CN207260374U - A kind of steel concrete compound shear wall - Google Patents
A kind of steel concrete compound shear wall Download PDFInfo
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- CN207260374U CN207260374U CN201721208570.5U CN201721208570U CN207260374U CN 207260374 U CN207260374 U CN 207260374U CN 201721208570 U CN201721208570 U CN 201721208570U CN 207260374 U CN207260374 U CN 207260374U
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- steel
- shear wall
- compound shear
- concrete
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Abstract
The utility model discloses a kind of steel concrete compound shear wall, the steel concrete compound shear wall includes Integral Steel component and two symmetrical end reinforced concrete columns, the both ends of the Integral Steel component are fixedly connected with end reinforced concrete column respectively, the Integral Steel component is equipped with the first strengthening part, and the end reinforced concrete column is equipped with the second strengthening part.The utility model reduces effect of contraction of the steel plate to concrete, enhance the cracking resistance of shear wall in the construction process, lacing wire can pass through in the hole through Integral Steel component, strengthen the globality of both sides distribution bar, eliminate the peg on steel plate, Integral Steel component can be by hole and the enhancing of the channel steel edge of a wing and the connection of concrete, without in addition setting peg.
Description
Technical field
It the utility model is related to the steel-concrete compound shear wall suitable for building field, and in particular to one kind is suitable for
High-rise or super-high building structure steel-concrete compound shear wall.
Background technology
With being skyrocketed through for China's economic, high-rise and high-rise building is rised sheer from level ground like the mushrooms after rain.With building
The raising of increase or the antidetonation earthquake intensity of height, traditional reinforced concrete shear wall have been difficult to meet design requirement.In this background
Under, steel plate-concrete combined shear wall comes into being, and while shear wall mechanical property is improved, thickness of wall body is still thinned,
Welcome be subject to structural engineer.
But since monoblock steel plate is obvious to the effect of restraint of concrete so that shear wall is easy to produce in the construction process
Raw crack.The main improvement steel plate-concrete combined shear in terms of the working measure and in terms of concrete material of unit in charge of construction at present
Problem of Cracking of the wall in construction.In published license or application, it is not yet found that specifically for improving steel plate-mixed
The construction measure or alternative compound shear wall related patents of solidifying local soil type combination shearing wall cracking resistance.
Utility model content
The utility model to solve the above-mentioned problems so that provide it is a kind of improve shear wall mechanical property on the premise of, increase
The steel-concrete combination of the strong cracking resistance of shear wall in the construction process and the globality for strengthening both sides distribution bar is cut
Power wall.
To reach above-mentioned purpose, the technical solution of the utility model is as follows：
A kind of steel-concrete compound shear wall, the steel-concrete compound shear wall include Integral Steel component and two
Symmetrical end reinforced concrete column, the both ends of the Integral Steel component are fixedly connected with end reinforced concrete column respectively, the monoblock type
Steel component is equipped with the first strengthening part, and the end reinforced concrete column is equipped with the second strengthening part.
In a preferred embodiment of the utility model, the Integral Steel component is netted, the Integral Steel group
Part includes several horizontal support members and several vertical support pieces, and horizontal support member is horizontal even away from distribution, vertical supporting successively
Part is vertical even away from distribution successively, and each vertical support piece is respectively with each horizontal support member vertical connection, and horizontal support member is with erecting
To hole can be formed between supporting item.
In a preferred embodiment of the utility model, pass through welding or spiral shell between vertical support piece and horizontal support member
Bolt is fixed.
In a preferred embodiment of the utility model, the horizontal support member and vertical support piece are channel steel or angle steel
Or both channel steel and angle steel combination.
In a preferred embodiment of the utility model, when the horizontal support member and vertical support piece are channel steel, water
Flat supporting item using web it is upward just put mode.
In a preferred embodiment of the utility model, the edge of a wing of each horizontal support member both sides is equipped with some groups of phases
Symmetrical circular hole.
In a preferred embodiment of the utility model, the steel-concrete compound shear wall further includes several drawings
Muscle, each lacing wire may pass through hole.
In a preferred embodiment of the utility model, first strengthening part includes several vertical distribution bars
With several horizontal distribution reinforcing bars, vertical distribution bar is vertical even away from being arranged on Integral Steel component respectively, horizontal distribution steel
Muscle is horizontal even away from being arranged on Integral Steel component respectively.
In a preferred embodiment of the utility model, the end reinforced concrete column is I-shaped.
In a preferred embodiment of the utility model, if second strengthening part including several ends indulge muscle and
Dry end stirrup, the surrounding that muscle is fixed on end reinforcing bar by end stirrup is indulged in these ends.
The beneficial effects of the utility model are：
1st, Integral Steel component instead of steel plate, reduce effect of contraction of the steel plate to concrete, enhances shear wall and exists
Cracking resistance in work progress；
2nd, Integral Steel component instead of steel plate, and lacing wire can pass through in the hole through Integral Steel component, strengthen both sides
The globality of distribution bar；
3rd, the peg on steel plate is eliminated, Integral Steel component can pass through hole and the enhancing of the channel steel edge of a wing and the company of concrete
Connect, without in addition setting peg.
Brief 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, drawings in the following description are 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, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the top view of the utility model；
Fig. 2 is the stereogram of the utility model；
Fig. 3 is the structure diagram of Integral Steel component；
Fig. 4 is the connection diagram of Integral Steel component and end reinforced concrete column；
Fig. 5 is the schematic diagram of Integral Steel component and the position relationship of lacing wire；
Fig. 6 is the structure diagram that circular hole is opened up in horizontal support member.
Embodiment
In order to make the technical means, creative features, achievable purpose and effectiveness that the utility model is realized easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to Fig. 1 to Fig. 6, steel-concrete compound shear wall provided by the utility model, it includes Integral Steel component 1
With two symmetrical end reinforced concrete columns 2.
Integral Steel component 1 is netted, is specifically connected by several horizontal support members 11 and several vertical support pieces 12
Form, horizontal support member 11 is horizontal even vertical even away from distribution, each vertical support piece successively away from distribution, vertical support piece 12 successively
12, respectively with each 11 vertical connection of horizontal support member, can form some between these horizontal support members 11 and vertical support piece 12
A hole.
The Integral Steel component 1 that the structure is formed can be reduced to coagulation relative to the existing steel plate using integral structure
The effect of contraction of soil 8, enhances the cracking resistance of shear wall in the construction process.
It can be fixed between vertical support piece 12 and horizontal support member 11 by welding or bolt, specifically can be according to reality
Depending on demand, it is welded and fixed in this application especially by weld seam 13.
Vertical support piece 12 is combined with horizontal support member 11 for channel steel or angle steel or both channel steel and angle steel, specifically can basis
Depending on actual demand.
In addition, when vertical support piece 12 and horizontal support member 11 be channel steel, horizontal support member 11 using web upwards
Just put mode.
Be equipped with the first strengthening part on Integral Steel component 1, the first strengthening part be used for Integral Steel component 1 into
Row fastening and raising intensity, the first strengthening part include several vertical distribution bars 5 and several horizontal distribution reinforcing bars 6, erect
Vertical even away from being arranged on Integral Steel component 1 respectively to distribution bar 5, horizontal distribution reinforcing bar 6 is horizontal even away from being arranged on respectively
, so can be by 1 surrounding bag of Integral Steel component by vertical distribution bar 5 and horizontal distribution reinforcing bar 6 on Integral Steel component 1
Enclose, so that Integral Steel component 1 is fastened and be improved the intensity of Integral Steel component 1.
In addition, being equipped with some groups of symmetrical circular holes 14 on the edge of a wing of each 11 both sides of horizontal support member, circular hole 14 can
The switching performance between Integral Steel component 1 and concrete eight is improved, so as to further improve the overall cracking resistance of the application.
Furthermore due to the structure that horizontal support member 11 generally channel steel or angle steel or both channel steel and angle steel combine, so
So that there are the edge of a wing in 11 both sides of horizontal support member, the application can strengthen Integral Steel component 1 by the circular hole 14 on the edge of a wing and the edge of a wing
With the switching performance of concrete eight so that the application has saved cost without in addition setting peg to be attached.
The application further includes several lacing wires 7, and each lacing wire 7 may pass through hole and monoblock type on Integral Steel component 1
The vertical distribution bar 5 or horizontal distribution reinforcing bar 6 of 1 surrounding of steel component connect, so as to improve the reinforcement of Integral Steel component 1 and first
Globality between component.
End reinforced concrete column 2, it is fixed at the both ends of Integral Steel component 1, especially by weld seam 9 weld solid
Fixed, it is the intensity for improving 1 both ends of Integral Steel component.
In order to reduce restraint performance of the end reinforced concrete column 2 to concrete eight, end reinforced concrete column 2 is I-shaped.
In addition, its overall support strength is improved equipped with the second strengthening part on end reinforced concrete column 2.
Second strengthening part indulges muscle 3 and several end stirrups 4 including several ends, these ends indulge muscle 3 and pass through end
Portion's stirrup 4 is fixed on the surrounding of end reinforcing bar 2, so as to which end reinforced concrete column 2 is fastened.
The advantages of basic principle and main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Simply illustrate the utility model principle, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed scope is defined by the appending claims and its equivalent thereof.
Claims (10)
1. a kind of steel-concrete compound shear wall, it is characterised in that the steel-concrete compound shear wall includes Integral Steel
Component and two symmetrical end reinforced concrete columns, the both ends of the Integral Steel component are fixedly connected with end reinforced concrete column respectively,
The Integral Steel component is equipped with the first strengthening part, and the end reinforced concrete column is equipped with the second strengthening part.
A kind of 2. steel-concrete compound shear wall according to claim 1, it is characterised in that the Integral Steel component
To be netted, the Integral Steel component includes several horizontal support members and several vertical support pieces, and horizontal support member is successively
Horizontal even away from distribution, vertical support piece is vertically even successively to hang down with each horizontal support member respectively away from distribution, each vertical support piece
It is direct-connected to connect, hole can be formed between horizontal support member and vertical support piece.
3. a kind of steel-concrete compound shear wall according to claim 2, it is characterised in that vertical support piece and level
It is fixed between supporting item by welding or bolt.
A kind of 4. steel-concrete compound shear wall according to claim 2, it is characterised in that the horizontal support member and
Vertical support piece is channel steel or the combination of angle steel or both channel steel and angle steel.
A kind of 5. steel-concrete compound shear wall according to claim 4, it is characterised in that the horizontal support member and
When vertical support piece is channel steel, horizontal support member using web it is upward just put mode.
A kind of 6. steel-concrete compound shear wall according to claim 5, it is characterised in that each horizontal support member two
The edge of a wing of side is equipped with some groups of symmetrical circular holes.
A kind of 7. steel-concrete compound shear wall according to claim 5, it is characterised in that the steel-concrete combination
Shear wall further includes several lacing wires, and each lacing wire may pass through hole.
A kind of 8. steel-concrete compound shear wall according to claim 1, it is characterised in that first strengthening part
Including several vertical distribution bars and several horizontal distribution reinforcing bars, vertical distribution bar is vertical even away from being arranged on entirety respectively
On formula steel component, horizontal distribution reinforcing bar is horizontal even away from being arranged on Integral Steel component respectively.
9. a kind of steel-concrete compound shear wall according to claim 1, it is characterised in that the end reinforced concrete column is
It is I-shaped.
A kind of 10. steel-concrete compound shear wall according to claim 9, it is characterised in that second strengthening part
Muscle and several end stirrups are indulged including several ends, four that muscle is fixed on end reinforcing bar by end stirrup are indulged in these ends
Week.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721208570.5U CN207260374U (en) | 2017-09-20 | 2017-09-20 | A kind of steel concrete compound shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721208570.5U CN207260374U (en) | 2017-09-20 | 2017-09-20 | A kind of steel concrete compound shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260374U true CN207260374U (en) | 2018-04-20 |
Family
ID=61922031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721208570.5U Active CN207260374U (en) | 2017-09-20 | 2017-09-20 | A kind of steel concrete compound shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260374U (en) |
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2017
- 2017-09-20 CN CN201721208570.5U patent/CN207260374U/en active Active
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