CN208105594U - A kind of combined steel plate shear force wall and its steel member - Google Patents
A kind of combined steel plate shear force wall and its steel member Download PDFInfo
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- CN208105594U CN208105594U CN201820325511.4U CN201820325511U CN208105594U CN 208105594 U CN208105594 U CN 208105594U CN 201820325511 U CN201820325511 U CN 201820325511U CN 208105594 U CN208105594 U CN 208105594U
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Abstract
The utility model relates to a kind of combined steel plate shear force wall and its steel members.Wherein, the combined steel plate shear force wall steel member includes H profile steel that is several vertically arranged and being mutually permanently connected and/or the first fashioned iron, first fashioned iron includes the web of two blocks of wing plates disposed in parallel and the setting of two pieces of perpendicular webs, when the H profile steel and/or the first fashioned iron are connected with each other, the outer surface of the same side wing of the H profile steel and/or the first fashioned iron is in the same plane and constitutes the outer surface of steel plate shear force wall, hole is offered on the web of the H profile steel and/or the first fashioned iron, the cavity that the hole isolates web is interconnected.The novel compositions shape steel plate shear wall globality is stronger, and processing and fabricating is convenient, reduces welding workload, saves steel using amount.
Description
Technical field
The utility model belongs to construction engineering technical field, in particular to a kind of combined steel plate shear force wall and its steel structure
Part.
Background technique
Conventional compound shear wall is arranged in floor Vierendeel girder and frame intercolumniation, and steel plate passes through welding or bolt and frame
Beam and frame column connection；Concrete parts are then connect by prefabricated or cast in situs method with steel plate, major function be for
Improve the buckling bearing capacity of steel plate.Such steel plate shear force wall is mainly used to resist horizontal force, does not undertake or part undertakes vertical force.
The patent of Patent No. CN203080736U proposes one kind and forms box steel plate by several " H " shaped steel combinations thus
Shear wall is to overcome the above shortcomings.But the concrete of each warehouse of this type box steel plate shear force wall is independent of one another, cannot cooperate with
Work, calculation assumption box steel plate shear force wall internal partition are not involved in shearing resistance, cause steel using amount larger, and welding workload is big.
Utility model content
The technical problem to be solved by the present invention is to：How a kind of combined steel plate shear force wall and its steel structure are provided
Part cooperates so that the concrete in shear wall communicates with each other while reducing steel plate dosage and welding capacity.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution.
A kind of combined steel plate shear force wall steel member, which is characterized in that including several vertically arranged and be mutually permanently connected
H profile steel and/or the first fashioned iron, first fashioned iron include two blocks of wing plates disposed in parallel and two pieces of perpendicular webs setting abdomen
When plate, the H profile steel and/or the first fashioned iron are connected with each other, the outside table of the same side wing of the H profile steel and/or the first fashioned iron
Face is in the same plane and constitutes the outer surface of steel plate shear force wall, opens up on the web of the H profile steel and/or the first fashioned iron
There is hole, the cavity that the hole isolates web is interconnected.
In this way, wherein the wall suitable for large span of the first fashioned iron, span wall relatively same in this way use the first type
Steel is longer compared to what the length with H profile steel, the first fashioned iron can be set, and H profile steel need it is multiple welding can be only achieved it is same
Length, therefore select its welding capacity of the scheme constructs shear wall of the first fashioned iron less, difficulty of processing is lower, and quality is easier to ensure.H-type
Steel and being used cooperatively for the first fashioned iron are mainly applicable in different wall length, mostly by the first fashioned iron and H profile steel in actual production
As component, its size is certain, passes through the H profile steel of different number and the first fashioned iron when being applicable in various sizes of shear wall in this way
Assemble solution.Fashioned iron and square steel tube are surrounded cavity and constitute an entirety, so each storehouse of shear wall by the setting in hole on web
The concrete of room is interconnected, and cooperates.While the setting in hole reduces the overall weight of steel member on web, reduces use
Steel amount.
Preferably, further including the square steel tube as constraint frame, the quantity of square steel tube is at least two, and the square steel tube is perpendicular
To setting, the H profile steel and/or the first fashioned iron are fixedly welded between the two sides of two square steel tube faces.
In this way, square steel tube facilitates it to connect with horizontal steel member as frame constraint.
Preferably, the quantity of the square steel tube is three, steel member constitutes L font, and L font is arranged in the square steel tube
On three endpoints.
