CN203222772U - Timber pile revetment - Google Patents
Timber pile revetment Download PDFInfo
- Publication number
- CN203222772U CN203222772U CN 201320280341 CN201320280341U CN203222772U CN 203222772 U CN203222772 U CN 203222772U CN 201320280341 CN201320280341 CN 201320280341 CN 201320280341 U CN201320280341 U CN 201320280341U CN 203222772 U CN203222772 U CN 203222772U
- Authority
- CN
- China
- Prior art keywords
- timber
- layer
- concrete
- cement mortar
- revetment
- 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 discloses a timber pile revetment. The timber pile revetment is characterized in that the thickness of a rubble layer is 60-80mm, a fine aggregate concrete layer is arranged on the rubble layer, the thickness of the fine aggregate concrete layer is 100-120mm, a wire gauze is arranged in the middle of the fine aggregate concrete layer, a cement mortar combining layer is arranged on the fine aggregate concrete layer, the thickness of the cement mortar combining layer is 20-30mm, a pebble layer is arranged on the cement mortar combining layer, a concrete protective wall is arranged the end of a revetment, a concrete base is arranged under the concrete protective wall, a timber pile is arranged at the inner side of the concrete protective wall, the diameter of the timber pile is 150mm, and the timber pile is fixed on anticorrosion wood blocks embedded in the concrete protective wall through stainless steel nails.
Description
Technical field
The utility model relates to a kind of timber revetment, is applicable to the water conservancy field.
Background technology
Revetment is the most basic facility in river, and the important structure as the river almost are continuous in the Zone Full in river, has the basic function of bank protection, opposing flood, and the revetment design form is for the construction of river view, and river ecological has facilitation.Therefore, the design of revetment form seems particularly important in the river design.The revetment structure will be considered the flood control safety in river, the soundness of material and the difficulty or ease of construction.
The utility model content
The technical problem that the utility model solves provides a kind of timber revetment, solves existing technical deficiency.
The utility model comprises boulder bed, the cement mortar setting course, wire gauze, the pea gravel concreten layer, macadam, concrete guard wall, concrete pedestal, anticorrosion wooden unit, timber, stainless steel nail, macadam thickness is 60～80mm, the pea gravel concreten layer is set above the macadam, the pea gravel concreten layer thickness is 100～120mm, wire gauze is set in the middle of the pea gravel concreten layer, the cement mortar setting course is set above the pea gravel concreten layer, the cement mortar joint thickness is 20～30mm, above the cement mortar setting course boulder bed is set, the revetment termination arranges concrete guard wall, concrete pedestal is set below the concrete guard wall, the concrete guard wall inboard arranges timber, the timber diameter is 150mm, and timber is fixed on anticorrosion wooden unit in the pre-buried concrete guard wall by stainless steel nail.
The utility model is simple and practical.
Description of drawings
Fig. 1 timber revetment schematic diagram.
Reference numeral: 1, boulder bed, 2, the cement mortar setting course, 3, wire gauze, 4, the pea gravel concreten layer, 5, macadam, 6, concrete guard wall, 7, concrete pedestal, 8, anticorrosion wooden unit, 9, timber, 10, stainless steel nail.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is timber revetment schematic diagram.The utility model comprises boulder bed 1, cement mortar setting course 2, wire gauze 3, pea gravel concreten layer 4, macadam 5, concrete guard wall 6, concrete pedestal 7, anticorrosion wooden unit 8, timber 9, stainless steel nail 10, macadam 5 thickness are 70mm, pea gravel concreten layer 4 is set above the macadam 5, pea gravel concreten layer 4 thickness are 110mm, wire gauze 3 is set in the middle of the pea gravel concreten layer 4, cement mortar setting course 2 is set above the pea gravel concreten layer 4, cement mortar setting course 2 thickness are 25mm, boulder bed 1 is set above the cement mortar setting course 2, the revetment termination arranges concrete guard wall 6, concrete pedestal 7 is set below the concrete guard wall 6, concrete guard wall 6 inboards arrange timber 9, timber 9 diameters are 150mm, and timber 9 is fixed on anticorrosion wooden unit 8 in the pre-buried concrete guard wall 6 by stainless steel nail 10.
Claims (1)
1. timber revetment, it is characterized in that comprising boulder bed, the cement mortar setting course, wire gauze, the pea gravel concreten layer, macadam, concrete guard wall, concrete pedestal, anticorrosion wooden unit, timber, stainless steel nail, macadam thickness is 60～80mm, the pea gravel concreten layer is set above the macadam, the pea gravel concreten layer thickness is 100～120mm, wire gauze is set in the middle of the pea gravel concreten layer, the cement mortar setting course is set above the pea gravel concreten layer, the cement mortar joint thickness is 20～30mm, above the cement mortar setting course boulder bed is set, the revetment termination arranges concrete guard wall, concrete pedestal is set below the concrete guard wall, the concrete guard wall inboard arranges timber, and the timber diameter is 150mm, and timber is fixed on anticorrosion wooden unit in the pre-buried concrete guard wall by stainless steel nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280341 CN203222772U (en) | 2013-05-11 | 2013-05-11 | Timber pile revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280341 CN203222772U (en) | 2013-05-11 | 2013-05-11 | Timber pile revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203222772U true CN203222772U (en) | 2013-10-02 |
Family
ID=49249779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320280341 Expired - Fee Related CN203222772U (en) | 2013-05-11 | 2013-05-11 | Timber pile revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203222772U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120678A (en) * | 2013-11-05 | 2014-10-29 | 成都科创佳思科技有限公司 | Revetment composite structure |
-
2013
- 2013-05-11 CN CN 201320280341 patent/CN203222772U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120678A (en) * | 2013-11-05 | 2014-10-29 | 成都科创佳思科技有限公司 | Revetment composite structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131002 Termination date: 20140511 |