CN207646868U - A kind of assembled architecture steel structure column beam joint device - Google Patents
A kind of assembled architecture steel structure column beam joint device Download PDFInfo
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- CN207646868U CN207646868U CN201721471611.XU CN201721471611U CN207646868U CN 207646868 U CN207646868 U CN 207646868U CN 201721471611 U CN201721471611 U CN 201721471611U CN 207646868 U CN207646868 U CN 207646868U
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Abstract
The utility model discloses a kind of assembled architecture steel structure column beam joint devices, it is desirable to provide a kind of assembled architecture steel structure column beam joint device that speed of application is fast.It includes prefabricated bodies steel frame column, prefabricated bodies steel frame crossbeam and beam-to-column joint component；The prefabricated bodies steel frame column is box column, and the prefabricated bodies steel frame crossbeam is H profile steel beam, and the beam-to-column joint component includes that cross web and two are fixedly installed on the flange plate at cross web both ends respectively；The end of the box column is welded with beam-to-column joint component, and the flange plate of the end and beam-to-column joint component one end of the box column is welded to connect；The beam-to-column joint component of upper and lower two adjacent box column end is connect by high-strength bolt with the wing plate of H profile steel beam corresponding side respectively.The utility model can effectively reduce live component type, live component identification be improved, to greatly improve construction site efficiency of assembling.
Description
Technical field
The utility model is related to assembled architecture technical fields, connect more particularly, to a kind of assembled architecture steel structure column beam
Connection device.
Background technology
Steel building has site operation speed fast, and anti-seismic performance is good, and resource is repeatable to be utilized, and it is excellent that environmental pollution is small etc.
Point.China is but seriously lagged as construction scope and the maximum country of steel yield, the development of steel house in the world, at present
Countries in Europe steel building area accounts for 50% of overall floorage or more, and Japan accounts for 80%, and China's proportion is not
To 4%.
Traditional construction industry is high pollution, highly energy-consuming, labor-intensive industry, and industrialization degree is low, water consume, energy
Consumption, artificial rubbish, quantity of wastewater effluent are big, do not meet the Sustainable development policies of national energy-saving and environmental protection, and need a large amount of
Labour, with being on the rise for population structure aging, demographic dividend fades away, the constant tension of resource and the energy, ring
The reinforcement of border protective awareness, the mode of construction of traditional architecture has not met the development need of current economic and society, at this point, melting
The assembling type steel structure building for having closed steel construction and housing industrialization advantage comes into existence as the situation requires, and obtains in national industrial policies energetically
It helps.The appearance of assembling type steel structure building greatly shortens building site construction period, has component, component manufacturer's standard
Metaplasia production is prefabricated, and in-site installation mechanization, quality controllable, efficient quick, live wet-less operation, environmental noise, dust pollution are small,
The advantages that energy saving and resource, reduction building waste and environmental pollution.
Currently, domestic assembling type steel structure building body steel frame system research is in starting stage, industrialization assembly
Formula multi-storey steel structure system innovation is imperative.Traditional housing building of steel-structure uses a large amount of fielding welding when constructing,
Speed of application is slow, and environmental pollution is serious, it is most important that weldquality should not control, and worker laboring environment is poor, seriously affect
The security performance of building.Traditional housing building of steel-structure does not give full play to the superiority of steel house, with China
The continuous development of steel building technology, multi and tall steel building system should use design modularization, component standardization, with standardization
Industrialization is pushed, promotes the basic development principle of industrialization with industrialization, however it is domestic for industrializing assembling type steel structure mould
The research of block is still in infancy, it would be highly desirable to which the modular assembly formula steel structure frame support system of innovation is to improve assembled
The assembled in situ rate of steel house, gives full play to its advantage.
