CN214246152U - Assembled shear force wall-board dry-type connection structure - Google Patents
Assembled shear force wall-board dry-type connection structure Download PDFInfo
- Publication number
- CN214246152U CN214246152U CN202023191495.0U CN202023191495U CN214246152U CN 214246152 U CN214246152 U CN 214246152U CN 202023191495 U CN202023191495 U CN 202023191495U CN 214246152 U CN214246152 U CN 214246152U
- Authority
- CN
- China
- Prior art keywords
- vertical
- plate
- horizontal
- shear wall
- limiting
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 230000008901 benefit Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an assembly type shear wall-plate dry type connecting structure, which comprises a lateral supporting plate, horizontal clamping plates, vertical clamping plates, horizontal limiting plates, vertical limiting plates and limiting supporting blocks, wherein the two horizontal clamping plates are oppositely arranged to form concrete slab notches; be located the higher authority of the horizontal cardboard of top and be located below the horizontal cardboard of below and be provided with the shear force wall notch, vertical cardboard one end tip outwards extends and forms horizontally spacing supporting shoe, and the vertical shear force wall that inserts of shear force wall notch treats the vertical spacing piece of stable embedding of parallel and level, through the nut rigid coupling. The concrete slab is horizontally inserted into the notch of the concrete slab, and is fixedly connected by a screw cap after being leveled and stable. The utility model discloses a draw-in groove formula is connected, realizes the interconnect of shear force wall-board main part, simple to operate, easy operation.
Description
Technical Field
The utility model relates to an assembled shear force wall especially relates to an assembled shear force wall-board dry-type connection structure.
Background
At the present stage, along with the vigorous promotion of housing industrialization in China, the technical research on the fabricated building is deepened step by step, the idea of the fabricated building is realized step by step, and the fabricated building is rapidly popularized all over the world due to the advantages of short construction period, small restriction of climate conditions, convenience in construction, strong structural strength and the like.
In order to accelerate the building industrialization process, the development and popularization of the assembled shear wall structure not only aim at realizing the effects of energy conservation, high efficiency, green construction, material saving and the like, but also realize the aims of simplifying construction, shortening the period and facilitating later maintenance and protection more importantly. Therefore, the utility model discloses an assembled shear force wall-board dry-type connection structure will be provided, convenient to detach does benefit to prefabricated component's cyclic utilization.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembled shear force wall-board dry-type connection structure, this structure adopts the draw-in groove formula structure, realizes the interconnect of shear force wall-board main part, simple to operate, easy operation.
In order to solve the problems existing in the prior art, the utility model discloses a technical scheme as follows:
a fabricated shear wall-plate dry connecting structure, the shear wall comprising a first shear wall and a second shear wall, the plate comprising a first concrete plate and a second concrete plate, wherein: comprises a lateral supporting plate, a horizontal clamping plate, a vertical clamping plate, a horizontal limiting piece, a vertical limiting piece and a limiting supporting block, the section of the horizontal clamping plate is U-shaped, the two horizontal clamping plates are arranged symmetrically up and down, the side edges of the two horizontal clamping plates are arranged oppositely to form a concrete slab notch, the upper side edge and the lower side edge of the two horizontal clamping plates are connected through a connecting plate, two lateral supporting plates and two vertical clamping plates are respectively arranged on the upper surface of the upper horizontal clamping plate and the lower surface of the lower horizontal clamping plate symmetrically, the two lateral supporting plates and the two vertical clamping plates enclose a rectangular shear wall notch, one end of the vertical clamping plate extends outwards to form a horizontal limiting supporting block, a plurality of vertical clamping plate clamping grooves capable of accommodating shear wall screws are uniformly formed in the vertical clamping plate, and the clamping plate clamping grooves are formed from the limiting supporting block to the middle of the vertical clamping plate; the vertical limiting sheet is uniformly provided with a plurality of vertical limiting sheet clamping grooves capable of accommodating the passing of the shear wall screw rods, the limiting sheet clamping grooves correspond to the clamping plate clamping grooves, the starting points of the limiting sheet clamping grooves start from the end part close to the horizontal clamping plate, and the length of the limiting sheet clamping grooves is 4/5 of the length of the vertical limiting sheets; shear wall screw rods are pre-embedded at the connecting ends of the first shear wall and the second shear wall, the shear wall screw rods are parallel to the lateral support plates, plate-direction screw rods are pre-embedded at the connecting ends of the first concrete plate and the second concrete plate, the plate-direction screw rods are parallel to the vertical limiting pieces, two screw holes corresponding to the plate-direction screw rods are arranged on the connecting plate, and the horizontal limiting pieces are connected with the connecting plate through the plate-direction screw rods; the vertical clamping plate is connected with the vertical limiting sheet through a shear wall screw rod.
