CN210086610U - Laminated slab for concrete shear wall - Google Patents
Laminated slab for concrete shear wall Download PDFInfo
- Publication number
- CN210086610U CN210086610U CN201920594865.3U CN201920594865U CN210086610U CN 210086610 U CN210086610 U CN 210086610U CN 201920594865 U CN201920594865 U CN 201920594865U CN 210086610 U CN210086610 U CN 210086610U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- connecting lug
- parts
- arc
- shear force
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a superimposed sheet for concrete shear force wall, including a plurality of superimposed shear force wall prefabs, the vertical brace rod that a plurality of vertical directions of pre-buried set up in the superimposed shear force wall prefab to and a plurality of horizontal brace rods that set up along vertical brace rod axial direction, connect through compensating assembly between the double-phase adjacent superimposed shear force wall prefab, horizontal brace rod includes orthoscopic portion and arc portion, compensating assembly is including connecting between two arc portions of horizontal brace rod, and is on a parallel with the horizontal lacing wire of orthoscopic portion, first engaging lug is including connecting the annular support portion in two stabilizer blade departments of V-arrangement supporting part, the second engaging lug is including connecting the size regulator in two stabilizer blade departments of V-arrangement supporting part, first engaging lug inlays and hangs in the second engaging lug. The utility model discloses a superimposed sheet for concrete shear force wall connects through compensating assembly between each superimposed shear force wall prefab, and superimposed shear force wall can not collapse by a large scale during the earthquake.
Description
Technical Field
The utility model relates to a superimposed sheet, concretely relates to superimposed sheet of shear force wall.
Background
The prefabricated assembled reinforced concrete structure has more practical application and more mature technical research in developed countries such as Europe, America, Japan and the like, in recent years, the countries develop green buildings, vigorously develop the assembled buildings, promote transformation and upgrade of the building industry, as is well known, the structural prefabricated member can be tailored according to various building functions and structural requirements, has the advantages of high quality, short production period, high building durability, good appearance size and flatness, short construction period, weather-proof construction and the like, and particularly has better reinforcing steel bar protective layer control, reinforcing steel bar positioning control, concrete proportioning control, concrete compactness control, concrete maintenance condition control and the like, so that the durability of the final component, namely the service life of the building is greatly improved, thereby fundamentally solving the construction quality problem of the house, the prefabricated laminated plate type shear wall is composed of two prefabricated wall plates which are arranged in parallel, the product has short production period and convenient site construction, not only greatly improves the construction speed, reduces the strength and cost of site construction and reduces the workload, but also reduces the use and waste of site building materials and the pollution of the environment of the construction site, but the existing laminated slab does not consider the seismic performance among all wallboards, and the structure of the laminated slab should be optimized aiming at the seismic problem.
Disclosure of Invention
The purpose of the invention is as follows: an object of the utility model is to prior art not enough, provide a superimposed sheet for concrete shear force wall, facilitate the use.
The technical scheme is as follows: the utility model relates to a superimposed sheet for concrete shear wall, which comprises a plurality of superimposed shear wall prefabricated parts, a plurality of vertical support bars arranged in the vertical direction are pre-embedded in the superimposed shear wall prefabricated parts, and a plurality of horizontal support bars arranged along the axial direction of the vertical support bars, two adjacent superimposed shear wall prefabricated parts are connected through a compensation component, the end part of the compensation component is arranged in a cast-in-situ part between the two adjacent superimposed shear wall prefabricated parts, the superimposed shear wall prefabricated parts are connected into a whole through the compensation component and the cast-in-situ part, the horizontal support bars are in a closed ring shape, the plane of the horizontal support bars is vertical to the vertical support bars, the horizontal support bars comprise a straight line part and an arc part, the compensation component comprises a horizontal pull bar which is connected between two arc parts of the horizontal support bars and is parallel to the straight line part, both ends of the horizontal pull bar are connected with V-shaped support parts, one side V-arrangement supporting part is equipped with first engaging lug, and opposite side V-arrangement supporting part is equipped with the second engaging lug, first engaging lug is including connecting in the annular supporting part of two stabilizer blade departments of V-arrangement supporting part, the second engaging lug is including connecting in the size regulator of two stabilizer blade departments of V-arrangement supporting part, first engaging lug inlays to hang in the second engaging lug.
