CN218970324U - Prefabricated shear wall structure of building - Google Patents
Prefabricated shear wall structure of building Download PDFInfo
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- CN218970324U CN218970324U CN202222720121.6U CN202222720121U CN218970324U CN 218970324 U CN218970324 U CN 218970324U CN 202222720121 U CN202222720121 U CN 202222720121U CN 218970324 U CN218970324 U CN 218970324U
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Abstract
The utility model relates to a prefabricated shear wall's field especially relates to a building prefabricated shear wall structure, including the shear force wallboard, be provided with coupling assembling on the shear force wallboard, coupling assembling includes connecting rod and inserts, and the connecting rod is fixed perpendicularly on the lateral wall of shear force wallboard one side, is provided with the expansion assembly that is used for driving inserts along the perpendicular to connecting rod length direction removal on the connecting rod; the side wall of one side of the shear wall plate, which is away from the connecting rod, is provided with a connecting hole corresponding to the connecting rod, the shear wall is internally provided with a through slot along the moving direction of the mounting plug-in unit, and the through slot is communicated with the connecting hole and is used for accommodating the mounting plug-in unit. The effect that this application has the fastness that improves prefabricated shear force wall connection installation.
Description
Technical Field
The application relates to the field of prefabricated shear walls, in particular to a prefabricated shear wall structure for buildings.
Background
Along with the development of society, a large number of high-rise buildings are required to be built in cities, and in order to accelerate the construction process, shear walls, also called wind-resistant walls and earthquake-resistant walls, are generated, and are used for bearing loads in houses and buildings in China or bearing horizontal vibration caused by vibration in earthquakes; in the existing production process, the shear wall is usually prepared into a prefabricated shear wall in advance for convenient construction, the existing method is to prepare the prefabricated shear wall into a plurality of small wallboards, then assemble the wallboards on a construction site, and the method can improve the construction rate and reduce the construction difficulty.
At present, chinese patent with the public number of CN204001407U discloses a prefabricated shear wall, which comprises an inner leaf wallboard, a heat insulation board and an outer leaf wallboard, wherein the heat insulation board and the outer leaf wallboard are sequentially arranged on the inner leaf wallboard, and the inner leaf wallboard, the heat insulation board and the outer leaf wallboard are compounded to form an integrated structure; the connecting piece is long and strip-shaped, and can be a glass fiber connecting piece or other nonmetallic connecting pieces; the connecting piece is inserted between the heat insulation board, the outer leaf wallboard and the inner leaf wallboard, and is used for connecting the heat insulation board, the outer leaf wallboard and the inner leaf wallboard.
With respect to the related art in the above, the inventors consider that: the firmness of the prefabricated shear walls after being mutually installed needs to be improved.
Disclosure of Invention
In order to improve the firmness of prefabricated shear wall connection installation, the application provides a prefabricated shear wall structure of building.
The application provides a prefabricated shear wall structure of building adopts following technical scheme:
the utility model provides a building precast shear wall structure, includes the shear force wallboard, be provided with coupling assembling on the shear force wallboard, coupling assembling includes connecting rod and inserts, and the connecting rod is fixed on the lateral wall of shear force wallboard one side perpendicularly, is provided with the flexible subassembly that is used for driving inserts along the perpendicular to connecting rod length direction removal on the connecting rod; the side wall of one side of the shear wall plate, which is away from the connecting rod, is provided with a connecting hole corresponding to the connecting rod, the shear wall is internally provided with a through slot along the moving direction of the mounting plug-in unit, and the through slot is communicated with the connecting hole and is used for accommodating the mounting plug-in unit.
Through adopting above-mentioned technical scheme, when needs install two prefabricated shear force walls, drive the ampere plug-in components through flexible subassembly and remove to the direction that is close to the connecting rod, then drive ampere plug-in components and connecting rod wear to establish jointly in the connecting hole, promote the shear force wallboard and make the connecting rod remove to the direction of seting up of connecting hole, make the connecting rod drive ampere plug-in components slide to the interlude inslot simultaneously, under flexible subassembly's driving effect, drive ampere plug-in components alternates to the interlude inslot, make ampere plug-in components and connecting rod be L shape and distribute, thereby make two shear force wallboards stable connection, improve the fastness that two prefabricated shear force walls install and use.
Optionally, the telescopic assembly comprises a telescopic rod and a telescopic sleeve, one end of the telescopic sleeve is fixedly connected to the connecting rod along the opening direction of the through slot, and the telescopic rod is slidably connected to the other end of the telescopic sleeve along the length direction of the telescopic sleeve; one end of the telescopic rod, which is away from the telescopic sleeve, is fixedly connected with the insert; and the connecting rod is fixedly connected with a telescopic piece, the telescopic piece is simultaneously and fixedly connected with the mounting insert, and the telescopic piece is used for driving the mounting insert to penetrate into the penetrating slot.
Through adopting above-mentioned technical scheme, when installing two shear force wallboards, compression extensible member for the connecting rod drives the ampere plug-in components and wears to establish to the connecting hole in, when the ampere plug-in components remove to the interlude inslot, release at the extensible member from compression state, make extensible member drive ampere plug-in components alternate to interlude inslot, drive the telescopic link simultaneously and slide in telescopic sleeve, thereby make two shear force wallboards joint each other, follow-up can use steadily.
Optionally, the telescopic rod is set to a rectangular rod, and the telescopic sleeve is set to a rectangular sleeve.
Through adopting above-mentioned technical scheme, the telescopic link and the telescopic tube's of rectangle setting for when the telescopic link wears to establish in telescopic tube, be difficult for taking place to rotate in telescopic tube, thereby be difficult for driving the extensible member and take place the skew when flexible, improve the stability that the extensible member used.
Optionally, the number of the connecting components is set into a plurality of groups, and the plurality of groups of connecting components are uniformly distributed along the length direction of the side wall of the corresponding shear wallboard; the connecting holes formed in the side wall of the shear wallboard correspond to the plurality of groups of connecting components.
Through adopting above-mentioned technical scheme, multiunit coupling assembling and connecting hole's setting for the tie point when two shear force wallboard are connected is more, thereby makes two shear force wallboard connection more firm.
Optionally, a pouring hole communicated with the penetration groove is formed in the shear wallboard.
Through adopting above-mentioned technical scheme, the setting of filling hole, after connecting assembly alternates to the connecting hole and the interlude inslot of another shear force wallboard on one shear force wallboard, through pouring the concrete into the filling hole, seal connecting assembly in connecting hole and interlude inslot, further improve the firmness after two shear force wallboards are connected.
Optionally, the connecting rod is connected with the sliding bead in a rotating way, and the sliding bead is used for being abutted with the hole wall of the connecting hole.
Through adopting above-mentioned technical scheme, when the connecting rod drives the ampere plug-in components and slides in the connecting hole, drives the sliding bead and rolls on the pore wall of connecting hole, reduces the frictional force between connecting rod and the connecting hole for two shear force wallboard connection's more smooth.
Optionally, the hole wall of the pouring hole is provided with threads, and the inner thread of the pouring hole is connected with a sealing rod for sealing the pouring hole.
Through adopting above-mentioned technical scheme, after pouring the concrete to the pouring hole, through rotating the dead lever and threaded connection in the pouring hole, seal the pouring hole, avoid concrete to leak from the pouring hole.
Optionally, a baffle ring is arranged on the sealing rod, and the baffle ring is coaxially fixed on the sealing rod and is used for being abutted with the shear wall plate.
Through adopting above-mentioned technical scheme, the setting of keeping off the ring for after the dead lever rotates to the pouring hole, drive the keeping off the ring butt on shear force wallboard, carry out further shutoff to the pouring hole, improve the sealing performance to the pouring hole.