Further, the outer wall of the vertical limiting piece is flush with the outer wall of the limiting supporting block.
Furthermore, five vertical clamping plate clamping grooves are uniformly formed in the vertical clamping plates, and five vertical limiting piece clamping grooves are uniformly formed in the vertical limiting pieces.
Furthermore, the lateral supporting plate, the horizontal clamping plate, the vertical clamping plate, the horizontal limiting piece, the vertical limiting piece and the limiting supporting block are all made of steel.
The utility model has the advantages and beneficial effects that:
the utility model relates to an assembled shear wall-board dry-type connection structure, which adopts the prefabricated steel structure slot-type connection and realizes the mutual connection of the shear wall-board main body through the fastening connection of the spacing steel sheets and the bolts, so that the strength and the rigidity of the end part of the wall-board are mutually enhanced, the integral stability of the structure is improved, and the structure has stronger anti-seismic performance; the structure is integrally connected in a bolt dry mode, the complex problems caused by field grouting and field welding are avoided, the construction process and the construction cost are simplified, multi-directional continuous construction of the shear wall and the plate can be realized, the installation is convenient, the operation is simple, the disassembly is convenient, the prefabricated wall and the plate component can be disassembled and repaired, and the permanent use of the integral structure is facilitated.
Drawings
The invention is explained in detail below with reference to the drawings and with reference to the technical solutions.
FIG. 1 is an exploded view of a fabricated shear wall-plate dry-type connection structure according to the present invention;
fig. 2 is a schematic view of the connection state of the fabricated shear wall-plate dry-type connection structure with the shear wall and the concrete plate;
fig. 3 is a schematic view of the overall structure of an assembled shear wall-plate dry-type connection structure of the present invention;
FIG. 4 is a schematic view of a first shear wall construction;
figure 5 is a schematic view of a first concrete slab construction.
In the figure: the shear wall comprises a first shear wall 1, a second shear wall 4, a first concrete slab 2, a second concrete slab 3, a lateral support plate 5.1, a horizontal clamping plate 5.2, a vertical clamping plate 5.3, a horizontal limiting piece 5.4, a vertical limiting piece 5.5, a limiting support block 5.6, a plate-direction screw 6 and a shear wall screw 7.
Detailed Description
The present invention will be described in further detail with reference to specific embodiments, but the scope of the present invention is not limited by the specific embodiments, and the claims will control. In addition, any modification or change that can be easily implemented by a person having ordinary skill in the art without departing from the technical solution of the present invention will fall within the scope of the claims of the present invention.
As shown in fig. 2, the utility model relates to an assembled shear force wall-board dry-type connection structure, the shear force wall includes first shear force wall 1 and second shear force wall 4, the board includes first concrete slab 2 and second concrete slab 3, as shown in fig. 1, 3, the utility model relates to an assembled shear force wall-board dry-type connection structure includes lateral support plate 5.1, horizontal cardboard 5.2, vertical cardboard 5.3, horizontal spacing piece 5.4, vertical spacing piece 5.5 and spacing supporting shoe 5.6, lateral support plate 5.1, horizontal cardboard 5.2, vertical cardboard 5.3, horizontal spacing piece 5.4, vertical spacing piece 5.5 and spacing supporting shoe 5.6 all are steel. The section of each horizontal clamping plate is U-shaped, the two horizontal clamping plates are arranged in a vertically symmetrical manner, the side edges of the two horizontal clamping plates are arranged oppositely to form a concrete slab notch, the upper side edge and the lower side edge of each horizontal clamping plate are connected through a connecting plate, two lateral supporting plates 5.1 and two vertical clamping plates 5.3 are symmetrically arranged on the upper side of the upper horizontal clamping plate and the lower side edge of the lower horizontal clamping plate respectively, a rectangular shear wall notch is formed by the two lateral supporting plates 5.1 and the two vertical clamping plates 5.3 in a surrounding manner, one end part of each vertical clamping plate 5.3 extends outwards to form a horizontal limiting supporting block 5.6, a plurality of vertical clamping plate clamping grooves capable of accommodating shear wall screws are uniformly arranged on the vertical clamping plates, five vertical clamping grooves are formed in the embodiment, and the clamping groove ends from the limiting supporting block 5.6 to the middle part of each vertical clamping plate 5.3; evenly be provided with a plurality of vertical spacing piece draw-in grooves that can hold the shear force wall screw rod and pass through on the vertical spacing piece 5.5, vertical spacing piece draw-in groove is five in this embodiment, and spacing piece draw-in groove is corresponding with the cardboard draw-in groove, and the starting point of spacing piece draw-in groove begins from the tip that is close to horizontal cardboard, and the length of spacing piece draw-in groove is 4/5 of vertical spacing piece length. The outer wall of the vertical limiting piece 5.5 is flush with the outer wall of the limiting support block 5.6.
As shown in fig. 4, the end portions of one ends of the first shear wall 1 and the second shear wall 4 are both provided with a connecting end, and a shear wall screw 7 is embedded in the connecting end. The number of the shear wall screw rods 7 is the same as that of the vertical limiting sheet clamping grooves. The shear wall screw 7 is parallel to the lateral supporting plate 5.1, and the vertical clamping plate 5.3 is connected with the vertical limiting sheet 5.5 through the shear wall screw and the nut.
As shown in fig. 5, the end portions of the first concrete plate 2 and the second concrete plate 3 are provided with connecting ends, a plate-direction screw 6 is embedded in each connecting end, the plate-direction screw 6 is parallel to the vertical limiting piece 5.5, the connecting plate is provided with two screw holes corresponding to the plate-direction screw, and the horizontal limiting piece 5.4 is connected with the connecting plate through the plate-direction screw.
The utility model discloses an assembly process as follows:
the first shear wall 1 and the second shear wall 4 are vertically inserted into the notches of the shear walls, the vertical limiting pieces 5.5 are stably embedded into the parallel and level surfaces, and the vertical limiting pieces 5.5 are fixedly connected between the horizontal clamping plates 5.2 and the limiting support blocks 5.6 through nuts.
The first concrete plate 2 and the second concrete plate 3 are horizontally inserted into the notches of the concrete plates, after the first concrete plate and the second concrete plate are leveled and stabilized, the two screw holes of the horizontal limiting sheet 5.4 are aligned with the screw holes on the connecting plate and fixedly connected through nuts.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (4)
1. A fabricated shear wall-plate dry connection structure, the shear wall comprising a first shear wall (1) and a second shear wall (4), the plates comprising a first concrete plate (2) and a second concrete plate (3), characterized in that: the concrete slab comprises lateral supporting plates (5.1), horizontal clamping plates (5.2), vertical clamping plates (5.3), horizontal limiting pieces (5.4), vertical limiting pieces (5.5) and limiting supporting blocks (5.6), wherein the cross sections of the horizontal clamping plates are U-shaped, the horizontal clamping plates are arranged in an up-and-down symmetrical mode, the side edges of the two horizontal clamping plates are arranged oppositely to form a concrete slab notch, the upper side edge and the lower side edge of the two horizontal clamping plates are connected through a connecting plate, two lateral supporting plates (5.1) and two vertical clamping plates (5.3) are symmetrically arranged on the upper surface of the upper horizontal clamping plate and the lower surface of the lower horizontal clamping plate respectively, a rectangular shear wall notch is formed by the two lateral supporting plates (5.1) and the two vertical clamping plates (5.3), one end part of each vertical clamping plate (5.3) extends outwards to form a horizontal limiting supporting block (5.6), a plurality of vertical clamping grooves capable of accommodating shear wall screws are evenly arranged on each vertical clamping plate, the clamping plate clamping groove starts from the limiting supporting block (5.6) and ends from the middle part of the vertical clamping plate (5.3); a plurality of vertical limiting piece clamping grooves capable of accommodating the passing of the shear wall screw are uniformly formed in the vertical limiting piece (5.5), the limiting piece clamping grooves correspond to the clamping plate clamping grooves, the starting points of the limiting piece clamping grooves start from the end part close to the horizontal clamping plate, and the length of the limiting piece clamping grooves is 4/5 of the length of the vertical limiting piece; the shear wall screw rods (7) are embedded at the connecting ends of the first shear wall (1) and the second shear wall (4), the shear wall screw rods (7) are parallel to the lateral supporting plates (5.1), the plate-direction screw rods (6) are embedded at the connecting ends of the first concrete plate (2) and the second concrete plate (3), the plate-direction screw rods (6) are parallel to the vertical limiting pieces (5.5), two screw holes corresponding to the plate-direction screw rods are formed in the connecting plate, and the horizontal limiting pieces (5.4) are connected with the connecting plate through the plate-direction screw rods; the vertical clamping plate (5.3) is connected with the vertical limiting sheet (5.5) through a shear wall screw rod.
