CN201310134Y - Seismic-typhoon resistance reinforcing device of wall - Google Patents
Seismic-typhoon resistance reinforcing device of wall Download PDFInfo
- Publication number
- CN201310134Y CN201310134Y CNU2008202171851U CN200820217185U CN201310134Y CN 201310134 Y CN201310134 Y CN 201310134Y CN U2008202171851 U CNU2008202171851 U CN U2008202171851U CN 200820217185 U CN200820217185 U CN 200820217185U CN 201310134 Y CN201310134 Y CN 201310134Y
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- CN
- China
- Prior art keywords
- wall
- typhoon
- tie beam
- bracing means
- collar tie
- 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
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Abstract
The utility model relates to a seismic-typhoon resistance reinforcing device of wall, relating to the technical field of walls, wherein the top end of a wall is horizontally distributed with a ring beam connected with a roof frame; the bottom of the wall forms a wall bottom end; grids are provided between the ring beam and the wall bottom end; the side end of the wall is distributed with a keel vertical to the horizontal plane; the ring beam, the grids and the wall bottom end all have vertical angles to the keel. The seismic-typhoon resistance reinforcing device is characterized in that the ring beam and the grids are longitudinally penetrated by connecting holes correspondingly; reinforcing components are arranged in the vertical angles and comprise fixed angle irons, screw connecting rods and fastening components; the screw connecting rod penetrates through the fixed angle iron and the connecting hole to be fixedly connected with the wall; and two ends of the screw connecting rod are mounted with the fastening components. Via the combination between the screw connecting rods and the fixed angle irons, the utility model adds an auxiliary fixture structure on the wall beside inherent structure, to fix the whole wall and improve seismic and typhoon resistance effect of the wall.
Description
Technical field
The utility model relates to a kind of bracing means, relates in particular to a kind of body of wall antidetonation, Anti-Typhoon bracing means.
Background technology
In most architectural construction, body of wall is its requisite structure.Thus, the firm degree quality of body of wall has been directly connected to the whole soundness of building.Yet often there is different defectives in existing body of wall when opposing extraneous stress, especially typhoon, earthquake, cause wall body structure loose, very easily caves in.At such defective, portion or the outside increases corresponding bracing means again within it after the body of wall manufacturing is finished often.Yet the installation technique for applying complexity of these bracing means directly can influence the duration.And, along with increasing of bracing means, increased the overall cost raising that building makes up, be unfavorable for large-scale popularization.
Summary of the invention
The purpose of this utility model is to overcome the above problem that prior art exists, and a kind of body of wall antidetonation, Anti-Typhoon bracing means are provided.
For realizing the purpose of this utility model body of wall antidetonation, Anti-Typhoon bracing means, relate to body of wall, body of wall top horizontal distribution has collar tie beam, be connected with roof truss on the collar tie beam, the bottom of body of wall constitutes the body of wall bottom, be provided with grid between collar tie beam and the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane, collar tie beam, grid, the body of wall bottom all and between the keel is formed with vertical angle, wherein: described collar tie beam, vertically be penetrated with the corresponding connecting hole that distributes on the grid, be provided with reinforcement assembly in the vertical angle, reinforcement assembly comprises fixedly angle bar, threaded rod, fastening assembly, threaded rod is passed fixedly and is fixedly connected with body of wall behind the angle bar and connecting hole, and the two ends of threaded rod are equipped with fastening assembly.
Further, above-mentioned body of wall antidetonation, Anti-Typhoon bracing means, wherein, described roof truss is provided with fixedly iron of roof truss, roof truss fixedly iron is provided with through hole, threaded rod pass behind the collar tie beam with roof truss fixedly iron phase be connected.
Further, above-mentioned body of wall antidetonation, Anti-Typhoon bracing means, wherein, described body of wall bottom offers pre-buried via hole, is provided with pre-embedded bolt in the pre-buried via hole, and pre-embedded bolt exposes outside pre-buried via hole, and pre-embedded bolt is connected with the fixedly angle bar that is positioned at the body of wall bottom.
Further, above-mentioned body of wall antidetonation, Anti-Typhoon bracing means, wherein, described fastening assembly comprises nut, pad, nut is nested with at the pad external surface and is connected with threaded rod.
Further, above-mentioned body of wall antidetonation, Anti-Typhoon bracing means, wherein, described fixedly angle bar is " L " shape, fixedly is provided with reinforcing rib between the side of angle bar and the base.
Again further, above-mentioned body of wall antidetonation, Anti-Typhoon bracing means, wherein, described keel both sides are distributed with reinforcement assembly.
Adopt technical solutions of the utility model, rely on screw thread stock and fixing combining of angle bar, make that body of wall is many on its intrinsic framework basis can assist the structure of fixing, fastening whole body of wall has increased Anti-Typhoon, the anti seismic efficiency of body of wall.And implement simple, be convenient to adjust, can be applicable in the building construction of all light-duty woodens, and be specially adapted on two to three layers the building.Therefore, the utility model is worth applying in the art.
The purpose of this utility model, advantage and characteristics will illustrate by the non-limitative illustration of following preferential embodiment and explain that these embodiment only provide as an example with reference to accompanying drawing.
Description of drawings
Fig. 1 is a connection decomposing schematic representation of the present utility model.
The implication of each Reference numeral is as follows among the figure:
1 collar tie beam, 2 roof trusses
3 grids, 4 keel
5 connecting holes 6 are angle bar fixedly
7 threaded rod, 8 nuts
9 pads, 10 pre-embedded bolts
11 roof trusses are iron 12 reinforcing ribs fixedly
The specific embodiment
Body of wall antidetonation as shown in Figure 1, Anti-Typhoon bracing means, relate to body of wall, body of wall top horizontal distribution has collar tie beam 1, be connected with roof truss 2 on the collar tie beam 1, the bottom of body of wall constitutes the body of wall bottom, be provided with grid 3 between collar tie beam 1 and the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane 4, collar tie beam 1, grid 3, the body of wall bottom all and between the keel 4 is formed with vertical angle, its special feature is: described collar tie beam 1, vertically be penetrated with the corresponding connecting hole 5 that distributes on the grid 3, be provided with reinforcement assembly in the vertical angle, reinforcement assembly comprises fixedly angle bar 6, threaded rod 7, fastening assembly, threaded rod 7 passes fixedly that angle bar 6 and connecting hole 5 backs are fixedly connected with body of wall, and the two ends of threaded rod 7 are equipped with fastening assembly.
Further, for the ease of collar tie beam 1 and fixedly angle bar 6 more firm combining, thereby increase the whole body of wall upper end supporting capacity of stress to external world, roof truss 2 is provided with fixedly iron 11 of roof truss, roof truss fixedly iron 11 is provided with through hole, threaded rod 7 pass collar tie beam 1 back and roof truss fixedly iron 11 be connected.
Simultaneously, also consider that the body of wall bottom can and fixedly can reach the combination degree of being scheduled between the angle bar 6, offer pre-buried via hole, be provided with pre-embedded bolt 10 in the pre-buried via hole in the body of wall bottom, and pre-embedded bolt 10 exposes outside pre-buried via hole, and pre-embedded bolt 10 is connected with the fixedly angle bar 6 that is positioned at the body of wall bottom.Like this, making fixedly angle bar 6 rely on pre-embedded bolt 10 is connected and fixed with the body of wall bottom.
Again further, in order to allow fastening assembly play preferable secure bond effect, it comprises nut 8, pad 9, and nut 8 is nested with at pad 9 external surfaces and is connected with threaded rod 7.And, consider that fixing angle bar 6 is parts that meet with stresses and comparatively concentrate, its moulded being " L " shape, fixedly be provided with reinforcing rib 12 between the side of angle bar 6 and the base, further increase its firm distortion-free degree.
Moreover, to set out with regard to the whole firmly degree of building, described keel 4 both sides are distributed with reinforcement assembly, keel 4 are played one add the auxiliary fixing effect of holding.