In summary, the present application includes the following beneficial technical effects:
through setting up coupling assembling and connecting hole, after the direction that flexible subassembly drive ampere plug-in components moved to being close to the connecting rod, drive An Chajian and connecting rod wear together to establish in the connecting hole, then drive the ampere plug-in components through the connecting rod and slide to interlude inslot after, under the effect of flexible subassembly, drive ampere plug-in components alternates to interlude inslot, because the direction of seting up of wearing slot and connecting hole is mutually perpendicular for two shear force wallboard joint each other under coupling assembling's effect, improves two shear force wallboard connection's fastness.
Drawings
FIG. 1 is a partial cross-sectional view of an embodiment of the present application showing a through slot;
fig. 2 is a partial enlarged view at a in fig. 1.
Reference numerals: 1. a shear wallboard; 2. a connection assembly; 21. a connecting rod; 22. an insert; 23. a telescoping assembly; 231. a telescopic rod; 232. a telescoping sleeve; 233. a telescoping member; 4. a connection hole; 5. inserting slots; 6. a sliding bead; 7. a closing rod; 71. a baffle ring; 72. and (5) pouring the holes.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-2.
The utility model provides a prefabricated shear wall structure of building, referring to fig. 1 and 2, including shear wall board 1, shear wall board 1 sets up to rectangular wall structure, is provided with on one lateral wall of shear wall board 1 and is used for connecting other shear wall board 1's coupling assembling 2.
Referring to fig. 1 and 2, the connecting assembly 2 includes a connecting rod 21 and an insert 22, one end of the connecting rod 21 is perpendicular to the side wall of the shear wall board 1 and is poured on the shear wall board 1 through cement, the other end is connected with the insert 22, a telescopic assembly 23 is arranged between the insert 22 and the connecting rod 21, the telescopic assembly 23 includes a telescopic rod 231 and a telescopic sleeve 232, the telescopic sleeve 232 is perpendicular to the length direction of the connecting rod 21 and is arranged at one end of the connecting rod 21 far away from the corresponding shear wall board 1, one end of the telescopic rod 231 is arranged in the telescopic sleeve 232 in a penetrating manner, the other end of the telescopic rod 231 is connected with the insert 22 in a welding manner, a telescopic member 233 is arranged on the connecting rod 21 and is arranged outside the telescopic sleeve 232 in a coaxial sleeve manner along the length direction of the telescopic sleeve 232, one end of the telescopic member 233 is welded on the connecting rod 21, and the other end of the telescopic member 233 is welded on the insert 22, and the telescopic member 233 is used for driving the insert 22 to move towards the direction far away from the telescopic sleeve 232.
Referring to fig. 1 and 2, a connecting hole 4 corresponding to the connecting rod 21 is formed in a side wall of the shear wall plate 1 corresponding to the connecting component 2, one end of the connecting hole 4 away from the side wall of the shear wall plate 1 is communicated with an inserting groove 5, the inserting groove 5 is perpendicular to the direction of the connecting hole 4, one end of the inserting groove 5 is communicated with the connecting hole 4, the inserting groove 5 is formed in the shear wall plate 1, and the inserting groove 5 is used for accommodating insertion of the plug 22.
Referring to fig. 1 and 2, when two shear wallboards 1 need to be connected, by pressing the insert 22 on one shear wallboard 1, the telescopic piece 233 is contracted to drive the telescopic rod 231 to slide in the telescopic sleeve 232, then by inserting the compressed insert 22 and the connecting rod 21 into the connecting hole 4 of the other shear wallboard 1, the connecting rod 21 is driven to penetrate into the corresponding connecting hole 4, when the insert 22 slides into the penetrating groove 5, due to the arrangement of the penetrating groove 5 perpendicular to the opening direction of the connecting hole 4, under the driving action of the telescopic piece 233, the driving An Chajian slides in the direction away from the connecting rod 21, and simultaneously drives the telescopic rod 231 to slide in the telescopic sleeve 232, and the telescopic piece 233 drives the insert 22 to abut against one end of the penetrating groove 5 away from the connecting hole 4, so that the two shear wallboards 1 are mutually clamped and stably connected, and are not easy to separate from each other.