The cast-in-place portion is pre-buried with the fixed plate, the fixed plate bottom is equipped with the installation section of thick bamboo, set up the bolt hole in the installation section of thick bamboo, the fixed plate bottom is located to be equipped with the installation section of thick bamboo periphery and is equipped with the location muscle.
The first connecting lug and the second connecting lug of the compensation assembly are arranged on two sides of the transverse lacing bar in a central symmetry manner, and an included angle between a plane where the first connecting lug and the second connecting lug are arranged and the axial direction of the transverse lacing bar is 30-55 degrees.
In the same prefabricated member of the superposed shear wall, the deflection directions of the first connecting lugs of two adjacent compensation assemblies are opposite, and the deflection directions of the second connecting lugs of two adjacent compensation assemblies are opposite.
The size adjuster comprises a first arc-shaped arm and a second arc-shaped arm which are respectively arranged on two support legs of the V-shaped supporting portion, the first arc-shaped arm and the second arc-shaped arm are respectively provided with a thread portion and are inserted into the sleeve, and the thread portions are located on two sides of the end face of the sleeve and are respectively provided with a fixing nut.
And a plurality of diagonal draw bars are arranged between the transverse tie bars and the longitudinal support bars.
Has the advantages that: the utility model relates to a laminated slab for a concrete shear wall, each laminated shear wall prefabricated member is connected through a compensation component, the size of the second connecting lug is adjusted by adjusting the fixing nut of the size adjuster, so that the second connecting lug is embedded into and hung in the first connecting lug, the first connecting lug and the second connecting lug can slightly deform and rotate without unhooking, when the transverse wave of the earthquake is light, the compensation component can slow down the shaking among the prefabricated members of the superposed shear wall, when the transverse wave destructive force of the earthquake is serious, even if the stacked shear wall prefabricated member topples or has large displacement, the adjacent stacked shear wall prefabricated member can be bound in the vertical direction, the large-area collapse of the stacked shear wall cannot occur, and the integrity of the stacked shear wall is good.
Drawings
Fig. 1 is a schematic connection diagram of the stacked shear wall prefabricated member of the present invention;
fig. 2 is a cross-sectional view of the stacked shear wall prefabricated member of the present invention;
fig. 3 is a schematic structural view of the first connecting lug of the present invention;
fig. 4 is a schematic structural view of a second engaging lug of the present invention.
Detailed Description
The technical solution of the present invention is explained in detail below, but the scope of protection of the present invention is not limited to the embodiments.
As shown in fig. 1 to 4, the utility model relates to a laminated slab for a concrete shear wall, which comprises a plurality of laminated shear wall prefabricated components 1, a plurality of vertical support ribs 2 arranged in the vertical direction and a plurality of horizontal support ribs arranged along the axial direction of the vertical support ribs 2 are pre-embedded in the laminated shear wall prefabricated components 1, two adjacent laminated shear wall prefabricated components 1 are connected through a compensation component, the end part of the compensation component is arranged in a cast-in-situ part 3 between the two adjacent laminated shear wall prefabricated components 1, the laminated shear wall prefabricated components 1 are connected into a whole through the compensation component and the cast-in-situ part 3, the horizontal support ribs are in a closed ring shape, the plane of the horizontal support ribs is vertical to the vertical support ribs 2, the horizontal support ribs comprise straight line parts 4 and arc parts 5, the compensation component comprises a horizontal pull rib 6 connected between the two arc parts 5 of the horizontal support ribs and parallel to the straight line parts 4, both ends of horizontal lacing wire 6 all are connected with V-arrangement supporting part 7, and one side V-arrangement supporting part 7 is equipped with first engaging lug 8, and opposite side V-arrangement supporting part 7 is equipped with second engaging lug 9, and first engaging lug 8 is including connecting in the annular supporting part 10 of two stabilizer blades departments of V-arrangement supporting part 7, and second engaging lug 9 is including connecting in the size regulator of two stabilizer blades departments of V-arrangement supporting part 7, and first engaging lug 8 inlays to hang in second engaging lug 9.