2. An assembled shear wall-plate dry connecting structure as set forth in claim 1, wherein: the outer wall of the vertical limiting piece (5.5) is flush with the outer wall of the limiting support block (5.6).
3. An assembled shear wall-plate dry connecting structure as set forth in claim 1, wherein: five vertical cardboard draw-in grooves are evenly arranged on the vertical cardboard, and five vertical spacing piece draw-in grooves are evenly arranged on the vertical spacing piece (5.5).
4. An assembled shear wall-plate dry connecting structure as set forth in claim 1, wherein: the lateral supporting plate (5.1), the horizontal clamping plate (5.2), the vertical clamping plate (5.3), the horizontal limiting piece (5.4), the vertical limiting piece (5.5) and the limiting supporting block (5.6) are all made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023191495.0U CN214246152U (en) | 2020-12-27 | 2020-12-27 | Assembled shear force wall-board dry-type connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023191495.0U CN214246152U (en) | 2020-12-27 | 2020-12-27 | Assembled shear force wall-board dry-type connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214246152U true CN214246152U (en) | 2021-09-21 |
Family
ID=77742757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023191495.0U Expired - Fee Related CN214246152U (en) | 2020-12-27 | 2020-12-27 | Assembled shear force wall-board dry-type connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214246152U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN113431222A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | Assembled steel bar clamping groove type composite shear wall and splicing method thereof |
| CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
-
2020
- 2020-12-27 CN CN202023191495.0U patent/CN214246152U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN113431222A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | Assembled steel bar clamping groove type composite shear wall and splicing method thereof |
| CN113431223B (en) * | 2021-07-01 | 2022-09-30 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN114232811A (en) * | 2021-12-10 | 2022-03-25 | 上海应用技术大学 | Dry-type connecting joint for assembled concrete shear wall and floor support plate and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN214246152U (en) | Assembled shear force wall-board dry-type connection structure | |
| CN209817088U (en) | Prefabricated balcony of assembled | |
| CN103291065B (en) | A kind of assembly concrete bracing or strutting arrangement and lifting localization method | |
| CN214246220U (en) | Prefabricated slot-in-groove type shear wall vertical joint connecting structure | |
| CN212689228U (en) | Assembled steel construction exempts from to pour concrete building structure | |
| CN209891467U (en) | Novel wall building board | |
| CN210195448U (en) | Prefabricated enclosure of assembled concrete | |
| CN207846658U (en) | The modularization node of prefabricated buildings | |
| CN219622245U (en) | Concrete shaping plate convenient to equipment | |
| CN212271201U (en) | Assembly type building | |
| CN215802631U (en) | Cement hollow brick | |
| CN219012156U (en) | Assembled type combined enclosing wall | |
| CN219430811U (en) | Assembled building foundation structure | |
| CN216714060U (en) | Prefabricated enclosure of assembled steel construction ALC | |
| CN220266988U (en) | Novel hollow building block | |
| CN217537362U (en) | Install convenient assembly type structure coupling assembling | |
| CN214834022U (en) | Core plate with holes and reinforced prefabricated part | |
| CN217420094U (en) | Lightweight concrete building wall | |
| CN216641060U (en) | Building curtain wall construction pendant | |
| CN217000142U (en) | Reinforced structure of concrete beam column | |
| CN211572134U (en) | Combined structure of double-sided superposed shear wall without ribs on four sides | |
| CN219732460U (en) | High-strength compression-resistant environment-friendly prefabricated laminated slab | |
| CN220100337U (en) | Assembled floor structure | |
| CN220978361U (en) | Structure of high-stability assembled house | |
| CN217079269U (en) | Building engineering assembled supports and burys formula shear force wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210921 |