In this way, aforesaid way discloses a kind of specific structure of steel member, the endpoint of L-shaped is located between three square steel tubes
On, two section of length has a certain number of H profile steels and the first fashioned iron on demand between any two square steel tube.
Preferably, the quantity of the square steel tube is four, steel member constitutes zigzag or C font or T-shaped, the square steel
Pipe is arranged on zigzag or C font or T-shaped four endpoints.
In this way, aforesaid way discloses a kind of common specific structure of steel member, it is located at Z or C between four square steel tubes
Or on T-shaped endpoint, two section of length has a certain number of H profile steels and the first fashioned iron on demand between any two square steel tube.
Preferably, the quantity of the square steel tube is five, steel member constitutes cross, and five square steel tubes are arranged ten
On five endpoints of font.
In this way, aforesaid way discloses a kind of specific structure of steel member, it is located at criss-cross endpoint between five square steel tubes
On, two section of length has a certain number of H profile steels and the first fashioned iron on demand between any two square steel tube.
Preferably, the quantity of the square steel tube is six, steel member composition is I-shaped, and six square steel tubes are arranged in work
On six endpoints of font.
Preferably, the connector being fixedly welded uses welding with backing, welding uses backing plate position in the cavity.
In this way, welding with backing reaches first-order weld requirement, and then ensure the overall dimensions of frame convenient for control weld size.
Preferably, the hole opened up on the web of the H profile steel and/or the first fashioned iron that are arranged between two square steel tubes is in
Quincunx distribution.
In this way, the hole of blossom type arrangement reinforces the globality of concrete within the walls in this way after casting concrete.
A kind of combined steel plate shear force wall, including such as the described in any item combined steel plate shear force wall steel of claim 1-8
Component；Concrete has been poured in the cavity of the combined steel plate shear force wall steel member.
In this way, the shear wall obtained using the steel member of above structure, concrete passes through welding the first fashioned iron of honeycomb within the walls
And the hole of H profile steel is linked together, and strengthens globality；Reduce the steel using amount 20% of the first fashioned iron within the walls and the web of H profile steel
More than, economic performance is superior；Welding the first fashioned iron of honeycomb can reduce the splicing welding joint 40% or so of wall, reduce welding workload；
Clod wash square steel tube can be used as the constraint frame of steel plate wall, play effect of contraction to full wafer wall；Clod wash square steel tube is convenient and horizontal
Steel member just connects in succession.
Preferably, the concrete poured in the cavity of the combined steel plate shear force wall steel member be normal concrete,
Self-compacting concrete or high-strength concrete.
In this way, different concrete can select to use according to different operating conditions, expand the shear wall scope of application.
Detailed description of the invention
Fig. 1 is the floor map and diagrammatic cross-section of the utility model embodiment one；
Fig. 2 is the sectional view along A-A of Fig. 1；
Fig. 3 is the B-B direction cross-sectional view of Fig. 1；
Fig. 4 is the floor map of the utility model embodiment two；
Fig. 5 is the floor map of the utility model embodiment three；
Fig. 6 is the floor map of the utility model embodiment four；
Fig. 7 is the floor map of the utility model embodiment five；
Fig. 8 is the floor map of the utility model embodiment six；
Fig. 9 is the floor map of the utility model embodiment seven.
Wherein, 1 it is square steel tube, 2 be the first fashioned iron, 3 be H profile steel, 4 be concrete, 5 be web, 6 is wing plate.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
A kind of combined steel plate shear force wall and its steel member, including H profile steel 3 that is several vertically arranged and being mutually permanently connected
And/or first fashioned iron 2, first fashioned iron 2 include two blocks of wing plates 6 disposed in parallel and the web that two pieces of perpendicular webs 6 are arranged
5, when the H profile steel 3 and/or the first fashioned iron 2 are connected with each other, outside the same side wing 6 of the H profile steel 3 and/or the first fashioned iron 2
Side surface is in the same plane and constitutes the outer surface of steel plate shear force wall, the web 5 of the H profile steel 3 and/or the first fashioned iron 2
On offer hole, the cavity that the hole isolates web 5 be interconnected.Refering to fig. 1,2 and 3, it wraps in example 1
Include two square steel tubes 1, two the first fashioned iron 2, the first fashioned iron packet 2 include at least two pieces of width be 5 compartment of 200mm web away from
With two blocks of wing plates 6 by being welded, the quincunx scheme of hole as shown in Fig. 2 on web is arranged 200mm；First and H
Two kinds of fashioned iron of shape erect arrangement, and the edge of a wing is linked to be linear type by groove butt welding；It is poured in the cavity that two kinds of fashioned iron surround mixed
Solidifying soil 4,4 through hole of concrete is linked together；Constraint frame of the casting concrete as full wafer steel plate wall in square steel tube；Concrete
It can be normal concrete, self-compacting concrete or high-strength concrete.