A fixing plate 11 is embedded in the cast-in-place part 3, an installation cylinder 12 is arranged at the bottom of the fixing plate 11, a bolt hole is formed in the installation cylinder 12, and a positioning rib 13 is arranged at the periphery of the installation cylinder and at the bottom of the fixing plate 11.
The first connecting lug 8 and the second connecting lug 9 of the compensation assembly are arranged at two sides of the transverse lacing bar 6 in a central symmetry manner, and the included angle between the plane where the first connecting lug 8 and the second connecting lug 9 are arranged and the axial direction of the transverse lacing bar 6 is 30-55 degrees.
In the same prefabricated stacked shear wall 1, the deflection directions of the first connecting lugs 8 of two adjacent compensation assemblies are opposite, and the deflection directions of the second connecting lugs 9 of two adjacent compensation assemblies are opposite.
Size adjuster is including locating first arc arm 14, the second arc arm 15 of two stabilizer blades of V-arrangement supporting part 7 respectively, and first arc arm 14, second arc arm 15 all are equipped with screw thread portion and peg graft in sleeve pipe 16, and screw thread portion lies in sleeve pipe 16 terminal surface both sides and all is equipped with fixation nut 17.
A plurality of diagonal draw bars 18 are arranged between the transverse tie bar 6 and the longitudinal support bar 2.
As mentioned above, although the present invention has been shown and described with reference to certain preferred embodiments, it should not be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (6)
1. The utility model provides a superimposed sheet for concrete shear force wall which characterized in that: the steel plate shear wall comprises a plurality of superposed shear wall prefabricated parts, a plurality of longitudinal support ribs arranged in the vertical direction and a plurality of horizontal support ribs arranged along the axial direction of the longitudinal support ribs are pre-buried in the superposed shear wall prefabricated parts, two adjacent superposed shear wall prefabricated parts are connected through a compensation component, the end parts of the compensation components are arranged in cast-in-place parts between the two adjacent superposed shear wall prefabricated parts, the superposed shear wall prefabricated parts are connected into a whole through the compensation components and the cast-in-place parts, the horizontal support ribs are closed-ring-shaped, the planes of the horizontal support ribs are perpendicular to the longitudinal support ribs, the horizontal support ribs comprise straight line parts and arc parts, the compensation components comprise transverse pull ribs which are connected between the two arc parts of the horizontal support ribs and are parallel to the straight line parts, two ends of each transverse pull rib are connected with a V-shaped support part, and a first connecting lug is arranged on, the V-shaped supporting part on the other side is provided with a second connecting lug, the first connecting lug comprises an annular supporting part connected to two supporting legs of the V-shaped supporting part, the second connecting lug comprises a size regulator connected to the two supporting legs of the V-shaped supporting part, and the first connecting lug is embedded and hung in the second connecting lug.
2. A composite slab for a concrete shear wall according to claim 1, wherein: the cast-in-place portion is pre-buried with the fixed plate, the fixed plate bottom is equipped with the installation section of thick bamboo, set up the bolt hole in the installation section of thick bamboo, the fixed plate bottom is located to be equipped with the installation section of thick bamboo periphery and is equipped with the location muscle.
3. A composite slab for a concrete shear wall according to claim 1, wherein: the first connecting lug and the second connecting lug of the compensation assembly are arranged on two sides of the transverse lacing bar in a central symmetry manner, and an included angle between a plane where the first connecting lug and the second connecting lug are arranged and the axial direction of the transverse lacing bar is 30-55 degrees.