Referring to fig. 1 and 2, the telescopic rod 231 is set to a rectangular rod, the telescopic sleeve 232 is set to be rectangular, and the telescopic rod 231 and the telescopic sleeve 232 are set to be rectangular, so that the telescopic rod 231 is not easy to rotate in the telescopic sleeve 232 when sliding in the telescopic sleeve 232, the telescopic rod 231 is not easy to deviate from the telescopic member 233 when moving along with the telescopic member 233, and stability of the telescopic member 233 when driving the plug-in unit 22 to move is improved.
Referring to fig. 1 and 2, the connection assemblies 2 on each shear wall plate 1 are arranged into a plurality of groups, the plurality of groups of connection assemblies 2 are uniformly distributed along the length direction of the side wall of the shear wall, and the number and the positions of the connection holes 4 formed in the side wall of the shear wall plate 1, which is away from the connection assemblies 2, correspond to those of the connection assemblies 2; the arrangement of the plurality of groups of connecting assemblies 2 and the connecting holes 4 ensures that the two shear wallboards 1 are connected more tightly, and the stability of the two shear wallboards 1 after being connected is further improved.
Referring to fig. 1 and 2, the sliding bead 6 is inlayed in the one end roll that the connecting rod 21 deviates from telescopic sleeve 232, and when the connecting rod 21 drove telescopic assembly 23 and inserts 22 and slide in connecting hole 4, the frictional force that the setting up of sliding bead 6 made connecting rod 21 and connecting hole 4 inner wall reduces for connecting rod 21 wears to establish more smoothly in the connecting hole 4.
Referring to fig. 1 and 2, a pouring hole 72 communicating with the penetration groove 5 is formed on the surface of the shear wallboard 1, the pouring hole 72 is used for pouring concrete into the penetration groove 5 and the connecting hole 4, and the connecting assembly 2 penetrated in the penetration groove 5 and the connecting hole 4 is sealed by drying the concrete, so that the firmness of the two shear wallboards 1 after being connected is further improved; the sealing rod 7 is arranged on the pouring hole 72, the sealing rod 7 is a screw rod, threads matched with the sealing rod 7 are arranged on the hole wall of the pouring hole 72, the sealing rod 7 is arranged in the pouring hole 72 in a penetrating mode and is in threaded connection with the pouring hole 72, and the sealing rod 7 is in threaded connection with the pouring hole 72 to seal the pouring hole 72, so that concrete is prevented from leaking out of the pouring hole 72; the blocking ring 71 is welded on the sealing rod 7, the blocking ring 71 is in a circular ring shape, the blocking ring 71 is sleeved on the sealing rod 7 and is coaxial with the sealing rod 7, and the blocking ring 71 is used for being abutted with the shear wallboard 1; when the pouring hole 72 needs to be plugged, the sealing rod 7 is rotated to enable the sealing rod 7 to be screwed into the pouring hole 72, the sealing rod 7 drives the baffle ring 71 to be abutted on the shear wallboard 1 around the pouring hole 72, the pouring hole 72 is further sealed, and the sealing effect on the pouring hole 72 is improved.
The implementation principle of the prefabricated shear wall structure for the building is as follows: when two shear wallboards 1 need to be installed, the inserting piece 22 moves towards the direction close to the connecting rod 21 by compressing the telescopic piece 233, then the inserting piece 22 and the connecting rod 21 are jointly penetrated into the connecting hole 4, the connecting rod 21 is driven to drive the inserting piece 22 to slide in the connecting hole 4, when the inserting piece 22 slides into the penetrating groove 5, under the driving action of the telescopic piece 233, the inserting piece 22 is penetrated into the penetrating groove 5, and meanwhile, the telescopic rod 231 is driven to slide in the telescopic sleeve 232, so that the inserting piece 22 drives the telescopic sleeve 232 of the telescopic rod 231 and the connecting rod 21 to be distributed in an L shape, and the two shear wallboards 1 are mutually clamped; and then, the through slot 5 and the connecting hole 4 are sealed by pouring concrete into the pouring hole 72, so that the stability of the connection of the two shear wallboards 1 is further improved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a prefabricated shear wall structure of building which characterized in that: the novel shear wallboard comprises a shear wallboard (1), wherein a connecting component (2) is arranged on the shear wallboard (1), the connecting component (2) comprises a connecting rod (21) and an inserting component (22), the connecting rod (21) is vertically fixed on the side wall of one side of the shear wallboard (1), and a telescopic component (23) for driving An Chajian (22) to move along the length direction vertical to the connecting rod (21) is arranged on the connecting rod (21); connecting holes (4) corresponding to the connecting rods (21) are formed in the side walls, away from the connecting rods (21), of the shear wallboard (1), through slots (5) are formed in the shear wallboard (1) along the moving direction of the mounting plug-in units (22), and the through slots (5) are communicated with the connecting holes (4) and are used for accommodating the mounting plug-in units (22).
2. The prefabricated shear wall structure of claim 1, wherein: the telescopic assembly (23) comprises a telescopic rod (231) and a telescopic sleeve (232), one end of the telescopic sleeve (232) is fixedly connected to the connecting rod (21) along the opening direction of the penetrating groove (5), and the telescopic rod (231) is slidably connected to the other end of the telescopic sleeve (232) along the length direction of the telescopic sleeve (232); one end of the telescopic rod (231) deviating from the telescopic sleeve (232) is fixedly connected with the insert (22); the connecting rod (21) is fixedly connected with a telescopic piece (233), the telescopic piece (233) is simultaneously and fixedly connected with the inserting piece (22), and the telescopic piece (233) is used for driving the An Chajian (22) to penetrate into the penetrating groove (5).
3. The prefabricated shear wall structure of claim 2, wherein: the telescopic rod (231) is arranged as a rectangular rod, and the telescopic sleeve (232) is arranged as a rectangular sleeve.
4. The prefabricated shear wall structure of claim 1, wherein: the number of the connecting components (2) is set into a plurality of groups, and the plurality of groups of connecting components (2) are uniformly distributed along the length direction of the side wall of the corresponding shear wallboard (1); the connecting holes (4) arranged on the side wall of the shear wallboard (1) correspond to the plurality of groups of connecting components (2).
5. The prefabricated shear wall structure of claim 1, wherein: and the shear wallboard (1) is provided with a pouring hole (72) communicated with the penetrating groove (5).
6. The prefabricated shear wall structure of claim 1, wherein: and the connecting rod (21) is rotationally connected with a sliding bead (6), and the sliding bead (6) is used for being abutted with the hole wall of the connecting hole (4).
7. The prefabricated shear wall structure of claim 5, wherein: the hole wall of the pouring hole (72) is provided with threads, and the inner threads of the pouring hole (72) are connected with a sealing rod (7) for sealing the pouring hole (72).
8. The prefabricated shear wall structure of claim 7, wherein: the sealing rod (7) is provided with a baffle ring (71), and the baffle ring (71) is coaxially fixed on the sealing rod (7) and is used for being abutted with the shear wallboard (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222720121.6U CN218970324U (en) | 2022-10-11 | 2022-10-11 | Prefabricated shear wall structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222720121.6U CN218970324U (en) | 2022-10-11 | 2022-10-11 | Prefabricated shear wall structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218970324U true CN218970324U (en) | 2023-05-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222720121.6U Active CN218970324U (en) | 2022-10-11 | 2022-10-11 | Prefabricated shear wall structure of building |
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| Country | Link |
|---|---|
| CN (1) | CN218970324U (en) |
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- 2022-10-11 CN CN202222720121.6U patent/CN218970324U/en active Active
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