CN204645059U - A kind of embedded timber composite soil nailing wall structure - Google Patents
A kind of embedded timber composite soil nailing wall structure Download PDFInfo
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- CN204645059U CN204645059U CN201520106467.4U CN201520106467U CN204645059U CN 204645059 U CN204645059 U CN 204645059U CN 201520106467 U CN201520106467 U CN 201520106467U CN 204645059 U CN204645059 U CN 204645059U
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- wall
- hollow
- fixed bar
- timber
- stiffener
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Abstract
The utility model discloses a kind of embedded timber composite soil nailing wall structure, comprise body of wall, body of wall comprises hollow wall, strengthens wall, concrete is provided with in hollow wall, Concrete Filled has some timbers, hollow-core construction is furnished with some end to end first stiffeners and the second stiffener, and the first stiffener and the second stiffener are that X-type is arranged.The utility model adopts hollow wall, strengthens wall compound, and to be filled in hollow wall by timber thus greatly can to increase the intensity of body of wall, and strengthens wall and adopt the first stiffener and the second stiffener interlaced arrangement, greatly can increase the intensity of body of wall.
Description
Technical field
The utility model relates to a kind of timber composite soil nailing wall structure, particularly the embedded timber composite soil nailing wall structure of one.
Background technology
In prior art, as patent ZL201210072048.4 discloses a kind of Miniature pile combined composite soil nailing wall structure, comprise excavation slope, described excavation slope sidewall builds facing concrete layer, the built-in soil nail wall steel mesh reinforcement of described facing concrete layer, excavation slope sidewall is also provided with some dowels stretched in excavation slope; Miniature steel pipe pile is vertically installed with in described excavation slope.This nail wall construction intensity is low, and application life is short.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of employing the first hollow wall, strengthens wall and the second hollow wall compound, and to be filled in hollow wall by timber thus greatly can to increase the intensity of body of wall, and reinforcement wall adopts the first stiffener and the second stiffener interlaced arrangement, greatly can increase the embedded timber composite soil nailing wall structure of the intensity of body of wall.
The utility model is achieved through the following technical solutions:
A kind of embedded timber composite soil nailing wall structure, comprise body of wall, body of wall comprises the first hollow wall, strengthen wall and the second hollow wall, first hollow wall, reinforcement wall and the second hollow wall connect successively, strengthening wall is arranged between the first hollow wall and the second hollow wall, the first concrete is provided with in first hollow wall, first Concrete Filled has some first timbers, first timber is cylinder form, first timber is equally arranged in the first concrete, strengthen being provided with hollow-core construction within the walls, hollow-core construction is furnished with some end to end first stiffeners and the second stiffener, first stiffener and the second stiffener are that X-type is arranged, first stiffener is identical with the shape size of the second stiffener, the second concrete is provided with in second hollow wall, some second timbers are filled with in second concrete, second timber is cylinder form, second timber is equally arranged, second timber is identical with the shape size of the first timber, one end of body of wall is provided with the first fixed bar, the exposed outside at body of wall, two ends of the first fixed bar, first fixed bar and body of wall are threaded connection, first fixed bar and body of wall are in being arranged vertically, the other end of body of wall is provided with the second fixed bar, the exposed outside at body of wall, two ends of the second fixed bar, the second fixed bar and body of wall are threaded connection, and the second fixed bar and body of wall are in being arranged vertically.
As preferably, described first fixed bar and the second fixed bar are in being arranged in parallel.
As preferably, described first fixed bar and the second fixed bar are rod-like structure.
As preferably, described first hollow wall is identical with the thickness of the second hollow wall.
The beneficial effects of the utility model are: because body of wall comprises the first hollow wall, strengthen wall and the second hollow wall, first hollow wall, reinforcement wall and the second hollow wall connect successively, strengthening wall is arranged between the first hollow wall and the second hollow wall, the first concrete is provided with in first hollow wall, first Concrete Filled has some first timbers, first timber is cylinder form, first timber is equally arranged in the first concrete, strengthen being provided with hollow-core construction within the walls, hollow-core construction is furnished with some end to end first stiffeners and the second stiffener, first stiffener and the second stiffener are that X-type is arranged, first stiffener is identical with the shape size of the second stiffener, the second concrete is provided with in second hollow wall, some second timbers are filled with in second concrete, second timber is cylinder form, second timber is equally arranged, second timber is identical with the shape size of the first timber, one end of body of wall is provided with the first fixed bar, the exposed outside at body of wall, two ends of the first fixed bar, first fixed bar and body of wall are threaded connection, first fixed bar and body of wall are in being arranged vertically, the other end of body of wall is provided with the second fixed bar, the exposed outside at body of wall, two ends of the second fixed bar, second fixed bar and body of wall are threaded connection, second fixed bar and body of wall are in being arranged vertically, so this composite soil nailing wall structure adopts the first hollow wall, strengthen wall and the second hollow wall compound, and to be filled in hollow wall by timber thus greatly can to increase the intensity of body of wall, and reinforcement wall adopts the first stiffener and the second stiffener interlaced arrangement, greatly can increase the intensity of body of wall.
Accompanying drawing explanation
For ease of illustrating, the utility model is described in detail by following specific embodiment and accompanying drawing.