By above-mentioned character express also in conjunction with the accompanying drawings as can be seen, after adopting the utility model, rely on screw thread stock and fixing combining of angle bar 6, make that body of wall is many on its intrinsic framework basis can assist the structure of fixing, fastening whole body of wall has increased Anti-Typhoon, the anti seismic efficiency of body of wall.And implement simple, be convenient to adjust, can be applicable in the building construction of all light-duty woodens, and be specially adapted on two to three layers the building.Therefore, the utility model is worth applying in the art.
Certainly, more than only be concrete exemplary applications of the present utility model, protection domain of the present utility model is not constituted any limitation.In addition to the implementation, the utility model can also have other embodiment.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the utility model scope required for protection.
Claims (6)
1, the body of wall antidetonation, Anti-Typhoon bracing means, relate to body of wall, body of wall top horizontal distribution has collar tie beam, be connected with roof truss on the collar tie beam, the bottom of body of wall constitutes the body of wall bottom, be provided with grid between collar tie beam and the body of wall bottom, the body of wall side is distributed with the keel vertical with horizontal plane, collar tie beam, grid, the body of wall bottom all and between the keel is formed with vertical angle, it is characterized in that: described collar tie beam, vertically be penetrated with the corresponding connecting hole that distributes on the grid, be provided with reinforcement assembly in the vertical angle, reinforcement assembly comprises fixedly angle bar, threaded rod, fastening assembly, threaded rod is passed fixedly and is fixedly connected with body of wall behind the angle bar and connecting hole, and the two ends of threaded rod are equipped with fastening assembly.
2, body of wall antidetonation according to claim 1, Anti-Typhoon bracing means is characterized in that: described roof truss is provided with fixedly iron of roof truss, and roof truss fixedly iron is provided with through hole, threaded rod pass behind the collar tie beam with roof truss fixedly iron phase be connected.
3, body of wall antidetonation according to claim 1, Anti-Typhoon bracing means, it is characterized in that: described body of wall bottom offers pre-buried via hole, be provided with pre-embedded bolt in the pre-buried via hole, and pre-embedded bolt exposes outside pre-buried via hole, pre-embedded bolt is connected with the fixedly angle bar that is positioned at the body of wall bottom.
4, body of wall antidetonation according to claim 1, Anti-Typhoon bracing means, it is characterized in that: described fastening assembly comprises nut, pad, nut is nested with at the pad external surface and is connected with threaded rod.
5, body of wall antidetonation according to claim 1, Anti-Typhoon bracing means is characterized in that: described fixedly angle bar is " L " shape, fixedly is provided with reinforcing rib between the side of angle bar and the base.
6, body of wall antidetonation according to claim 1, Anti-Typhoon bracing means is characterized in that: described keel both sides are distributed with reinforcement assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202171851U CN201310134Y (en) | 2008-11-27 | 2008-11-27 | Seismic-typhoon resistance reinforcing device of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202171851U CN201310134Y (en) | 2008-11-27 | 2008-11-27 | Seismic-typhoon resistance reinforcing device of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201310134Y true CN201310134Y (en) | 2009-09-16 |
Family
ID=41107387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202171851U Expired - Fee Related CN201310134Y (en) | 2008-11-27 | 2008-11-27 | Seismic-typhoon resistance reinforcing device of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201310134Y (en) |
-
2008
- 2008-11-27 CN CNU2008202171851U patent/CN201310134Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| C56 | Change in the name or address of the patentee |
Owner name: SUZHOU HUANGJIA CROWNHOMES CO., LTD. Free format text: FORMER NAME: SUZHOU CROWNHOMES CO., LTD. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Ni Jun Inventor before: Ni Jun |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 215015, Jiangsu, Wuzhong District Province, Taihu Road, Suzhou Lake crossing Patentee after: Suzhou Crownhomes Co., Ltd. Address before: 215015, Jiangsu, Wuzhong District Province, Taihu Road, Suzhou Lake crossing Patentee before: Suzhou Crownhomes Co., Ltd. |
|
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Wuzhong District Xukou Mashe village 215000 Suzhou city of Jiangsu Province along the bridge Patentee after: SUZHOU CROWNHOMES CO., LTD. Address before: 215015, Jiangsu, Wuzhong District Province, Taihu Road, Suzhou Lake crossing Patentee before: Suzhou Crownhomes Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090916 Termination date: 20171127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |