivery moment of flexure defect so that the connection between cold-formed thin-walled C steel more
Easily, and effectively increase the intensity of beam-to-column joint, gusset plate is also effectively improved the shock resistance of cold-formed thin-walled C steel bean column node
Can, bearing capacity gets a promotion, and gusset plate efficiently solves the difficulty being difficult to connect between cold-formed thin-walled C steel, so that component
The frame structure of new " non-box type " is possibly realized.
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 (7)
1. a kind of beam column T-section point it is characterised in that：Including cold-formed thin-walled C steel post (1), cold-formed thin-walled C steel beam (2) and
Gusset plate (3), described cold-formed thin-walled C steel post (1) includes two cold bending thin wall c-types being fixedly connected using back-to-back mode
Steel, described cold-formed thin-walled C steel beam (2) also includes two cold-formed thin-walled C steel being fixedly connected using back-to-back mode, described
One end of gusset plate (3) is located between two cold-formed thin-walled C steel of described cold-formed thin-walled C steel post (1), other end sandwiched
Between two cold-formed thin-walled C steel of described cold-formed thin-walled C steel beam (2), described gusset plate (3) is used for connecting described clod wash
Thin-walled C-shaped steel post (1) and cold-formed thin-walled C steel beam (2), and described cold-formed thin-walled C steel post (1) and cold-formed thin-walled C steel beam
(2) it is vertical setting.
2. beam column T-section point according to claim 1 it is characterised in that：One side of the width of described gusset plate (3)
Concordant with the outer of the length direction of described cold-formed thin-walled C steel post (1), length direction with described cold bending thin wall c-type
The outer of the length direction of girder steel (2) is concordant.
3. beam column T-section point according to claim 2 it is characterised in that：Described gusset plate (3) be shaped as the one of rectangle
The shape after corner cut is done at individual angle.
4. beam column T-section point according to claim 3 it is characterised in that：Described gusset plate (3) is provided with two groups of fastening spiral shells
Keyhole (4)；Every group of fastening bolt holes (4) is two rows, in described cold-formed thin-walled C steel post (1) and cold-formed thin-walled C steel beam
(2) upper and described fastening bolt holes (4) correspondence position is equipped with through hole, described cold-formed thin-walled C steel post (1), cold bending thin wall c-type
Girder steel (2) is fixed by high-strength bolt with gusset plate (3).
5. beam column T-section point according to claim 4 it is characterised in that：Described high-strength bolt is frictional high-strength bolts.
6. beam column T-section point according to claim 5 it is characterised in that：Described gusset plate (3) is hot rolled steel plate.
7. a kind of house dwelling house system it is characterised in that：Including the beam column T-section point as described in any one of claim 1-6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620776760.6U CN205935197U (en) | 2016-07-20 | 2016-07-20 | House housing system and beam column T shape node that includes thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620776760.6U CN205935197U (en) | 2016-07-20 | 2016-07-20 | House housing system and beam column T shape node that includes thereof |
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| Publication Number | Publication Date |
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| CN205935197U true CN205935197U (en) | 2017-02-08 |
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| CN201620776760.6U Active CN205935197U (en) | 2016-07-20 | 2016-07-20 | House housing system and beam column T shape node that includes thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090910A (en) * | 2017-05-22 | 2017-08-25 | 郎佃富 | A kind of steel girt strip nodal connection device |
| CN108626219A (en) * | 2017-03-20 | 2018-10-09 | 尚颂评 | High-strength support combined structure with high universality and easy assembly |
| CN110939200A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Combined connecting node structure of corner column and floor beam |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
-
2016
- 2016-07-20 CN CN201620776760.6U patent/CN205935197U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108626219A (en) * | 2017-03-20 | 2018-10-09 | 尚颂评 | High-strength support combined structure with high universality and easy assembly |
| CN107090910A (en) * | 2017-05-22 | 2017-08-25 | 郎佃富 | A kind of steel girt strip nodal connection device |
| CN110939200A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Combined connecting node structure of corner column and floor beam |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
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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 beam column T shape node 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 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |