CN205688618U - A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall - Google Patents
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall Download PDFInfo
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- CN205688618U CN205688618U CN201620429432.9U CN201620429432U CN205688618U CN 205688618 U CN205688618 U CN 205688618U CN 201620429432 U CN201620429432 U CN 201620429432U CN 205688618 U CN205688618 U CN 205688618U
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- reinforcing bar
- steel plate
- shear force
- plane reinforcing
- truss
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Abstract
This utility model relates to a kind of shear wall, particularly relates to a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, belongs to field of steel structure.Including the multi-cavity casing surrounded by some steel plates, described multi-cavity casing is provided with plane reinforcing bar component truss, described multi-cavity casing is provided with concrete.A kind of plane reinforcing bar truss-like Multicarity steel plate shear wall structure is reasonable, easy to process, improves bulk strength.
Description
Technical field
This utility model relates to a kind of shear wall, particularly relates to a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall,
Belong to field of steel structure.
Background technology
Combination box-shaped steel plate shear force wall can give full play to the material behavior of steel and concrete, undertake simultaneously vertical load and
The effect of horizontal force.For ensureing the local stability of steel plate, box house need to arrange the measures such as riser.But the setting because of riser etc.
It is positioned at the inside of body of wall, brings inconvenience to construction.Additionally, the steel plate shear force wall end of routine and corner are all not provided with edge
Component, globality and the ductility of shear wall are relatively poor.
Chinese patent 201410198827.8, open a kind of shear wall structure, including side plate, side plate interior sides is provided with end and cuts
Power wall, shear wall side, end is provided with shear wall between seam, between side plate, end shear wall and seam between shear wall by connecting tube even
Connecing, and connecting tube one end extends in outside side plate, and connecting tube is positioned at the one end outside side plate and is provided with pipe clamp, pipe clamp is used for will
Between side plate, end shear wall and seam, shear wall is fixed, and is provided with reinforcing plate, cuts between reinforcing plate and seam between seam outside shear wall
Connect by built-in screw is fixing between power wall, in side plate, be provided with steel plate for sealing water, steel plate for sealing water more than one, and at the bottom of steel plate for sealing water
Portion is all transversely provided with ribbed stiffener, and ribbed stiffener is connected and has sealing gasket between bottom steel plate for sealing water.This structure is relative complex, Er Qieshi
Joining property is poor, and operating flexibility is the highest.
Utility model content
This utility model mainly solves the deficiencies in the prior art, it is provided that a kind of compact conformation, improves further
Bulk strength, a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall of improving production efficiency.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals:
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, including the multi-cavity casing surrounded by some steel plates, described
Multi-cavity casing in be provided with plane reinforcing bar component truss, described multi-cavity casing is provided with concrete.
As preferably, described plane reinforcing bar component truss includes junction steel plate and at least longitudinal reinforcement, described
Junction steel plate is located at the inwall of multi-cavity casing, described junction steel plate with between longitudinal reinforcement by being connected bar connecting.
As preferably, the described cross section connecting reinforcing bar is in continuous or interval triangular shape distribution, described longitudinal reinforcement
Being provided with two, two longitudinal reinforcements are linearly distributed, and wherein a longitudinal reinforcement fixes with junction steel plate, described connection
Reinforcing bar, junction steel plate, longitudinal reinforcement, multi-cavity casing are fixing to be connected.
Junction steel plate can be used to a fixing wherein longitudinal reinforcement, it is also possible to be used for fixing connection reinforcing bar simultaneously.
As preferably, adjacent plane steel bar girder assembly is the distribution of back span shape.
As preferably, by groove solder design between steel plate.
As preferably, described multi-cavity casing is in " one " shape, or the one in " L " shape, " T " shape, " ten " shape.
Concrete is normal concrete, high-strength concrete or self-compacting concrete.
Multi-cavity casing is closed configuration,
This utility model provides a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, rational in infrastructure, easy to process, carries
High bulk strength.
Accompanying drawing explanation
Fig. 1 is the floor map of this utility model embodiment 1；
Fig. 2 is the generalized section of Fig. 1；
Fig. 3 is the structure chart of Fig. 1；
Fig. 4 is the floor map of this utility model embodiment 2；
Fig. 5 is the floor map of this utility model embodiment 3；
Fig. 6 is the floor map of this utility model embodiment 4.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1:
As Figure 1-3, a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, include some steel plates 1, described
Steel plate 1 is welded by end, surrounds " one " font；Welding plane steel bar girder assembly, described flat steel in described steel plate 1
Muscle component truss welds with using junction steel plate 4 at steel plate 1 banjo fixing butt jointing；Weld when described junction steel plate 4 welds as steel plate 1 again
Backing plate；Plane reinforcing bar component truss uses two longitudinal reinforcements 5 and some connection reinforcing bars 6 to form, and surrounds plane girder shape；Institute
State connection reinforcing bar 6 to weld with described steel plate 1 again；Adjacent plane steel bar girder assembly putting position should be contrary；Described steel plate 1 splices
Cast concrete 3 in the cavity surrounded, concrete 3 is normal concrete.Weld seam between described steel plate 1 uses groove weld seam even
Connect.
Embodiment 2:
As shown in Figure 4, a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, include some steel plates 1, described steel
Plate 1 is erect and is arranged, is linked to be " T " font by weld seam；Other are with embodiment 1.
Embodiment 3:
As it is shown in figure 5, a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, include some steel plates 1, described steel
Plate 1 is erect and is arranged, is linked to be " ten " font by weld seam；Other are with embodiment 1.
Embodiment 4:
As shown in Figure 6, a kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall, include some steel plates 1, described steel
Plate 1 is erect and is arranged, is linked to be " L " font by weld seam；Other are with embodiment 1.
Claims (5)
1. a plane reinforcing bar truss-like Multicarity steel plate shear force wall, it is characterised in that: include being surrounded many by some steel plates (1)
Chamber casing (2), is provided with plane reinforcing bar component truss, is provided with coagulation in described multi-cavity casing (2) in described multi-cavity casing (2)
Soil (3)；
Described plane reinforcing bar component truss includes junction steel plate (4) and at least longitudinal reinforcement (5), described junction steel plate
(4) being located at the inwall of multi-cavity casing (2), described junction steel plate (4) connects by being connected reinforcing bar (6) with between longitudinal reinforcement (5).
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall the most according to claim 1, it is characterised in that: described
The cross section connecting reinforcing bar (6) is distributed in continuous or interval triangular shape, and described longitudinal reinforcement (5) is provided with two, two longitudinal directions
Reinforcing bar (5) is linearly distributed, and wherein a longitudinal reinforcement (5) fixes with junction steel plate (4), described connection reinforcing bar (6),
Junction steel plate (4), longitudinal reinforcement (5), multi-cavity casing (2) are fixing to be connected.
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: phase
Adjacent plane reinforcing bar component truss is the distribution of back span shape.
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: steel
By groove solder design between plate (1).
A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall the most according to claim 1 and 2, it is characterised in that: institute
The multi-cavity casing (2) stated is in " one " shape, or the one in " L " shape, " T " shape, " ten " shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429432.9U CN205688618U (en) | 2016-05-12 | 2016-05-12 | A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620429432.9U CN205688618U (en) | 2016-05-12 | 2016-05-12 | A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall |
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| Publication Number | Publication Date |
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| CN205688618U true CN205688618U (en) | 2016-11-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201620429432.9U Active CN205688618U (en) | 2016-05-12 | 2016-05-12 | A kind of plane reinforcing bar truss-like Multicarity steel plate shear force wall |
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| CN (1) | CN205688618U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788505A (en) * | 2018-06-15 | 2018-11-13 | 浙江东南网架股份有限公司 | A kind of interior weldering construction method of long cantilever, Multicarity, small space linear type steel plate combined shear wall |
| 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 |
-
2016
- 2016-05-12 CN CN201620429432.9U patent/CN205688618U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108788505A (en) * | 2018-06-15 | 2018-11-13 | 浙江东南网架股份有限公司 | A kind of interior weldering construction method of long cantilever, Multicarity, small space linear type steel plate combined shear wall |
| CN108788505B (en) * | 2018-06-15 | 2020-08-14 | 浙江东南网架股份有限公司 | Internal welding construction method for long cantilever, multi-cavity and small-space linear steel plate composite shear wall |
| 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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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |