CN209244018U - A kind of industrialization steel plate shear force wall being made of Z-shape steel - Google Patents
A kind of industrialization steel plate shear force wall being made of Z-shape steel Download PDFInfo
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- CN209244018U CN209244018U CN201821994189.0U CN201821994189U CN209244018U CN 209244018 U CN209244018 U CN 209244018U CN 201821994189 U CN201821994189 U CN 201821994189U CN 209244018 U CN209244018 U CN 209244018U
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Abstract
The utility model discloses a kind of industrialization steel plate shear force walls being made of Z-shape steel.The both ends of steel plate are bent to form two Z-shape steel edges of a wing in the opposite direction, Z-shape steel web is formed between two Z-shape steel edges of a wing, the end on each Z-shape steel edge of a wing extends the Z-shape steel crimping being connected with towards bending among Z-shape steel web, and each Z-shape steel crimping is each parallel to Z-shape steel web.Z-shape steel is located in the steel structure frame that girder steel and steel column are constituted.Multiple Z-shape steels along it is same it is arranged in a straight line be sequentially connected composition steel plate shear force wall, symmetrically connected between two adjacent Z-shape steels, between the Z-shape steel flange surfaces of adjacent Z-shape steel contact and be welded and fixed to form Y shape by attachment weld.Steel column is connect and is welded and fixed with bolt of steel plate shear wall by steel plate shear force wall connecting plate；Steel column is bolted and is welded and fixed with girder steel by girder steel connecting plate.The utility model simplifies steel plate wall manufacture craft, while improving the lateral stability bearing capacity of steel plate wall.
Description
Technical field
The utility model belongs to construction engineering technical field, and in particular to a kind of industrialization steel plate being made of Z-shape steel is cut
Power wall construction can be widely applied among all kinds of steel buildings.
Background technique
Steel plate shear force wall has more significant performance as a kind of lateral resistant member applied in building structure.Steel
The section length and sectional area of board wall are larger, can provide biggish anti-side rigidity.Compared to support and beam column in member structure
Connecting node, the connecting node of steel plate shear force wall and beam column wants easy to be more, and processing technology and difficulty of construction are all smaller.Steel plate
Shear wall itself can be process using one block of steel plate, compared with the component in other sections, be made also very easy.
For steel plate wall since it is two larger to size, the stability problem under stress is obvious, in order to improve the anti-of steel plate wall
Side efficiency needs to improve the stability bearing capacity of steel plate wall.It is in the wrong that currently used method has ribbed stiffener segmentation block of cells, two sides to set up defences
The building methods such as bent concrete slab.Stiffening rib steel plate shearing force wall is by setting ribbed stiffener, so that the steel plate width-thickness ratio of cell lattice subtracts
It is small, improve its buckling critical loads, when design guarantees whole not prior to cell lattice buckling.
In conventional high level, resistance of super high-rise steel structures, since stress is larger, the steel plate of general steel plate wall is thicker.Add
The processing method that the make of strength steel plate shear force wall determines steel plate wall.The processing method of common thick steel plate is in smooth steel
Ribbed stiffener is welded on plate, since steel plate is thicker, the welding of ribbed stiffener influences smaller, intercostal of putting more energy into accordingly to the flatness of steel plate
Away from also larger.This is also the common processing method of conventional steel plates shear wall.
In steel house and other multilayers, small sized multiple story building, according to the steel plate wall needs of structure design needs
Very thin steel plate can meet stiffness and strength requirement.Application for thin steel plate shear wall of putting more energy into, it is minimum thick in international pro-ject
Degree reaches 2mm.According to domestic current processing technology, the processing of such ultra-thin steel sheet shear wall is difficult to accomplish that residual deformation can expire
The requirement of the domestic specification of foot.