Utility model content
The purpose of this utility model is intended to overcome the shortcomings of the prior art, provides a kind of assembled architecture steel construction
Pole beam connector.The attachment device not only increases the assembly rate of assembled architecture steel construction main body frame, and due to portion
Product, component all realize modularization, modularization, batch production, standardized designs manufacture, while improving prefabricated components quality,
Site operation speed is also improved, shortens construction period, reduces dust and the noise pollution of construction site.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions：
A kind of assembled architecture steel structure column beam joint device, including prefabricated bodies steel frame column, prefabricated bodies steel framework
Frame crossbeam and beam-to-column joint component；The prefabricated bodies steel frame column is box column, the prefabricated bodies steel frame crossbeam
For H profile steel beam, the beam-to-column joint component includes that cross web and two are fixedly installed on cross web both ends respectively
Flange plate；The end of the box column is welded with beam-to-column joint component, end and the beam-to-column joint component one of the box column
The flange plate at end is welded to connect；The beam-to-column joint component of upper and lower two adjacent box column end passes through high-strength bolt and H-type respectively
The wing plate of girder steel corresponding side connects.
Preferably, it is both provided with connecting hole on the cross web and flange plate of the beam-to-column joint component.
A kind of assembled architecture steel structure column beam joint device, including prefabricated bodies steel frame column, prefabricated bodies steel framework
Frame crossbeam, crossbeam connecting elements and beam-to-column joint component；The prefabricated bodies steel frame column is box column, described prefabricated
Main body steel frame crossbeam is H profile steel beam, and the beam-to-column joint component includes that cross web and two are fixedly installed on ten respectively
The flange plate at font web both ends；The end of the box column is welded with beam-to-column joint component, the end of the box column with
The flange plate of beam-to-column joint component one end is welded to connect；The beam-to-column joint component of upper and lower two adjacent box column end passes through high intensity
Bolt is solidly fixed；The crossbeam connecting elements includes the connecting plate that one end is fixedly connected with the web of H profile steel beam, Yi Jishe
It is placed in the end that the connecting plate other end and the cross web between upper and lower two adjacent box columns are connected by high-strength bolts
Plate.
Preferably, it is both provided with connecting hole on the cross web and flange plate of the beam-to-column joint component.
Preferably, it is provided with connecting hole on the end plate of the crossbeam connecting elements.
Compared with prior art, the utility model has the following advantages that：
The utility model realizes component node all using high strength exploitation, and component, part design manufacture are realized
Standardization, generalization, batch production are prefabricated, and the full assembly in scene reduces live component type, improves live component identification, to
Greatly improve construction site efficiency of assembling；Simultaneously because component all realizes that batch production is prefabricated, improves processing and manufacturing matter
Amount, and without smog caused by site welding and dust polluting environment.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the first connecting node schematic diagram of the utility model.
Fig. 2 is the schematic diagram that prefabricated bodies steel frame column is connect with beam-to-column joint component in Fig. 1.
Fig. 3 is the schematic diagram of Fig. 1 beam-column connecting elements connection.
Fig. 4 is second of connecting node schematic diagram of the utility model.
Fig. 5 is the third connecting node schematic diagram of the utility model.
Fig. 6 is the schematic diagram that prefabricated bodies steel frame crossbeam is connect with crossbeam connecting elements in Fig. 4.
Reference numeral：1-prefabricated bodies steel frame column, 2-prefabricated bodies steel frame crossbeams, 3-crossbeam connecting elements,
4-beam-to-column joint components, 5-connecting plates, 6-flange plates, 7-cross webs, 8-end plates.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not under the premise of making the creative labor
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Assembled architecture steel structure column beam joint device shown in Fig. 1-3, including prefabricated bodies steel frame column 1, it is prefabricated
Main body steel frame crossbeam 2 and beam-to-column joint component 4；The prefabricated bodies steel frame column 1 is box column, the prefabricated master
Body steel frame crossbeam 2 is H profile steel beam, and the beam-to-column joint component 4 is fixedly installed on respectively including cross web 7 and two
The flange plate 6 at 7 both ends of cross web；The end of the box column is welded with beam-to-column joint component 4, the end of the box column
The flange plate 6 in portion and 4 one end of beam-to-column joint component is welded to connect；The beam-to-column joint component 4 of upper and lower two adjacent box column end divides
It is not connect with the wing plate of H profile steel beam corresponding side by high-strength bolt.By splicing the steel knot realized as unit of layer when installation
Structure base unit interlayer extension, to form tier building.
Wherein, it is both provided with connecting hole on the cross web 7 of the beam-to-column joint component 4 and flange plate 6.
Assembled architecture steel structure column beam joint device shown in Fig. 4-6, including prefabricated bodies steel frame column 1, it is prefabricated
Main body steel frame crossbeam 2, crossbeam connecting elements 3 and beam-to-column joint component 4；The prefabricated bodies steel frame column 1 is box
Column, the prefabricated bodies steel frame crossbeam 2 are H profile steel beam, and the beam-to-column joint component 4 includes cross web 7 and two points
It is not fixedly installed on the flange plate 6 at 7 both ends of cross web；The end of the box column is welded with beam-to-column joint component 4, institute
The flange plate 6 for stating the end and 4 one end of beam-to-column joint component of box column is welded to connect；The beam column of upper and lower two adjacent box column end
Connecting elements 4 is solidly fixed by high-strength bolt；The crossbeam connecting elements 3 includes that one end and the web of H profile steel beam are solid
Surely the connecting plate 5 connected, and it is set to 5 other end of connecting plate and the cross web 7 between upper and lower two adjacent box columns
The end plate 8 being connected by high-strength bolts.By splicing steel structure base unit of the realization as unit of layer in interlayer when installation
Extension, to form tier building.
Wherein, it is both provided with connecting hole on the cross web 7 of the beam-to-column joint component 4 and flange plate 6.
Wherein, connecting hole, connecting hole hole specification and beam-to-column joint structure are provided on the end plate 8 of the crossbeam connecting elements 3
Connecting hole matching on the upper and lower flange plate 6 of part 4.
When assembly, according to agent structure needs, the cross of 1 two ends beam-to-column joint component 4 of prefabricated bodies steel frame column
Several directions of shape web 7 can connect prefabricated bodies steel frame crossbeam 2, to constitute the assembled architecture master of full bolt form
Body steel-frame structure, the beam-column connection realize that component, the full batch production of component be prefabricated, assembled in situ, improve component quality
While, shorten construction period, and reduce site environment pollution.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of assembled architecture steel structure column beam joint device, including prefabricated bodies steel frame column（1）, prefabricated bodies steel framework
Frame crossbeam（2）And beam-to-column joint component（4）；It is characterized in that：The prefabricated bodies steel frame column（1）For box column, institute
State prefabricated bodies steel frame crossbeam（2）For H profile steel beam, the beam-to-column joint component（4）Including cross web（7）And two
It is fixedly installed on cross web respectively（7）The flange plate at both ends（6）；The end of the box column is welded with beam-to-column joint structure
Part（4）, end and the beam-to-column joint component of the box column（4）The flange plate of one end（6）It is welded to connect；Upper and lower two adjacent box
The beam-to-column joint component of column end（4）It is connect respectively with the wing plate of H profile steel beam corresponding side by high-strength bolt.
2. assembled architecture steel structure column beam joint device according to claim 1, it is characterised in that：The beam-to-column joint structure
Part（4）Cross web（7）And flange plate（6）On be both provided with connecting hole.
3. a kind of assembled architecture steel structure column beam joint device, including prefabricated bodies steel frame column（1）, prefabricated bodies steel framework
Frame crossbeam（2）, crossbeam connecting elements（3）And beam-to-column joint component（4）；It is characterized in that：The prefabricated bodies steel framework erects
Column（1）For box column, the prefabricated bodies steel frame crossbeam（2）For H profile steel beam, the beam-to-column joint component（4）Including cross
Shape web（7）And two be fixedly installed on cross web respectively（7）The flange plate at both ends（6）；The end of the box column is equal
It is welded with beam-to-column joint component（4）, end and the beam-to-column joint component of the box column（4）The flange plate of one end（6）Welding connects
It connects；The beam-to-column joint component of upper and lower two adjacent box column end（4）It is solidly fixed by high-strength bolt；The crossbeam connection
Component（3）The connecting plate being fixedly connected with the web of H profile steel beam including one end（5）, and it is set to connecting plate（5）The other end,
With the cross web between upper and lower two adjacent box columns（7）The end plate being connected by high-strength bolts（8）.
