CN208088587U - A kind of assembling steel plate compound shear wall - Google Patents
A kind of assembling steel plate compound shear wall Download PDFInfo
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- CN208088587U CN208088587U CN201820174096.7U CN201820174096U CN208088587U CN 208088587 U CN208088587 U CN 208088587U CN 201820174096 U CN201820174096 U CN 201820174096U CN 208088587 U CN208088587 U CN 208088587U
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Abstract
The utility model is suitable for building structure technology field, provides a kind of assembling steel plate compound shear wall.The shear wall includes steel box column, square steel body, concrete and steel coupling beam, the both ends of square steel body are welded on steel box column, steel coupling beam is welded between adjacent steel box column, square steel body includes two pieces of encased steel plates, two pieces of stiffened steel plates and several reinforcers, two pieces of encased steel plates are symmetrical arranged in parallel to each other, two pieces of stiffened steel plates are arranged in parallel, two pieces of stiffened steel plates are vertically welded in spaced reciprocally between two pieces of encased steel plates, the end that the both ends of encased steel plate protrude from stiffened steel plates forms the overhanging edge of a wing, the end on the overhanging edge of a wing is welded in the side edge edge of steel box column, it is welded with several reinforcers on two opposite faces of two pieces of encased steel plates, the casting concrete in steel box column and square steel body.The utility model has the advantages that easy for construction, welding capacity is small, stress performance is good and at low cost.
Description
Technical field
The utility model belongs to building structure technology field more particularly to a kind of assembling steel plate compound shear wall.
Background technology
Shear wall is as a kind of novel lateral resistant member, and high capacity, anti-side rigidity are big, energy dissipation capacity is good, in superelevation
There is good application prospect in layer building.Shear wall does not need formwork supporting plate, speed of application compared with concrete shear force wall
Soon, wall thickness is thin, and can effectively reduce dead load.
Existing shear wall generally comprises the steel plate combined shear wall of both sides setting split bolt, and such wall is because of drawknot side
The reason of formula, bolt are stretched out from metope, cause metope out-of-flatness, cause decoration difficult, and it is cumbersome to construct.Shear wall in recent years
Structure is to be welded to each other to form several cavity bodies by components such as a large amount of H-shaped, U-shaped, T shapes, C-shapeds, or pass through tension member mostly
Two blocks of steel plates are welded to form wall, there are welding job amount is big, construction is inconvenient, and stress performance is bad, and steel using amount is big etc.
Disadvantage.
Utility model content
The utility model embodiment technical problem to be solved is to provide a kind of assembling steel plate compound shear wall, purport
Big, construction is inconvenient, stress performance is bad and steel using amount is big solving shear wall in the prior art there are welding job amounts
Problem.
The utility model embodiment, which is achieved in that, provides a kind of assembling steel plate compound shear wall comprising several
Steel box column, several square steel bodies, concrete and several steel coupling beams；The both ends of the square steel body are welded on the box steel
On column, the steel coupling beam is welded between the adjacent steel box column, the square steel body adds including two pieces of encased steel plates, two pieces
Strength steel plate and several reinforcers, described two pieces of encased steel plates are symmetrical arranged in parallel to each other, described two pieces of stiffened steel plates
Arranged in parallel, two pieces of stiffened steel plates are vertically welded in spaced reciprocally between two pieces of encased steel plates, described outer
The end that the both ends of steel plated protrude from the stiffened steel plates forms the overhanging edge of a wing, and the end on the overhanging edge of a wing is welded in institute
The side edge edge of steel box column is stated, is welded with several reinforcers on two opposite faces of two pieces of encased steel plates, described two
Block encased steel plate constitutes first inner chamber with two pieces of stiffened steel plates, and the overhanging edge of a wing, stiffened steel plates and steel box column are constituted
Second inner chamber pours the concrete in the first inner chamber and second inner chamber.
Further, the reinforcer is peg or T-type ribbed stiffener.
Further, several reinforcers are located in the first inner chamber.
Further, several reinforcers are evenly distributed on the encased steel plate.
Further, the cross-sectional area of the first inner chamber is bigger than the cross-sectional area of second inner chamber, the second inner chamber two
The cross-sectional area of two first inner chambers of side is equal.
Further, the wall thickness of the steel box column is more than the thickness of encased steel plate.
Further, the steel coupling beam is in box.
Compared with prior art, advantageous effect is the utility model embodiment：The utility model passes through on encased steel plate
Overhanging top flange be welded in the side edge edge of steel box column, and weld reinforcer on encased steel plate, pass through stiffened steel plates
Between the encased steel plate that vertical welding is mutually parallel in two pieces, encased steel plate constitutes the square that overall structure is stablized with stiffened steel plates
Steel body；The casting concrete in square steel body and steel box column welds steel connection, to form steel between adjacent steel box column
Board group combination shearing wall has the advantages that easy for construction, welding capacity is small, stress performance is good and at low cost.
Description of the drawings
Fig. 1 is the assembling steel plate compound shear wall cutting structural schematic diagram that the utility model embodiment provides；
Fig. 2 is the assembling steel plate compound shear wall main structure diagram that the utility model embodiment provides；
Fig. 3 is the square steel body planar structure schematic diagram in Fig. 1；
Fig. 4 is the steel box column and square steel body attachment structure schematic diagram that the utility model embodiment one provides；
Fig. 5 is the steel box column and square steel body attachment structure schematic diagram that the utility model embodiment two provides.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As shown in Figures 1 to 5, it is the assembling steel plate compound shear wall of the utility model embodiment offer.The shear wall
Including several steel box columns 1, several square steel bodies 2, several steel coupling beams 3 and concrete 4 in box, the two of square steel body 2
End is welded on by groove penetration on steel box column 1, and steel coupling beam 3, structure are welded by groove penetration between adjacent steel box column 1
Into a single integrated structure coupled wall.The steel box column 1 is for bearing moment of flexure, and square steel body 2 is for bearing horizontal shear force.Wherein,
Square steel body 2 includes two pieces of encased steel plates, 21, two pieces of stiffened steel plates 22 and several reinforcers 23, and two pieces of encased steel plates 21 are mutual
It is parallelly symmetrical arranged, two pieces of stiffened steel plates 22 are arranged in parallel, and two pieces of stiffened steel plates 22 are vertically welded in parallel to each other
Between two pieces of encased steel plates 21, and respectively close to the both ends of encased steel plate 21, the both ends of encased steel plate 21 protrude from steel of putting more energy into
The end of plate 22 forms the overhanging edge of a wing 210, and the end on the overhanging edge of a wing 210 is welded in the side edge edge of steel box column 1, two pieces of outsourcings
It is welded with several reinforcers 23 on two opposite faces of steel plate 21, two pieces of encased steel plates 21 and two pieces of stiffened steel plates 22 constitute the
One inner cavity 24, several reinforcers 23 are located in first inner chamber 24,21, two pieces of stiffened steel plates 22 of encased steel plate and several reinforcements
Part 23 constitutes a module entirety.The overhanging edge of a wing 210, stiffened steel plates 22 and the steel box column 1 of stiffened steel plates 21 are constituted in second
Equal casting concrete 4 in chamber 25, first inner chamber 24 and second inner chamber 25, the concrete 4 be normal concrete, high-strength concrete,
Lightweight aggregate concrete, self-compacting concrete or regeneration concrete, for bearing longitudinal loading.
In above-described embodiment, reinforcer 23 is peg or T-type ribbed stiffener, and several reinforcers 23 are evenly distributed in Covered with Angles
On plate 21, its spacing meets the stability requirement of encased steel plate 21.Cross of the cross-sectional area of first inner chamber 24 than second inner chamber 25
Sectional area is big, and the cross-sectional area of two first inner chambers 24 of 25 both sides of second inner chamber is equal.The wall thickness of steel box column 1 is more than outsourcing
The thickness of steel plate 21 reduces steel using amount under the premise of meeting rigidity requirement.
As shown in figure 4, being the steel box column 1 and 2 connection structure of square steel body that the utility model embodiment one provides, box
Steel column 1 is welded to each other composition "-" type wall with square steel body 2；As shown in figure 5, the case provided for the utility model embodiment two
Steel column 1 and 2 connection structure of square steel body, steel box column 1 are welded to each other a group l-shaped wall with square steel body 2；In other implementations
In mode, steel box column 1 is welded to each other the wall of composition other shapes with square steel body 2.
In conclusion the assembling steel plate compound shear wall of the utility model has the following advantages that：
(1) encased steel plate 21, stiffened steel plates 22 and reinforcer 23 are welded to form with the overhanging edge of a wing 210 in factory
Integral type square steel body 2 is readily transported and replaces composition "-" type wall or L-type wall successively with steel box column 1 to construction site,
Entirety is welded by groove penetration again, present welding capacity is small and is easy to lift.
(2) side wall of steel box column 1 is welded in by groove penetration by 210 end of the overhanging edge of a wing on encased steel plate 21
Edge can reduce the welding job amount between steel box column 1 and square steel body 2 in the case where meeting integral strength, add
Fast construction speed.
(3) by 22 vertical welding of stiffened steel plates between two pieces of encased steel plates being mutually parallel 21, welding job amount
It is small, and can prevent encased steel plate 21 from deforming.
(4) after the completion of square steel body 2 and steel box column 1 are welded, in square steel body 2, first inner chamber 24 and second inner chamber
Template and scaffold are not necessarily in 25 when casting concrete 4, it is easy for construction；And reinforcer 23 is welded in first inner chamber 24, solution
Determined concrete perfusion 4 when expansion, also solve the problems, such as Shear transfer between encased steel plate 21 and concrete 4 so that outsourcing
Steel plate 21 is combined closely with concrete 4.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement etc., should be included in the utility model made by within the spirit and principle of utility model
Protection domain within.
Claims (7)
1. a kind of assembling steel plate compound shear wall, which is characterized in that including several steel box columns, several square steel bodies, coagulation
Native and several steel coupling beams；The both ends of the square steel body are welded on the steel box column, the adjacent steel box column it
Between weld the steel coupling beam, the square steel body includes two pieces of encased steel plates, two pieces of stiffened steel plates and several reinforcers, described
Two pieces of encased steel plates be symmetrical arranged in parallel to each other, described two pieces of stiffened steel plates are arranged in parallel, and described two pieces are put more energy into
Steel plate is vertically welded in spaced reciprocally between two pieces of encased steel plates, and the both ends of the encased steel plate protrude from described add
The end of strength steel plate forms the overhanging edge of a wing, and the end on the overhanging edge of a wing is welded in the side edge edge of the steel box column, described
Several reinforcers, two pieces of encased steel plates and two blocks of steel of putting more energy into are welded on two opposite faces of two pieces of encased steel plates
Plate constitutes first inner chamber, and the overhanging edge of a wing, stiffened steel plates and steel box column constitute second inner chamber, the first inner chamber and second
The concrete is poured in inner cavity.
2. assembling steel plate compound shear wall as described in claim 1, which is characterized in that the reinforcer is peg or T-type
Ribbed stiffener.
3. assembling steel plate compound shear wall as described in claim 1, which is characterized in that several reinforcers are located at institute
It states in first inner chamber.
4. the assembling steel plate compound shear wall as described in claim 1 or 3, which is characterized in that several reinforcers are equal
It is distributed in evenly on the encased steel plate.
5. assembling steel plate compound shear wall as described in claim 1, which is characterized in that the cross-sectional area of the first inner chamber
Bigger than the cross-sectional area of second inner chamber, the cross-sectional area of two first inner chambers of second inner chamber both sides is equal.
6. assembling steel plate compound shear wall as described in claim 1, which is characterized in that the wall thickness of the steel box column is more than
The thickness of the encased steel plate.
7. assembling steel plate compound shear wall as described in claim 1, which is characterized in that the steel coupling beam is in box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820174096.7U CN208088587U (en) | 2018-01-31 | 2018-01-31 | A kind of assembling steel plate compound shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820174096.7U CN208088587U (en) | 2018-01-31 | 2018-01-31 | A kind of assembling steel plate compound shear wall |
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| Publication Number | Publication Date |
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| CN208088587U true CN208088587U (en) | 2018-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820174096.7U Expired - Fee Related CN208088587U (en) | 2018-01-31 | 2018-01-31 | A kind of assembling steel plate compound shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726880A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Rectangular steel pipe-corrugated steel plate combined wall steel coupling beam coupled wall |
-
2018
- 2018-01-31 CN CN201820174096.7U patent/CN208088587U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726880A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Rectangular steel pipe-corrugated steel plate combined wall steel coupling beam coupled wall |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181113 Termination date: 20210131 |
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| CF01 | Termination of patent right due to non-payment of annual fee |