It is less than the ultra-thin steel sheet shear wall of 6mm for thickness, traditional diamond-making technique, which has the forming defect of product, centainly to be put
Greatly.When being made of whole plate, width-thickness ratio causes greatly steel plate Out-of Plane Stiffness weak very much, having bad luck in manufacturing process, tool locating, cold-working
The links such as assembly, are difficult the deformation outside control plane to guarantee the flatness in steel plate surface.In addition, heat when ribbed stiffener welds is defeated
Although much smaller when entering than slab, relative to relatively thin steel plate thickness, it is ardent input caused by residual stress, it is sufficient to cause compared with
Big residual deformation brings very big difficulty to the molding control of product.
Utility model content
In order to solve the problems in existing ultra-thin steel sheet shear wall processing and fabricating, the utility model proposes one kind by Z-type
The industrialization steel plate shear force wall of steel composition alternately mutually and is welded to form by multiple Z-shape steels, can pass through a kind of industrialized mode
Ultra-thin steel sheet shear wall is produced, biggish residual deformation can't be generated.
The technical solution of the utility model is as follows:
The utility model includes Z-shape steel, girder steel and steel column, and girder steel and steel column form steel structure frame, and Z-shape steel is located at girder steel
In the steel structure frame constituted with steel column.Z-shape steel is mainly made of Z-shape steel web, the Z-shape steel edge of a wing and Z-shape steel crimping, steel plate
Both ends are bent to form two Z-shape steel edges of a wing towards opposite both direction respectively, form Z-shape steel web between two Z-shape steel edges of a wing,
Two Z-shape steel edges of a wing are each perpendicular to Z-shape steel web and are distributed in the two sides of Z-shape steel web, and the end on each Z-shape steel edge of a wing is prolonged
The Z-shape steel crimping being connected with towards bending among Z-shape steel web is stretched, each Z-shape steel crimping is each parallel to Z-shape steel web.
Multiple Z-shape steels along it is same it is arranged in a straight line be sequentially connected composition steel plate shear force wall, and make all Z-shape steel webs same
In one plane, is symmetrically connected between two adjacent Z-shape steels, contacted between the Z-shape steel flange surfaces of adjacent Z-shape steel and pass through company
Welding seam is welded and fixed to form Y shape.
Steel column is being respectively welded steel plate shear force wall connecting plate with the junction of steel plate shear force wall, girder steel and girder steel is connect
Plate, steel column are connect and are welded and fixed with bolt of steel plate shear wall by steel plate shear force wall connecting plate；Steel column passes through girder steel connecting plate
It is bolted and is welded and fixed with girder steel.
The upper end of steel plate shear force wall and the lower surface of girder steel pass through factory's weld seam of steel plate shear force wall and girder steel in factory
It is welded to form a standard component component, the lower end of steel plate shear force wall and another standard component component are at the scene after the installation is completed
It is welded by the field welding of steel plate shear force wall and girder steel；Total component of girder steel and steel plate shear force wall composition is connected to steel column again
Together.
Attachment weld is fillet weld, and the Z-shape steel edge of a wing of adjacent Z-shape steel passes through fillet weld seam together, adjacent Z-shape steel
Z-shape steel crimping passes through fillet weld seam together.
The both ends of steel plate shear force wall are equipped with the bolt hole for connecting steel column, and steel plate shear force wall passes through bolt hole and steel plate
Shear wall connecting plate is bolted so that steel plate shear force wall is connect with steel column.
Steel plate shear force wall connecting plate and girder steel connecting plate are provided with connecting hole, and girder steel is at the position of corresponding girder steel connecting plate
It is provided with multiple connecting holes.
The beneficial effects of the utility model are embodied in:
1, component component is industrialized, simple processing: steel plate wall is made of Z-shape steel, and Z-shape steel, which belongs to steel mill, directly to give birth to
The standard industrial product forms of production.The production process of steel construction is simple, only needs mutually and welds.
2, the deformation in sheet metal Z-shape steel manufacturing process is controllable: since Z-shape steel is by machinery equipment automated production, life
Production process passes through strict design and correction, so the deformation of product is controllable.It is welded to form steel plate wall process by multiple Z-shape steels,
Since the web width-thickness ratio of Z-shape steel is relatively small, and there is the constraint of the edge of a wing and crimping, the outer residual deformation of integral face is smaller.
