CN109881818A - A kind of steel plate shear wall structure - Google Patents
A kind of steel plate shear wall structure Download PDFInfo
- Publication number
- CN109881818A CN109881818A CN201711279308.4A CN201711279308A CN109881818A CN 109881818 A CN109881818 A CN 109881818A CN 201711279308 A CN201711279308 A CN 201711279308A CN 109881818 A CN109881818 A CN 109881818A
- Authority
- CN
- China
- Prior art keywords
- plate
- bolt
- shear wall
- steel plate
- nut
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of steel plate shear wall structure includes at least shear wall steel plate, nut, backing plate, the low plate adjusting nut of column, bolt, concreting area, spacer bar and big floor reinforcement；Whole top is arranged in the shear wall steel plate, and in the centre of double bolts；The downside of shear wall steel plate is arranged in the backing plate；The downside of backing plate is arranged in the low plate adjusting nut of the column；The bolt is arranged on backing plate, the low plate adjusting nut of column；The top of bolt is arranged in the nut, and double nut is closely connect with backing plate；The fixed top of foundation bolt is arranged in the concreting area；The spacer bar is horizontally installed on double bolts；The downside of spacer bar is arranged in the big floor reinforcement, and closely connects between big floor reinforcement and spacer bar；The structure is simple, is completely embedded, and stability is good, securely and reliably, use easy to spread.
Description
Technical field
The present invention relates to shear wall applied technical field, especially a kind of steel plate shear wall structure.
Background technique
The interim stabilization of common shear wall steel plate docking is not strong, so that mistake when it is not installed in own layer
Position, while being difficult to ensure and being temporarily connected firmly；Work preface moderate between steel plate installation and reinforced concrete shear wall construction.Steel plate
The mode for generalling use bolt or welding, the docking above and below steel plate sectional are docked then using welding with steel column, and problem is steel plate
It vertically connect with steel column using high-strength bolt connection type, how to ensure that two sides Bolt is smoothly perforated completely, length side
To steel plate dock weld seam take what kind of technique can guarantee deformation it is smaller be construction emphasis, therefore, regarding to the issue above I
Propose a kind of steel plate shear wall structure.
Summary of the invention
The prior art is not able to satisfy the needs of people, to make up prior art deficiency, the present invention is intended to provide a kind of structure
Simply, it is completely embedded, stability is good, a kind of steel plate shear wall structure of safety and stability.
To achieve the above object, the invention adopts the following technical scheme: a kind of steel plate shear wall structure, includes at least shearing
The low plate adjusting nut of wall steel plate, nut, backing plate, column, bolt, concreting area, spacer bar and big floor reinforcement；It is described to cut
Whole top is arranged in power wall steel plate, and in the centre of double bolts；The downside of shear wall steel plate is arranged in the backing plate；Institute
State the downside that backing plate is arranged in the low plate adjusting nut of column；The bolt is arranged on backing plate, the low plate adjusting nut of column；The nut
The top of bolt is set, and double nut is closely connect with backing plate；The concreting area setting is fixed in foundation bolt
Top；The spacer bar is horizontally installed on double bolts；The downside of spacer bar is arranged in the big floor reinforcement, and
It is closely connected between big floor reinforcement and spacer bar.
As optimisation technique scheme of the invention: the embed-type foundation bolt on the bolt arrangement just is adopted in end
Use anchor plate type；When the bolt embedment is in big mat foundation, and by braced frame by being erected on bed course.
Compared with prior art, the beneficial effects of the present invention are: it is carbon containing moderate using Q235 steel in material, it is comprehensive
Can preferably, the performances such as intensity, plasticity and welding are preferably cooperated.Common embed-type foundation bolt is to guarantee lower margin in structure
Bolt is not pulled out destruction, generally end can structure make hook-type, claw and anchor plate type etc. construction, when screw rod be in diameter compared with
Greatly, buried depth is deeper, and reinforcing bar is intensive in basis, is more advantageous to that scene is embedded using anchor plate type, for the stabilization for guaranteeing foundation bolt,
Setting rigid support is necessary in structure basis, and there are many forms for bracket, but its composition mainly has vertical support frame and spiral shell
Bolt positioning framework two parts can make when foundation bolt is embedded in big mat foundation by braced frame by erecting on bed course
Overall structure is firm.
Detailed description of the invention
Fig. 1 is overall structure of the present invention；
Fig. 2 is shear wall Interal fixation schematic diagram of the present invention；
Wherein: 1, shear wall steel plate, 2, nut, 3, backing plate, 4, the low plate adjusting nut of column, 5, bolt, 6, concreting
Area, 7, spacer bar, 8, big floor reinforcement.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~2, in the embodiment of the present invention, a kind of steel plate shear wall structure includes at least shear wall steel plate 1, spiral shell
The low plate adjusting nut 4 of cap 2, backing plate 3, column, bolt 5, concreting area 6, spacer bar 7 and big floor reinforcement 8；The shearing
Whole top is arranged in wall steel plate 1, and in the centre of double bolts 5；The downside of shear wall steel plate 1 is arranged in the backing plate 3；
The downside of backing plate 3 is arranged in the low plate adjusting nut 4 of the column；The bolt 5 is arranged on backing plate, the low plate adjusting nut 4 of column；Institute
The top that bolt 5 is arranged in nut 2 is stated, and double nut 4 is closely connect with backing plate 3；The concreting area 6 is arranged on ground
The fixed top of foot bolt；The spacer bar 7 is horizontally installed on double bolts 5；The setting of big floor reinforcement 8 is in positioning steel
The downside of muscle 7, and closely connected between big floor reinforcement 8 and spacer bar 7.