4. assembled architecture steel structure column beam joint device according to claim 3, it is characterised in that：The beam-to-column joint structure
Part（4）Cross web（7）And flange plate（6）On be both provided with connecting hole.
5. according to the assembled architecture steel structure column beam joint device of claim 3 or 4, it is characterised in that：The crossbeam connects
Connection member（3）End plate（8）On be provided with connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721471611.XU CN207646868U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture steel structure column beam joint device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721471611.XU CN207646868U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture steel structure column beam joint device |
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| CN207646868U true CN207646868U (en) | 2018-07-24 |
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| CN201721471611.XU Active CN207646868U (en) | 2017-11-07 | 2017-11-07 | A kind of assembled architecture steel structure column beam joint device |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729543A (en) * | 2018-07-31 | 2018-11-02 | 巩俊贤 | A kind of mounting assembly and its building for building |
| CN108824635A (en) * | 2018-08-24 | 2018-11-16 | 四川省建筑科学研究院 | Support construction and its installation method for steel construction low-rise building |
| CN109577483A (en) * | 2018-12-21 | 2019-04-05 | 贺州学院 | The prefabricated buildings crossbeam being easily installed |
| CN110965635A (en) * | 2019-10-25 | 2020-04-07 | 汉尔姆建筑科技有限公司 | Supporting structure and layering industrialization building of building |
| CN113356361A (en) * | 2021-05-27 | 2021-09-07 | 卫振海 | Production and assembly process of assembled building component based on steel-concrete composite section bar |
| CN113982110A (en) * | 2021-11-01 | 2022-01-28 | 山东经典建筑设计有限公司 | Assembled steel structure node and mounting method thereof |
| CN115506490A (en) * | 2022-07-07 | 2022-12-23 | 杭州中普建筑科技有限公司 | Low multilayer assembled steel structure column connection foundry goods |
-
2017
- 2017-11-07 CN CN201721471611.XU patent/CN207646868U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729543A (en) * | 2018-07-31 | 2018-11-02 | 巩俊贤 | A kind of mounting assembly and its building for building |
| CN108824635A (en) * | 2018-08-24 | 2018-11-16 | 四川省建筑科学研究院 | Support construction and its installation method for steel construction low-rise building |
| CN109577483A (en) * | 2018-12-21 | 2019-04-05 | 贺州学院 | The prefabricated buildings crossbeam being easily installed |
| CN110965635A (en) * | 2019-10-25 | 2020-04-07 | 汉尔姆建筑科技有限公司 | Supporting structure and layering industrialization building of building |
| CN110965635B (en) * | 2019-10-25 | 2021-10-19 | 汉尔姆建筑科技有限公司 | Supporting structure and layering industrialization building of building |
| CN113356361A (en) * | 2021-05-27 | 2021-09-07 | 卫振海 | Production and assembly process of assembled building component based on steel-concrete composite section bar |
| CN113982110A (en) * | 2021-11-01 | 2022-01-28 | 山东经典建筑设计有限公司 | Assembled steel structure node and mounting method thereof |
| CN115506490A (en) * | 2022-07-07 | 2022-12-23 | 杭州中普建筑科技有限公司 | Low multilayer assembled steel structure column connection foundry goods |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: Yunnan Design Institute Group Co.,Ltd. Address before: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee before: Yunnan Design Institute Group |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190529 Address after: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: Yunnan Design Institute Group Co.,Ltd. Co-patentee after: Yunnan Construction Industrialization Research and Development Center Co.,Ltd. Address before: 650100 No. 1 Yongjin Road, Xishan District, Kunming City, Yunnan Province Co-patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee before: Yunnan Design Institute Group Co.,Ltd. |
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| TR01 | Transfer of patent right |