3, it forms two-sided alternate ribbed stiffener: having automatically formed the ribbed stiffener of steel plate wall, nothing by the edge of a wing and crimping of Z-shape steel
The production process that ribbed stiffener need to further be increased, simplifies manufacture craft, while improving the lateral stability carrying of steel plate wall
Power.
Detailed description of the invention
Fig. 1 is the section building block schematic diagram of Z-shape steel；
Fig. 2 is two neighboring Z-shape steel attachment weld partial schematic diagram；
The schematic diagram for the shear wall that Fig. 3 is made of multiple Z-shape steels；
The component component elevation that Fig. 4 steel plate wall girder steel factory is welded to form；
Fig. 5 is steel column and steel plate shear force wall connecting plate, girder steel connecting plate elevation；
Fig. 6 is girder steel, steel plate shear force wall, the elevation between steel column after assembled in situ connection；
Fig. 7 is girder steel, steel plate shear force wall, the sectional view between steel column after assembled in situ connection.
In figure: 1, Z-shape steel crimping；2, the Z-shape steel edge of a wing；3, Z-shape steel web；4, Z-shape steel；5, attachment weld；6, bolt hole；
7, girder steel；8, factory's weld seam of steel plate shear force wall and girder steel；9, the field welding of steel plate shear force wall and girder steel；10, steel column；11,
Steel plate shear force wall connecting plate；12, girder steel connecting plate.
Specific embodiment
The present invention will be further described with embodiment with reference to the accompanying drawing.
As shown in Figure 1, Z-shape steel forms Z-type by clod wash by one block of steel plate, section is respectively Z-shape steel web 3, the Z-shape steel wing
Edge 2 and Z-shape steel crimping 1, the both ends of steel plate are bent to form two Z-shape steel edges of a wing 2 towards opposite both direction respectively, are located at two
Steel plate between the Z-shape steel edge of a wing 2 forms Z-shape steel web 3, and two Z-shape steel edges of a wing 2 are each perpendicular to Z-shape steel web 3, two Z-shape steels
The edge of a wing 2 is bent in opposite direction so that two Z-shape steel edges of a wing 2 are distributed in the two sides of Z-shape steel web 3, each Z-shape steel edge of a wing 2
End extends the Z-shape steel crimping 1 being connected with towards bending among Z-shape steel web 3, and each Z-shape steel crimping 1 is each parallel to Z-type
Steel web 3.The Z-shape steel edge of a wing 2 that each Z-shape steel crimping 1 is respectively connected both perpendicular to it.Z-shape steel crimping 1 and Z-shape steel abdomen
Plate 3 is located at the same side on the Z-shape steel edge of a wing 2 that it is respectively connected.
As shown in Figure 2 and Figure 3, multiple Z-shape steels 4 along it is same it is arranged in a straight line be sequentially connected composition steel plate shear force wall, and make institute
There is Z-shape steel web 3 in the same plane, is symmetrically connected between two adjacent Z-shape steels 4, the Z-shape steel edge of a wing 2 of adjacent Z-shape steel 4
It is contacted between surface and is welded and fixed to form Y shape by attachment weld 5.Due to multiple Z-shape steels 4 thus interlaced arrangement, adjacent two
2 phase of the edge of a wing of a Z-shape steel 4 and together, and by attachment weld 5 by mutually and the both sides on the edge of a wing 2 weld so that multiple Z-types
Steel 4 forms the steel plate wall that can bear edge shear stresses, pressure, and the edge of a wing 2 and crimping 1 are alternately distributed in the two sides of steel plate wall, are formed
Prevent the ribbed stiffener of steel plate wall unstability.Therefore the utility model no longer needs to further increase the production process of ribbed stiffener.