4. A composite slab for a concrete shear wall according to claim 1, wherein: in the same prefabricated member of the superposed shear wall, the deflection directions of the first connecting lugs of two adjacent compensation assemblies are opposite, and the deflection directions of the second connecting lugs of two adjacent compensation assemblies are opposite.
5. A composite slab for a concrete shear wall according to claim 1, wherein: the size adjuster comprises a first arc-shaped arm and a second arc-shaped arm which are respectively arranged on two support legs of the V-shaped supporting portion, the first arc-shaped arm and the second arc-shaped arm are respectively provided with a thread portion and are inserted into the sleeve, and the thread portions are located on two sides of the end face of the sleeve and are respectively provided with a fixing nut.
6. A composite slab for a concrete shear wall according to claim 1, wherein: and a plurality of diagonal draw bars are arranged between the transverse tie bars and the longitudinal support bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920594865.3U CN210086610U (en) | 2019-04-28 | 2019-04-28 | Laminated slab for concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920594865.3U CN210086610U (en) | 2019-04-28 | 2019-04-28 | Laminated slab for concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210086610U true CN210086610U (en) | 2020-02-18 |
Family
ID=69476346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920594865.3U Expired - Fee Related CN210086610U (en) | 2019-04-28 | 2019-04-28 | Laminated slab for concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210086610U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922195A (en) * | 2021-04-09 | 2021-06-08 | 中信国安建工集团有限公司 | Full-shear wall explosion-proof structure and construction method |
-
2019
- 2019-04-28 CN CN201920594865.3U patent/CN210086610U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922195A (en) * | 2021-04-09 | 2021-06-08 | 中信国安建工集团有限公司 | Full-shear wall explosion-proof structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN102704386B (en) | Prefabricated component assembly type segment assembling corrugated steel web RPC (Reactive Powder Concrete) combination box girder and method therefor | |
| CN106149882A (en) | A kind of lateral resisting and antigravity separate steel structure of housing system and construction method thereof | |
| CN108560719A (en) | The support installation method of super large span double-layer Bidirectional hanging rope structure | |
| CN212200750U (en) | Assembled building frame structure combination braced system | |
| CN102108761A (en) | Fiber reinforced plastics-steel composite pipe restricted structural steel high-strength concrete column | |
| CN211735765U (en) | Section steel concrete column beam earthquake-resistant structure | |
| CN109057012A (en) | Self-resetting can assemble multistage beam center pre-loaded support struts steel frame after shake | |
| CN110158768A (en) | Prestressing force brace reinforced concrete frame conversion layer | |
| CN210086610U (en) | Laminated slab for concrete shear wall | |
| CN106368317A (en) | Prefabricated frame, slotted shear walls and frame-shear-wall structure | |
| CN207739130U (en) | A kind of concrete-filled double skin steel tube bridge pier | |
| CN113175255A (en) | Brick filling wood frame based on steel cable reinforced structure | |
| CN210140764U (en) | Double-fold-line-shaped bridge span assembly stiffened through inhaul cable | |
| CN110258800B (en) | Full-assembled restorable function RCS combined node with support connection | |
| CN105839912A (en) | Molding bracket for shear wall of building | |
| CN109898860B (en) | Reduce integral shear wall template support of prefabricated assembly of crack width | |
| CN217027740U (en) | Quick-mounting low-level prestress rigid frame beam | |
| CN207062787U (en) | Can Fast Installation remove maintenance construction platform | |
| CN215858255U (en) | Prestressed stay cable connecting node between core tube and outer steel frame | |
| CN114250909A (en) | Quick-mounting low-level prestressed rigid frame beam | |
| CN214062433U (en) | Temporary supporting structure of assembled steel structure | |
| CN108277918B (en) | Assembled type toothed joint edge-punched steel sheet ribbed floor | |
| KR101921834B1 (en) | Steel-Concrete Hybrid Column Using Deck Plate | |
| CN112523547A (en) | UHPC temporary board house in earthquake region and erection method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200218 |