CN206971402U - The connecting node of steel plate combined shear wall and girder steel suitable for assembled architecture - Google Patents
The connecting node of steel plate combined shear wall and girder steel suitable for assembled architecture Download PDFInfo
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- CN206971402U CN206971402U CN201720898537.3U CN201720898537U CN206971402U CN 206971402 U CN206971402 U CN 206971402U CN 201720898537 U CN201720898537 U CN 201720898537U CN 206971402 U CN206971402 U CN 206971402U
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Abstract
It is a kind of suitable for the steel plate combined shear wall of assembled architecture and the connecting node of girder steel, including two blocks of U-shaped side plates, end plate, cantilever beam section and two pieces of connecting plates；Cantilever beam section is I-shaped, there is bolt hole on cantilever beam section web and two connecting plates, in use, biside plate is symmetrically welded sets one end of end steel pipe towards steel plate combined shear wall in steel plate combined shear wall both sides, side plate openings direction, end plate is welded in the steel pipe side wall of end, between biside plate, cantilever beam section web welds with end plate, the cantilever beam section edge of a wing and both sides plate weld, connecting plate is welded by high strength exploitation girder steel and cantilever beam section web, girder steel and the cantilever beam section edge of a wing.The connecting node can pass to girder steel moment of flexure steel plate combined shear wall, the interior space not impacted；Horizontal baffle is not set in the steel pipe of end, the smooth casting concrete of energy, easily ensures quality, reduces difficulty of construction；Each plate size and thickness can adjust, and easily realize the requirement of the weak component of strong node.
Description
Technical field
The utility model belongs to steel construction and Temperature Variation In Buildings of Mixed Structures technical field, is related to one kind and is applied to steel plate combined shear
Connecting node in the steel building and Temperature Variation In Buildings of Mixed Structures of wall, it is more particularly to a kind of to be applied to assembled architecture steel plate combination
The connecting node of shear wall and girder steel.
Background technology
Steel plate combined shear wall is combined by both sides encased steel plate and middle concrete filled, and wall end sets steel pipe, interior
Fill concrete and form concrete filled steel tube newel post, be a kind of new structural elements of building field.Steel plate combined shear wall has wall
It is thick it is small, encased steel plate is thin, flexible arrangement, the characteristics of cost is relatively low, anti-seismic performance is good, application prospect is wide in steel building
It is wealthy.Existing national standards JGJ/T 380-2015《Steel plate shear force wall technical regulation》The construction of steel plate combined shear wall is given,
But the connection method of steel plate combined shear wall and girder steel is not provided, therefore can only use the connection method of similar structures component, example
Such as：National standard drawings 16SG519《More, the high-rise civil building steel structure node detail of construction》The company of middle box section steel column and girder steel
Connect method；National standard drawings 06SG524《Concrete filled steel tube constructs》The connection method of middle rectangular steel-tube concrete column and girder steel.
The connection method of above two atlas is consistent, still, if for that can have following defect in steel plate combined shear wall：
1）Based on the needs for transmitting steel beam flange internal force, in end, steel pipe domestic demand sets horizontal baffle, and horizontal baffle opens up
Grout hole, so as to concrete perfusion.Generally, steel plate combined shear wall thinner thickness（It is usually no more than 200mm）, do not have
The standby condition for opening up larger grout hole, and less grout hole can hinder pouring for steel pipe inner concrete, may reduce coagulation
Native pouring quality.
2）If being not provided with internal partition in steel pipe, need to set outer shroud level board, outer ring plate is stretched out outside steel pipe, can influence interior
Perception and finishing.
3）The shearing of girder steel is directly passed to outer wall of steel pipe by web, due to the thickness of steel pipe in steel plate combined shear wall compared with
It is small, it is impossible to effectively to transmit larger girder steel shearing, outer wall may be caused to destroy.
It can be seen that existing connection method is applied to the steel tube concrete beam and column node that section is relatively large, wallboard is thicker, but
Be not suitable for the steel plate combined shear wall node that section is small, steel plate is thin, therefore, be badly in need of research and development are a kind of safe and reliable, it is simple to make,
Connecting node easy for construction, the popularization and safe handling for steel plate combined shear wall are significant.
The content of the invention
The purpose of this utility model be to provide it is a kind of it is safe and reliable, make and simple, easy for construction built suitable for assembled
The steel plate combined shear wall and the connecting node of girder steel built.