In specific implementation, attachment weld 5 is fillet weld, and the Z-shape steel edge of a wing 2 of adjacent Z-shape steel 4 is by fillet weld seam one
It rises, the Z-shape steel crimping 1 of adjacent Z-shape steel 4 passes through fillet weld seam together.
As shown in Fig. 4, Fig. 5, Fig. 6, Z-shape steel 4 is located in the steel structure frame that girder steel 7 and steel column 10 are constituted, and steel column 10 exists
Steel plate shear force wall connecting plate 11 and girder steel connecting plate 12, steel plate shearing are respectively welded with the junction of steel plate shear force wall, girder steel 7
Wall connecting plate 11 and girder steel connecting plate 12 are provided with connecting hole, and girder steel 7 is provided with multiple at the position of corresponding girder steel connecting plate 12
Connecting hole, steel column 10 are bolted and are welded and fixed with girder steel 7 by girder steel connecting plate 12.
As shown in fig. 7, the both ends of steel plate shear force wall are equipped with the bolt hole 6 for connecting steel column 10, steel plate shear force wall is logical
Bolt hole 6 is crossed to be bolted with steel plate shear force wall connecting plate 11 so that steel plate shear force wall is connect with steel column 10.Steel column 10 is logical
Steel plate shear force wall connecting plate 11 is crossed to connect and be welded and fixed with bolt of steel plate shear wall.
The work progress of the utility model is specific as follows:
As shown in fig. 6, the upper end of steel plate shear force wall and the lower surface of girder steel 7 are welded in factory by factory's weld seam 8
Form standard component component together, the lower end of steel plate shear force wall and another standard component component are at the construction field (site) after the installation is completed
It is welded by the field welding 9 of steel plate shear force wall and girder steel 7.
Building-site steel column 10 passes through respective company after the installation is completed, by total component that girder steel 7 and steel plate shear force wall form
Hole is connect to link together with steel column 10.Girder steel 7 is connect by bolt with girder steel connecting plate 12, and and by the both ends edge of a wing of girder steel 7
It is welded with steel column 10.The bolt hole 6 of steel plate shear force wall is connected to by bolt with the steel plate shear force wall connecting plate 11 on steel column 10
Together, and by connecting plate 11 with steel plate wall weld together.
Multiple Z-shape steels alternately phase and the industrialization steel plate shear force wall being welded to form is consequently formed, and industry can be passed through
The mode of change produces ultra-thin steel sheet shear wall, during multiple Z-shape steels are welded to form steel plate wall, since the web of Z-shape steel is wide
Thickness rate is relatively small, and has the constraint of the edge of a wing and crimping, will not generate biggish residual deformation.
Claims (5)
1. a kind of industrialization steel plate shear force wall being made of Z-shape steel, including girder steel (7) and steel column (10), girder steel (7) and steel column
(10) steel structure frame is formed, it is characterised in that: further include Z-shape steel (4), Z-shape steel (4) is located at girder steel (7) and steel column (10) structure
At steel structure frame in；Z-shape steel (4) is mainly made of Z-shape steel web (3), the Z-shape steel edge of a wing (2) and Z-shape steel crimping (1), steel
The both ends of plate are bent to form two Z-shape steel edges of a wing (2) towards opposite both direction respectively, are formed between two Z-shape steel edges of a wing (2)
Z-shape steel web (3), two Z-shape steel edges of a wing (2) are each perpendicular to Z-shape steel web (3) and are distributed in the two sides of Z-shape steel web (3),
The end of each Z-shape steel edge of a wing (2) extends the Z-shape steel crimping (1) being connected with towards bending among Z-shape steel web (3), each
Z-shape steel crimping (1) is each parallel to Z-shape steel web (3)；Multiple Z-shape steels (4) are cut along the same composition steel plate arranged in a straight line that is sequentially connected
Power wall, and make all Z-shape steel webs (3) in the same plane, it is symmetrically connected between two adjacent Z-shape steels (4), adjacent Z
It is contacted between the Z-shape steel edge of a wing (2) surface of fashioned iron (4) and is welded and fixed to form Y shape by attachment weld (5)；Steel column (10) exists
Steel plate shear force wall connecting plate (11) and girder steel connecting plate (12), steel are respectively welded with the junction of steel plate shear force wall, girder steel (7)
Column (10) is connect and is welded and fixed with bolt of steel plate shear wall by steel plate shear force wall connecting plate (11)；Steel column (10) passes through girder steel
Connecting plate (12) is bolted and is welded and fixed with girder steel (7).