In this way, square steel tube constrains the wall suitable for large span of wherein the first fashioned iron as frame, it is relatively same in this way
Span wall, it is longer compared to what the length with H profile steel, the first fashioned iron can be set using the first fashioned iron, and H profile steel needs are more
A welding can be only achieved same length, therefore select its welding capacity of the scheme constructs shear wall of the first fashioned iron less, and difficulty of processing is more
Low, quality is easier to ensure.H profile steel and being used cooperatively for the first fashioned iron are mainly applicable in different wall length, in actual production
Mostly using the first fashioned iron and H profile steel as component, its size is certain, passes through different numbers when being applicable in various sizes of shear wall in this way
The H profile steel of amount and the first fashioned iron assemble solution.On web the setting in hole by fashioned iron and square steel tube surround cavity constitute one it is whole
The concrete of body, so each warehouse of shear wall is interconnected, and cooperates.The setting in hole reduces steel member on web simultaneously
Overall weight, reduce steel using amount.
Referring to Fig. 4, in example 2, the quantity of square steel tube 1 is three, and line constitutes L-shaped between three square steel tubes 1.
Shear wall includes three square steel tubes 1, and three the first fashioned iron 2, two H profile steels 3, three kinds of fashioned iron, which are erect, to be arranged, is docked by groove
Weldering is linked to be L shape；Other same forms of implementation one.
Aforesaid way discloses a kind of specific structure of steel member, is located on the endpoint of L-shaped between three square steel tubes, appoints
Anticipating between two square steel tubes, two section of length has a certain number of H profile steels and the first fashioned iron on demand.
Referring to Fig. 5, in the third embodiment, the quantity of square steel tube 1 is four, and line constitutes zigzag between four square steel tubes 1.
Four square steel tubes 1, four the second fashioned iron 2, three H profile steels, 3 three kinds of fashioned iron erect arrangement, are linked to be zigzag by groove butt welding；
Other same forms of implementation one.
Referring to Fig. 6, in example IV, the quantity of square steel tube 1 is four, and line structure is C-shaped between four square steel tubes 1.
Four square steel tubes 1, four the first fashioned iron 2, a H profile steel 3, three kinds of fashioned iron erect arrangement, are linked to be " C " by groove butt welding
Shape；Other same forms of implementation one.
Referring to Fig. 7, in embodiment five, the quantity of square steel tube 1 is four, and line is constituted T-shaped between four square steel tubes 1.
Four square steel tubes 1, four the first fashioned iron 2, a H profile steel 3, three kinds of fashioned iron erect arrangement, are linked to be T word by groove butt welding
Shape；Other same forms of implementation one.
Referring to Fig. 8, in embodiment six, the quantity of square steel tube 1 is five, and line is constituted T-shaped between five square steel tubes 1.
Five square steel tubes 1, four the first fashioned iron 2, four H profile steels 3, three kinds of fashioned iron erect arrangement, are linked to be " ten " by groove butt welding
Font；Other same forms of implementation one.
Referring to Fig. 9, in embodiment seven, the quantity of square steel tube 1 is six, and line is constituted I-shaped between six square steel tubes 1.
Six square steel tubes 1, six the first fashioned iron 2, a H profile steel 3, three kinds of fashioned iron erect arrangement, are linked to be " work " by groove butt welding
Font；Other same forms of implementation one.
In the above-described embodiments preferably, the connector being fixedly welded uses backing plate groove welding, welding is located at institute with backing plate
It states in cavity.
In this way, welding with backing reaches first-order weld requirement, and then ensure the whole of shear wall steel member convenient for control weld size
Body size.
Claims (10)
1. a kind of combined steel plate shear force wall steel member, which is characterized in that including H that is several vertically arranged and being mutually permanently connected
Fashioned iron and/or the first fashioned iron, first fashioned iron include the web of two blocks of wing plates disposed in parallel and the setting of two pieces of perpendicular webs,
When the H profile steel and/or the first fashioned iron are connected with each other, the outer surface position of the same side wing of the H profile steel and/or the first fashioned iron
In on the same plane and outer surface of composition steel plate shear force wall, offered on the web of the H profile steel and/or the first fashioned iron
Hole, the cavity that the hole isolates web are interconnected.