To achieve the above object, technical scheme is used by the utility model：A kind of steel suitable for assembled architecture
The connecting node of plate compound shear wall and girder steel, including the second side plate of the first side plate of U-shaped, U-shaped, end plate, cantilever beam section and
Two pieces of connecting plates；Cantilever beam section is I-shaped, and bolt hole is machined with the web of cantilever beam section and two pieces of connecting plates, is used
When, the first side plate and the second side plate are symmetrically welded in the both sides of steel plate combined shear wall, and the opening direction direction of two blocks of side plates
The steel plate combined shear wall sets one end of end steel pipe, and end plate is welded in the side wall of end steel pipe, and end plate is located at the first side
Between plate and the second side plate, cantilever beam section web is welded to connect with end plate, the cantilever beam section edge of a wing respectively with the first side plate and second
Plate-side plate welding connects, and two pieces of connecting plates are by high strength exploitation girder steel and cantilever beam section web, girder steel and the cantilever beam section wing
Edge is welded to connect.
The cantilever beam section edge of a wing in the utility model connecting node is connected with two side plates, can pass to girder steel moment of flexure
Steel plate combined shear wall, and side plate is arranged in a vertical direction, and Indoor environment space will not be impacted；The opening of side plate
Operating space, convenient construction installation are provided for steel beam web plate connecting bolt；Horizontal baffle is not set in the end steel pipe of rectangle, is made
Obtaining concrete can smoothly pour, and be easily guaranteed that quality, reduce difficulty of construction.Solve and asked present in existing node connection
Topic, and accomplished that component handling ease, site operation are convenient, performance safety is reliable.End plate and the web of cantilever beam section weld,
For transmitting the shearing of girder steel, avoid using steel pipe issuable destruction in end made of relatively thin wall thickness steel tube.Due to end
Plate only strengthens the part of end steel pipe, and consumption steel are few, can save material, reduce cost.The bending resistance carrying of this connecting node
Power carries out flexible modulation by the size and thickness of side plate, and the web that the shear-carrying capacity of connecting node passes through cantilever beam section is thick
Spend to carry out flexible modulation, by both regulative modes, the requirement of the strong weak component of node can be achieved.
Brief description of the drawings
Fig. 1 is the schematic diagram of the utility model connecting node.
Fig. 2 is the parts explosion of connecting node shown in Fig. 1.
Fig. 3 is the site operation completion figure of the utility model connecting node.
In figure：1. encased steel plate, 2. end steel pipes, 3. first side plates, 4. end plates, 5. cantilever beam sections, 6. first connecting plates,
7. girder steel, 8. second side plates, 9. second connecting plates, 10. first connecting holes, 11. second connecting holes, 12. the 3rd connecting holes, 13.
4th connecting hole, 14. the 5th connecting holes, 15. the 6th connecting holes, 16. high-strength bolts.
Embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
As depicted in figs. 1 and 2, the utility model connecting node, including the second side plate 8 of the first side plate 3 of U-shaped, U-shaped,
End plate 4, cantilever beam section 5, the first connecting plate 6 and the second connecting plate 9；One end of girder steel 7 is machined with two and ranked first connecting hole vertically
Group, it often ranked first connecting hole group and formed by multiple 4th connecting holes 13.
End plate 4 is stripe board.
Cantilever beam section 5 is I-shaped, and being machined with two vertically on its web ranked second connecting hole group, often ranked second connecting hole
Group forms by multiple 3rd connecting holes 12.
First connecting plate 6 and the second connecting plate 9 are square plate.Two companies of ranked third are machined with vertically on first connecting plate 6
Connect hole group and two and ranked fourth connecting hole group, often ranked third connecting hole group and formed by multiple first connecting holes 10, often the company of ranked fourth
Hole group is connect to form by multiple second connecting holes 11；Two are machined with vertically on second connecting plate 9 ranked fifth connecting hole group and two rows
6th connecting hole group, it often ranked fifth connecting hole group and formed by multiple 5th connecting holes 14, often ranked sixth connecting hole group by more
Individual 6th connecting hole 15 forms.
During using the utility model connecting node：First side plate 3 is welded in two pieces of Covered with Angles of steel plate combined shear wall
In plate 1 on one piece of encased steel plate 1, the second side plate 8 is welded in two pieces of encased steel plates 1 on other one piece of encased steel plate 1, the
Two side plates 8 and the first side plate 3 are symmetrical arranged relative to the steel plate combined shear wall；The openend of first side plate 3 and the second side plate
Openend be higher by the steel plate combined shear wall one end setting end steel pipe 2, end plate 4 is welded in the end steel pipe 2 and carried on the back
From in the side wall of the steel plate combined shear wall, end plate 4 is between the first side plate 3 and the second side plate 8, then, by cantilever beam section 5
Web and end plate 4 weld, the edge of a wing of cantilever beam section 5 is welded with the first side plate 3 and the second side plate 8 respectively, is made in cantilever beam section 5
The direction that the second connecting hole group that two rows are made up of the 3rd connecting hole 12 is directed away from end plate 4 is set, and forms the welding shown in Fig. 3
Part；The weldment is transported to job site, lifting is in place；Pour the concrete in steel plate combined shear wall；With the first connection
The web of girder steel 7 is connected by the connecting plate 9 of plate 6 and second with the web of cantilever beam section 5, i.e., be made up of the 3rd connecting hole 12
What two connecting hole groups formed with the 3rd connecting hole group that is made up of the first connecting hole 10 and by the 5th connecting hole 14 respectively the 5th connects
Connect that hole group is corresponding, the first connecting hole group being made up of the 4th connecting hole 13 the 4th connecting respectively with being made up of the second connecting hole 11
The 6th connecting hole group for connecing hole group and being made up of the 6th connecting hole 15 is corresponding, passes through affixed first connecting plate of high-strength bolt 16
6th, cantilever beam section 5, the connecting plate 9 of girder steel 7 and second；Welded between girder steel 7 and the edge of a wing of cantilever beam section 5.The He of first connecting plate 6
Second connecting plate 9 is welded to connect with cantilever beam section 5, and the first connecting plate 6 and the second connecting plate 9 are welded to connect with girder steel 7.
Steel plate combined shear wall end two sides set the U-shaped side plate of outer patch, and U-shaped side plate vertically arrange by direction, end
Welded end plate 4 on portion's steel pipe 2, end plate 4 play booster action to the outer wall of end steel pipe 2.Steel plate combined shear wall by U-shaped side plate and
End plate 4 is connected with cantilever beam section 5, and cantilever beam section 5 is connected with girder steel 7 by way of bolted and welded connection, bolted and welded connection
Use and weld between the edge of a wing, between web by the way of high strength exploitation.
Claims (3)
- It is 1. a kind of suitable for the steel plate combined shear wall of assembled architecture and the connecting node of girder steel, it is characterised in that including U-shaped The first side plate（3）, U-shaped the second side plate（8）, end plate（4）, cantilever beam section（5）With two pieces of connecting plates；Cantilever beam section（5）For I-shaped, cantilever beam section（5）Web and two pieces of connecting plates on be machined with bolt hole, in use, the first side plate（3）With Two side plates（8）It is symmetrically welded in the both sides of steel plate combined shear wall, and the opening direction of two blocks of side plates is cut towards the steel plate combination Power wall sets end steel pipe（2）One end, end plate（4）It is welded in end steel pipe（2）Side wall on, end plate（4）Positioned at the first side Plate（3）With the second side plate（8）Between, by cantilever beam section（5）Web and end plate（4）It is welded to connect, cantilever beam section（5）Distinguish on the edge of a wing With the first side plate（3）With the second side plate（8）It is welded to connect, two pieces of connecting plates pass through high-strength bolt（16）Connect girder steel（7）With Cantilever beam section（5）Web, girder steel（7）And cantilever beam section（5）The edge of a wing is welded to connect.
- 2. it is according to claim 1 suitable for the steel plate combined shear wall of assembled architecture and the connecting node of girder steel, its It is characterised by, described end plate（4）For stripe board.
- 3. it is according to claim 1 suitable for the steel plate combined shear wall of assembled architecture and the connecting node of girder steel, its It is characterised by, in use, two pieces of connecting plates pass through high-strength bolt（16）Connect girder steel（7）And cantilever beam section（5）Web.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720898537.3U CN206971402U (en) | 2017-07-24 | 2017-07-24 | The connecting node of steel plate combined shear wall and girder steel suitable for assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720898537.3U CN206971402U (en) | 2017-07-24 | 2017-07-24 | The connecting node of steel plate combined shear wall and girder steel suitable for assembled architecture |
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| CN206971402U true CN206971402U (en) | 2018-02-06 |
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| CN201720898537.3U Active CN206971402U (en) | 2017-07-24 | 2017-07-24 | The connecting node of steel plate combined shear wall and girder steel suitable for assembled architecture |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589923A (en) * | 2018-04-18 | 2018-09-28 | 西京学院 | A kind of steel-frame structure of combination beam |
| CN110468965A (en) * | 2019-08-27 | 2019-11-19 | 浙江东南网架股份有限公司 | A kind of novel multi-cavity body steel plate combined shear wall and H profile steel beam connecting node |
| CN111485640A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
-
2017
- 2017-07-24 CN CN201720898537.3U patent/CN206971402U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589923A (en) * | 2018-04-18 | 2018-09-28 | 西京学院 | A kind of steel-frame structure of combination beam |
| CN111485640A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
| CN111485640B (en) * | 2019-01-25 | 2021-06-15 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
| CN110468965A (en) * | 2019-08-27 | 2019-11-19 | 浙江东南网架股份有限公司 | A kind of novel multi-cavity body steel plate combined shear wall and H profile steel beam connecting node |
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