As optimisation technique scheme of the invention: the embed-type foundation bolt in 5 structure of bolt just is adopted in end
Use anchor plate type；When the bolt 5 is embedded in big 8 basis of bottom plate, and by braced frame by being erected on bed course.
As Construction Principle of the invention: the shear wall structure by bottom vertical edges component and embedded steel
Plate generallys use the mode of pre-embedded anchoring bolts, steel plate and the stiffened column strict control in lifting when connecting with sole plate
The length of component, width are outer in addition to influencing production transport, it is often more important that piecewise combination will be conducive to the rigidity of raising component.This
The outer interim stabilization for needing to dock in view of vertically arranged shear wall steel plate, so that it is not installed in own layer
When dislocation, while ensuring temporarily to be connected firmly；Work preface moderate between steel plate installation and reinforced concrete shear wall construction.Steel
Plate and steel column dock the mode for generalling use bolt or welding, the docking above and below steel plate sectional then using welding, steel plate and steel
Column is vertically connected using high-strength bolt connection type, how to ensure that two sides Bolt is smoothly perforated completely, length direction steel
The weld seam technique of plate docking can guarantee that deformation is smaller.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
The above, only presently preferred embodiments of the present invention, are not intended to limit the invention, all skills according to the present invention
Art any trickle amendment, equivalent replacement and improvement substantially to the above embodiments, should be included in technical solution of the present invention
Protection scope within.
Claims (3)
1. a kind of steel plate shear wall structure includes at least shear wall steel plate (1), nut (2), backing plate (3), the low plate adjusting nut of column
(4), bolt (5), concreting area (6), spacer bar (7) and big floor reinforcement (8)；It is characterized by: the shear wall
Whole top is arranged in steel plate (1), and in the centre of double bolts (5)；The backing plate (3) is arranged in shear wall steel plate (1)
Downside；Downside of low plate adjusting nut (4) setting of the column in backing plate (3)；The bolt (5) is arranged in backing plate, the low plate of column
On adjusting nut (4)；The nut (2) is arranged on the top of bolt (5), and double nut (4) is closely connect with backing plate (3)；
The fixed top of foundation bolt is arranged in the concreting area (6)；The spacer bar (7) is horizontally installed on double bolts
(5) on；The big floor reinforcement (8) is arranged in the downside of spacer bar (7), and big floor reinforcement (8) and spacer bar (7)
Between closely connect.
2. a kind of steel plate shear wall structure according to claim 1, it is characterised in that: just used in bolt (5) structure
Embed-type foundation bolt, end use anchor plate type.
3. a kind of steel plate shear wall structure according to claim 1, it is characterised in that: the bolt (5) is embedded in outsole
When in plate (8) basis, and by braced frame by being erected on bed course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711279308.4A CN109881818A (en) | 2017-12-06 | 2017-12-06 | A kind of steel plate shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711279308.4A CN109881818A (en) | 2017-12-06 | 2017-12-06 | A kind of steel plate shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109881818A true CN109881818A (en) | 2019-06-14 |
Family
ID=66924245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711279308.4A Pending CN109881818A (en) | 2017-12-06 | 2017-12-06 | A kind of steel plate shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109881818A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607938A (en) * | 2019-09-04 | 2019-12-24 | 杭州丹尼建材有限公司 | Combined wall structure |
-
2017
- 2017-12-06 CN CN201711279308.4A patent/CN109881818A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607938A (en) * | 2019-09-04 | 2019-12-24 | 杭州丹尼建材有限公司 | Combined wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201053200Y (en) | Assembled | |
| CN102839678A (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN109881818A (en) | A kind of steel plate shear wall structure | |
| CN202731104U (en) | Novel reinforcing mesh sheet support structure | |
| CN201343873Y (en) | Square tower type supporting bracket | |
| CN105735529B (en) | A kind of stull formula steel frame steel plate shear wall structure being easily assembled | |
| CN110424601B (en) | Concrete pouring anti-floating device for composite floor slab with fabricated structure and implementation method | |
| CN205577187U (en) | Prefabricated steel pipe concrete constructional column rammed earth wall | |
| CN110005203B (en) | Self-adaptive tool type inclined wall formwork supporting system and using method | |
| CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
| CN110939197A (en) | Connection type reinforced concrete anti-seismic system | |
| CN205242263U (en) | Integrated configuration platform is used in construction of bridge Y type mound | |
| CN212801992U (en) | Reinforced concrete frame bent connecting node for assembly type factory building | |
| JP3225322U (en) | Reinforcement structure for seismic strength of wooden buildings | |
| CN106968432A (en) | Super large cantilever balcony structure form bracing system and its construction method | |
| CN204510516U (en) | A kind of steel plate shear wall structure | |
| CN203049776U (en) | Composite pouring light-weight concrete structure | |
| CN210105124U (en) | Auxiliary reinforcing member for two-way inclined support column base | |
| CN208933832U (en) | Shear connector | |
| CN208251142U (en) | A kind of overhanging type Prefabricated steel construction basis of construction elevator | |
| CN206110356U (en) | But height -adjusting's multipurpose stand | |
| CN203795461U (en) | Profile steel platform of tool type tower crane | |
| CN109371983A (en) | A kind of railroad bridge foundation pit protective device | |
| CN205205841U (en) | Heterotypic double -walled steel cofferdam in deep water basis | |
| CN205907879U (en) | Strengthen two -way transmitting force performance's superimposed sheet |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190614 |
|
| WD01 | Invention patent application deemed withdrawn after publication |