2. combined steel plate shear force wall steel member as described in claim 1, which is characterized in that further include as constraint frame
Square steel tube, the quantity of square steel tube are at least two, and the square steel tube is vertically arranged, and the H profile steel and/or the first fashioned iron are fixedly welded
Between the two sides of two square steel tube faces.
3. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that the quantity of the square steel tube is
Three, steel member constitutes L font, and the square steel tube is arranged on three endpoints of L font.
4. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that the quantity of the square steel tube is
Four, steel member constitutes zigzag or C font or T-shaped, and zigzag or C font or T-shaped four ends are arranged in the square steel tube
Point on.
5. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that the quantity of the square steel tube is
Five, steel member constitutes cross, and five square steel tubes are arranged on criss-cross five endpoints.
6. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that the quantity of the square steel tube is
Six, steel member composition is I-shaped, and six square steel tubes are arranged on six I-shaped endpoints.
7. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that the connector being fixedly welded is using pad
Plate weldering, welding use backing plate position in the cavity.
8. combined steel plate shear force wall steel member as claimed in claim 2, which is characterized in that set between two square steel tubes
The hole opened up on the web of the H profile steel and/or the first fashioned iron set is in quincunx distribution.
9. a kind of combined steel plate shear force wall, which is characterized in that including the described in any item combination shape steel plates of such as claim 1-8
Shear wall steel member；Concrete has been poured in the cavity of the combined steel plate shear force wall steel member.
10. combined steel plate shear force wall as claimed in claim 9, which is characterized in that the combined steel plate shear force wall steel structure
The concrete poured in the cavity of part is normal concrete, self-compacting concrete or high-strength concrete.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820325511.4U CN208105594U (en) | 2018-03-09 | 2018-03-09 | A kind of combined steel plate shear force wall and its steel member |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820325511.4U CN208105594U (en) | 2018-03-09 | 2018-03-09 | A kind of combined steel plate shear force wall and its steel member |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109434315A (en) * | 2018-12-13 | 2019-03-08 | 浙江精工钢结构集团有限公司 | A kind of processing technology thereof of Contiuum type cabinet shear wall structure |
| CN110424623A (en) * | 2019-08-20 | 2019-11-08 | 浙江大学建筑设计研究院有限公司 | Steel plate combined shear wall, outer framework and the preparation method that honeycomb partition is staggered in arrangement |
| CN110439176A (en) * | 2019-08-20 | 2019-11-12 | 浙江大学建筑设计研究院有限公司 | A kind of steel plate combined shear wall and preparation method based on side aperture partition |
| CN112432563A (en) * | 2020-10-30 | 2021-03-02 | 南京理工大学 | Piston type multi-shot series connection launching structure |
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2018
- 2018-03-09 CN CN201820325511.4U patent/CN208105594U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109434315A (en) * | 2018-12-13 | 2019-03-08 | 浙江精工钢结构集团有限公司 | A kind of processing technology thereof of Contiuum type cabinet shear wall structure |
| CN109434315B (en) * | 2018-12-13 | 2021-07-16 | 浙江精工钢结构集团有限公司 | Processing and manufacturing process of integrated box shear wall structure |
| CN110424623A (en) * | 2019-08-20 | 2019-11-08 | 浙江大学建筑设计研究院有限公司 | Steel plate combined shear wall, outer framework and the preparation method that honeycomb partition is staggered in arrangement |
| CN110439176A (en) * | 2019-08-20 | 2019-11-12 | 浙江大学建筑设计研究院有限公司 | A kind of steel plate combined shear wall and preparation method based on side aperture partition |
| CN110439176B (en) * | 2019-08-20 | 2023-09-22 | 浙江大学建筑设计研究院有限公司 | Steel plate composite shear wall based on side perforated partition plate and preparation method |
| CN110424623B (en) * | 2019-08-20 | 2024-01-26 | 浙江大学建筑设计研究院有限公司 | Steel plate composite shear wall with staggered honeycomb partition plates, outer frame and preparation method |
| CN112432563A (en) * | 2020-10-30 | 2021-03-02 | 南京理工大学 | Piston type multi-shot series connection launching structure |
| CN112432563B (en) * | 2020-10-30 | 2024-01-09 | 南京理工大学 | Piston type multi-projectile series connection transmitting structure |
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