2. a kind of industrialization steel plate shear force wall being made of Z-shape steel according to claim 1, it is characterised in that: described
The upper end of steel plate shear force wall and the lower surface of girder steel (7) are welded in factory by factory's weld seam (8) of steel plate shear force wall and girder steel
One standard component component of composition is connect, the lower end of steel plate shear force wall leads to after the installation is completed at the scene with another standard component component
The field welding (9) for crossing steel plate shear force wall and girder steel welds；Girder steel (7) and steel plate shear force wall composition total component again with steel column
(10) it links together.
3. a kind of industrialization steel plate shear force wall being made of Z-shape steel according to claim 1, it is characterised in that: described
Attachment weld (5) is fillet weld, and the Z-shape steel edge of a wing (2) of adjacent Z-shape steel (4) passes through fillet weld seam together, adjacent Z-shape steel
(4) Z-shape steel crimping (1) passes through fillet weld seam together.
4. a kind of industrialization steel plate shear force wall being made of Z-shape steel according to claim 1, it is characterised in that: steel plate is cut
The both ends of power wall are equipped with the bolt hole (6) for connecting steel column (10), and steel plate shear force wall is sheared by bolt hole (6) and steel plate
Wall connecting plate (11) is bolted so that steel plate shear force wall is connect with steel column (10).
5. a kind of industrialization steel plate shear force wall being made of Z-shape steel according to claim 1, it is characterised in that: steel plate is cut
Power wall connecting plate (11) and girder steel connecting plate (12) are provided with connecting hole, position of the girder steel (7) in corresponding girder steel connecting plate (12)
Place is provided with multiple connecting holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821994189.0U CN209244018U (en) | 2018-11-29 | 2018-11-29 | A kind of industrialization steel plate shear force wall being made of Z-shape steel |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821994189.0U CN209244018U (en) | 2018-11-29 | 2018-11-29 | A kind of industrialization steel plate shear force wall being made of Z-shape steel |
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| CN209244018U true CN209244018U (en) | 2019-08-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386071A (en) * | 2018-11-29 | 2019-02-26 | 杭州铁木辛柯建筑结构设计事务所有限公司 | The industrialization steel plate shear force wall being made of Z-shape steel |
-
2018
- 2018-11-29 CN CN201821994189.0U patent/CN209244018U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386071A (en) * | 2018-11-29 | 2019-02-26 | 杭州铁木辛柯建筑结构设计事务所有限公司 | The industrialization steel plate shear force wall being made of Z-shape steel |
| CN109386071B (en) * | 2018-11-29 | 2023-11-24 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Industrialized steel plate shear wall composed of Z-shaped steel |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: XingKong Lvzhu (Zhejiang) Technology Co.,Ltd. Assignor: HANGZHOU TIMUR XINKE BUILDING STRUCTURE DESIGN OFFICE CO.,LTD. Contract record no.: X2021330000614 Denomination of utility model: An industrial steel plate shear wall composed of Z-shaped steel Granted publication date: 20190813 License type: Common License Record date: 20211028 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: LINHAI NO 4 BUILDING ENGINEERING Co.,Ltd. Assignor: HANGZHOU TIMUR XINKE BUILDING STRUCTURE DESIGN OFFICE CO.,LTD. Contract record no.: X2022330000520 Denomination of utility model: An industrialized steel plate shear wall composed of Z-shaped steel Granted publication date: 20190813 License type: Common License Record date: 20220913 |