Fig. 1 is the structural representation of the embedded timber composite soil nailing wall structure of the utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
As shown in Figure 1, a kind of embedded timber composite soil nailing wall structure, comprise body of wall 1, body of wall 1 comprises the first hollow wall 2, strengthen wall 6 and the second hollow wall 4, first hollow wall 2, reinforcement wall 6 and the second hollow wall 4 connect successively, strengthening wall 6 is arranged between the first hollow wall 2 and the second hollow wall 4, the first concrete 3 is provided with in first hollow wall 2, first concrete 3 is filled with some first timbers 8, first timber 8 is cylinder form, first timber 8 is equally arranged in the first concrete 3, strengthen being provided with hollow-core construction 7 in wall 6, hollow-core construction 7 is furnished with some end to end first stiffener 10 and the second stiffeners 11, first stiffener 10 and the second stiffener 11 are arranged in X-type, first stiffener 10 is identical with the shape size of the second stiffener 11, the second concrete 5 is provided with in second hollow wall 4, some second timbers 9 are filled with in second concrete 5, second timber 9 is cylinder form, second timber 9 is equally arranged, second timber 9 is identical with the shape size of the first timber 8, one end of body of wall 1 is provided with the first fixed bar 12, the exposed outside at body of wall 1, two ends of the first fixed bar 12, first fixed bar 12 is threaded connection with body of wall 1, first fixed bar 12 and body of wall 1 are in being arranged vertically, the other end of body of wall 1 is provided with the second fixed bar 13, the exposed outside at body of wall 1, two ends of the second fixed bar 13, the second fixed bar 13 is threaded connection with body of wall 1, and the second fixed bar 13 and body of wall 1 are in being arranged vertically, first fixed bar 12 and the second fixed bar 13 are in being arranged in parallel, and the first fixed bar 12 and the second fixed bar 13 are rod-like structure, and the first hollow wall 2 is identical with the thickness of the second hollow wall 4.
The embedded timber composite soil nailing wall structure of the utility model, this composite soil nailing wall structure adopts the first hollow wall 2, strengthens wall 6 and the second hollow wall 4 compound, and to be filled in hollow wall by timber thus greatly can to increase the intensity of body of wall, and reinforcement wall 6 adopts the first stiffener 10 and the second stiffener 11 interlaced arrangement, greatly can increase the intensity of body of wall.
The above, be only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, and any change of expecting without creative work or replacement, all should be encompassed within protection domain of the present utility model.Therefore, the protection domain that protection domain of the present utility model should limit with claims is as the criterion.
Claims (4)
1. an embedded timber composite soil nailing wall structure, comprise body of wall, it is characterized in that: body of wall comprises the first hollow wall, strengthen wall and the second hollow wall, first hollow wall, reinforcement wall and the second hollow wall connect successively, strengthening wall is arranged between the first hollow wall and the second hollow wall, the first concrete is provided with in first hollow wall, first Concrete Filled has some first timbers, first timber is cylinder form, first timber is equally arranged in the first concrete, strengthen being provided with hollow-core construction within the walls, hollow-core construction is furnished with some end to end first stiffeners and the second stiffener, first stiffener and the second stiffener are that X-type is arranged, first stiffener is identical with the shape size of the second stiffener, the second concrete is provided with in second hollow wall, some second timbers are filled with in second concrete, second timber is cylinder form, second timber is equally arranged, second timber is identical with the shape size of the first timber, one end of body of wall is provided with the first fixed bar, the exposed outside at body of wall, two ends of the first fixed bar, first fixed bar and body of wall are threaded connection, first fixed bar and body of wall are in being arranged vertically, the other end of body of wall is provided with the second fixed bar, the exposed outside at body of wall, two ends of the second fixed bar, the second fixed bar and body of wall are threaded connection, and the second fixed bar and body of wall are in being arranged vertically.
2. embedded timber composite soil nailing wall structure according to claim 1, is characterized in that: the first fixed bar and the second fixed bar are in being arranged in parallel.
3. embedded timber composite soil nailing wall structure according to claim 1, is characterized in that: the first fixed bar and the second fixed bar are rod-like structure.
4. embedded timber composite soil nailing wall structure according to claim 1, is characterized in that: the first hollow wall is identical with the thickness of the second hollow wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520106467.4U CN204645059U (en) | 2015-02-14 | 2015-02-14 | A kind of embedded timber composite soil nailing wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520106467.4U CN204645059U (en) | 2015-02-14 | 2015-02-14 | A kind of embedded timber composite soil nailing wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204645059U true CN204645059U (en) | 2015-09-16 |
Family
ID=54097817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520106467.4U Expired - Fee Related CN204645059U (en) | 2015-02-14 | 2015-02-14 | A kind of embedded timber composite soil nailing wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204645059U (en) |
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2015
- 2015-02-14 CN CN201520106467.4U patent/CN204645059U/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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Dan Xuelv Inventor after: Dan Xueqi Inventor before: Jin Jiande |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170829 Address after: 312069, Zhejiang, Shaoxing Province town of East Village Alliance Village No. 4-25 Co-patentee after: Dan Xueqi Patentee after: Dan Xuelv Address before: 312099 Zhejiang province Shaoxing City Huiji Road No. 428 Patentee before: Jin Jiande |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170912 Address after: 312000, Zhejiang, Shaoxing province Keqiao District Ping Town agricultural and sideline products street, building C Patentee after: Shaoxing Zheng Garden Construction Co., Ltd. Address before: 312069, Zhejiang, Shaoxing Province town of East Village Alliance Village No. 4-25 Co-patentee before: Dan Xueqi Patentee before: Dan Xuelv |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 Termination date: 20180214 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |