CN215519481U - Integral wall combined by bolts and tensioning members - Google Patents
Integral wall combined by bolts and tensioning members Download PDFInfo
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- CN215519481U CN215519481U CN202121689730.9U CN202121689730U CN215519481U CN 215519481 U CN215519481 U CN 215519481U CN 202121689730 U CN202121689730 U CN 202121689730U CN 215519481 U CN215519481 U CN 215519481U
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Abstract
The utility model discloses an integral wall formed by combining a bolt and a tensioning piece, which comprises an integral wall, wherein the integral wall is formed by splicing a plurality of dry concrete plates, a plurality of sleeves are reserved on the two outer side concrete plates symmetrically, gaskets are sleeved on the sleeves, the gaskets are fixed on the sleeves through screw nuts, the tensioning piece is arranged between the two sleeves and consists of a tensioning head and a tensioning rod, and the two tensioning rods are connected through the tensioning head in a threaded manner. The beneficial conditions of the utility model are as follows: the integrated wall has reliable performance and low production cost, solves the defects of poor water resistance and seepage prevention, exposed connecting nodes and single exterior facing of common light plates, simultaneously keeps the characteristics of light weight and high strength, and has light dead weight, less material consumption and good heat preservation and sound insulation effects.
Description
Technical Field
The utility model relates to the field of assembly type buildings, in particular to an integral wall formed by combining bolts and tensioning pieces.
Background
The assembly type building is a building which is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the utility model aims to provide the integral wall which is formed by combining the bolts and the tensioning members, has reliable integration performance and low production cost, keeps the characteristics of light weight and high strength, and has light dead weight, less material consumption and good heat and sound insulation effects.
In order to achieve the purpose, the technical scheme of the utility model is as follows:
the utility model provides a whole wall that makes up through bolt and tensioning piece, includes whole wall, whole wall 1 form by if dry concrete slab concatenation, two outside concrete slab symmetry reserves a plurality of sleeves, has cup jointed the gasket on the sleeve pipe, makes the gasket fix on the sleeve pipe through screw nut, is equipped with the tensioning piece between two sleeves, the tensioning piece comprises tensioning head, tensioning rod, passes through tensioning head threaded connection in the middle of two straining rods.
Preferably, the gasket is fixedly connected with a tension rod on the tension member by welding.
Preferably, one end of each tensioning rod is provided with a thread, and the threads of the two opposite tensioning rods are opposite
Preferably, the outer surface of the integral wall is provided with a waterproof layer and a decorative layer.
Preferably, pre-applied force is arranged on two sides of the outer portion of the concrete slab during splicing, and the pre-applied force on the two sides is removed after splicing is completed.
The beneficial conditions of the utility model are as follows: the integrated wall has reliable performance and low production cost, solves the defects of poor water resistance and seepage prevention, exposed connecting nodes and single exterior facing of common light plates, simultaneously keeps the characteristics of light weight and high strength, and has light dead weight, less material consumption and good heat preservation and sound insulation effects.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
As shown in figure 1, the integral wall formed by combining the bolts and the tensioning members comprises an integral wall 1 and is characterized in that the integral wall 1 is formed by splicing a plurality of dry concrete plates 2, a plurality of sleeves 3 are reserved on the two outer side concrete plates 2 symmetrically, gaskets 4 are sleeved on the sleeves 3, the gaskets 4 are fixed on the sleeves 3 through screw nuts 5, the tensioning members 6 are arranged between the two sleeves 3, each tensioning member 6 consists of a tensioning head 7 and a tensioning rod 8, and the two tensioning rods 8 are connected through the tensioning heads 7 in a threaded mode. The gasket 4 is fixedly connected with a tension rod 8 on the tension member 6 through welding. One end of each tensioning rod 8 is provided with a thread, and the threads of the two opposite tensioning rods 8 are reverse
The outer surface of the integral wall 1 is provided with a waterproof layer and a decorative finish layer. When the concrete slab is spliced, the external two sides are provided with pre-applied forces 9, and the pre-applied forces 9 on the two sides are removed after the splicing is finished. When the concrete slab is manufactured, if the dry concrete slabs 2 are placed to be close to each other to form the required shape and size, the concrete slabs 2 with the reserved sleeves 3 are placed on the outer sides, then the sleeves are sleeved with the backing plates, the screw rods and the nuts are screwed and fixed by the screw rods and the nuts 5, then the pre-stress 9 is applied to the outer side positions of the concrete slabs 2 on the periphery of the integral wall 1, the concrete slabs 2 are extruded, penetrated and fused into a whole, and then the two ends of the tensioning piece 6 are respectively welded with the gaskets 4 and the tensioning head 7 is tightened. All tensioning elements 6 of the concrete slab 2 are tightened and then the prestressing 9 is removed. At the moment, the deformation requirement of the plates is limited by the tension force of the screw nut 5 and the tension member 6, outward thrust is generated between the concrete plates 2 due to extrusion, a prestressed light integral wall with the concrete plates 2 tightly attached is formed, and finally a waterproof layer and a finishing coat are paved on the outer surface of the integral wall.
It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (5)
1. The utility model provides a whole wall that makes up through bolt and tensioning piece, includes whole wall (1), its characterized in that, whole wall (1) form by if dry concrete slab (2) concatenation, two outside concrete slab (2) symmetry reserve has a plurality of sleeve pipes (3), gasket (4) have been cup jointed on the sleeve pipe (3), make gasket (4) fix on sleeve pipe (3) through screw rod nut (5), be equipped with tensioning piece (6) between two sleeve pipes (3), tensioning piece (6) comprise tensioning head (7), tensioning rod (8), pass through tensioning head (7) threaded connection in the middle of two tensioning rods (8).
2. A monolithic wall assembled by bolts and tension members according to claim 1, wherein said spacer (4) is fixedly connected to the tension rod (8) of the tension member (6) by welding.
3. A monoblock wall assembled by bolts and tension members according to claim 1, characterized in that said tension rods (8) are threaded at one end and the threads of the two opposite tightening rods (8) are reversed.
4. The integral wall combined by the bolt and the tension member as claimed in claim 1, wherein the outer surface of the integral wall (1) is provided with a waterproof layer and a finishing layer.
5. The integral wall combined by the bolt and the tension member as claimed in claim 1, wherein the concrete slab is provided with pre-stress (9) on two outer sides when being spliced, and the pre-stress (9) on two sides is removed after the splicing is completed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121689730.9U CN215519481U (en) | 2021-07-23 | 2021-07-23 | Integral wall combined by bolts and tensioning members |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121689730.9U CN215519481U (en) | 2021-07-23 | 2021-07-23 | Integral wall combined by bolts and tensioning members |
Publications (1)
Publication Number | Publication Date |
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CN215519481U true CN215519481U (en) | 2022-01-14 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202121689730.9U Active CN215519481U (en) | 2021-07-23 | 2021-07-23 | Integral wall combined by bolts and tensioning members |
Country Status (1)
Country | Link |
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CN (1) | CN215519481U (en) |
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2021
- 2021-07-23 CN CN202121689730.9U patent/CN215519481U/en active Active
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20230612 Address after: 310020 Room 2301, Building 1, Zhonghao Wufu Tiandi Business Center, Shangcheng District, Hangzhou, Zhejiang Patentee after: Zhejiang Zhonghao Construction Group Co.,Ltd. Address before: 310000 room 206, floor 2, building 1, building 1, 1180 Bin'an Road, Binjiang District, Hangzhou, Zhejiang Province Patentee before: HANGZHOU CAIZHI BUILDING TECHNOLOGY CO.,LTD. |
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TR01 | Transfer of patent right |