CN201321617Y - Wall body structure of assembled open type revetment - Google Patents
Wall body structure of assembled open type revetment Download PDFInfo
- Publication number
- CN201321617Y CN201321617Y CNU2008201571240U CN200820157124U CN201321617Y CN 201321617 Y CN201321617 Y CN 201321617Y CN U2008201571240 U CNU2008201571240 U CN U2008201571240U CN 200820157124 U CN200820157124 U CN 200820157124U CN 201321617 Y CN201321617 Y CN 201321617Y
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- CN
- China
- Prior art keywords
- wall
- wall body
- casement
- revetment
- reinforced concrete
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- 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 - Lifetime
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Abstract
The utility model relates to a wall body structure of an assembled open type revetment, and relates to a wall body structure of a revetment. An open type reinforced concrete wall body and the wall body structure of the revetment formed by filling a block stone and a filter layer are required to be provided. The prefabricated open type reinforced concrete wall body, the block stone and the filter layer are mounted on the base of a soil mass pouring reinforced concrete soleplate; the wall body structure is characterized in that the open type reinforced concrete wall body is T-shaped or U-shaped or H-shaped; holes are formed on the lateral faceplate of the open type reinforced concrete wall body adjacent to water at intervals; the thickness of the open type reinforced concrete wall body is 0.1 to 0.25 m; the open type reinforced concrete wall body after being assembled on the site is filled with the block stone and the filter layer; the integrated revetment wall body is formed by earthworks after the top is pressed at the top part of the open type reinforced concrete wall body and walls are backfilled. The utility model is used for the wall body structures of revetment retaining walls for riverways and seaways and flood control walls.
Description
Technical field
The utility model relates to a kind of wall body structure of shore protection, particularly adopts prefabricated casement steel bar concrete body of wall and piece stone and loaded filter to fill the wall body for revetment structure of forming.
Background technology
The wall body structure pattern of conventional revetment, flood-control wall mainly contains cemented rock body of wall, steel bar concrete body of wall according to the difference of wall body and finish material.
Cemented rock body of wall outward appearance neat appearance, but construction grouts quality (compactness, mortar strength) and is difficult for guaranteeing that overall durability is not fine based on craft; The body of wall ecological effect is poor, causes the bank band ecological functions reduction of shore, river course.
The reinforced concrete wall body maturation is reliable, durable in use, construction quality guarantees easily; But the body of wall bad hydraulic permeability, ecological effect is poor, causes the bank band ecological functions reduction of shore, river course.
Under the situation that environmental protection requirement improves day by day, the shore protection construction needs to develop to the ecology direction, improves particularly important that the ecological functions of wall body for revetment itself show, build ecology typed bank revetment become necessary from now on must trend.
The utility model content
The utility model technical issues that need to address are the shortcomings that overcome cemented rock, the single wall body structure ecological functions of steel bar concrete weakness, and the prefabricated installation of a kind of suitable wall body for revetment, saturating empty permeable and make up the prefabricated casement steel bar concrete body of wall of habitable environment of wall body for revetment and piece stone and loaded filter and fill the wall body for revetment structure of forming is provided.
The technical solution of the utility model is built at the soil body prefabricated casement steel bar concrete body of wall and piece stone and loaded filter is installed on the basis of steel bar concrete base plate, it is characterized in that casement reinforced concrete wall shape is T-shape or " U " type or " H " type, the side panel perforate at interval near water of saturating casement steel bar concrete body of wall, saturating casement reinforced concrete wall plate thickness 0.1m～0.25m; Saturating casement steel bar concrete body of wall assembles back stone filling and loaded filter at the scene, cubic metre of earth complete wall body for revetment of formation after top and backfill wall are neutralized in saturating casement steel bar concrete body of wall top satisfies the wall body for revetment structure that wall body front and back water body freely exchanged, had biological friendly living environment.
The utility model has the advantage of reinforced concrete wall body structure concurrently, and technology is reliable, durable in use; Especially the advantage that embodies prefabricated assembly type structure can be given prominence in the section that construction plant and engineering time are restricted.This structure has overcome the shortcoming of reinforced concrete wall body structure ecological functions weaknesses, embody the prefabricated installation of wall body for revetment, saturating empty permeable and make up the advantage of wall body for revetment close friend's habitable environment, can be used for the shore protection barricade in river course, navigation channel, the wall body structure of flood-control wall body of wall.
Description of drawings
Fig. 1 is the schematic diagram of the utility model wall body for revetment structure section;
Fig. 2 is the vertical view after the precast reinforced concrete wall assembling of T-shape;
Fig. 3 is the vertical view after the precast reinforced concrete wall assembling of " U " type;
Fig. 4 is the vertical view after the precast reinforced concrete wall assembling of " H " type;
Fig. 5 is the vertical view of the precast reinforced concrete wall of T-shape;
Fig. 6 is the front view of the precast reinforced concrete wall of T-shape;
Fig. 7 is the right view of the precast reinforced concrete wall of T-shape;
Fig. 8 is the vertical view of the precast reinforced concrete wall of " U " type;
Fig. 9 is the front view of the precast reinforced concrete wall of " U " type;
Figure 10 is the right view of the precast reinforced concrete wall of " U " type;
Figure 11 is the vertical view of the precast reinforced concrete wall of " H " type;
Figure 12 is the front view of the precast reinforced concrete wall of " H " type;
Figure 13 is the right view of the precast reinforced concrete wall of " H " type.
The specific embodiment
Below in conjunction with accompanying drawing 1～4 specific embodiment of the present utility model is described:
The utility model is built at the soil body 8 prefabricated saturating casement steel bar concrete body of wall 1 in advance is installed on the basis of steel bar concrete base plate 6, saturating casement steel bar concrete body of wall 1 is shaped as T-shape or " U " type or " H " type (referring to Fig. 5～13), the side panel perforate 5 at interval near water of saturating casement steel bar concrete body of wall 1, aperture 0.05m～0.1m, hole spacing distance 0.3m～0.8m, saturating casement steel bar concrete body of wall 1 thickness 0.1m～0.25m; With cement mortar 4 cementation of fissures, assemble back stone filling 2 and loaded filter 3 at the scene, the particle diameter 0.1m～0.3m of stone filling 2 in adjacent casement steel bar concrete body of wall 1 seam; Loaded filter 3 adopts rubble, non-woven geotextile, bamboo raft; At last after top 7 and backfill wall are neutralized in saturating casement steel bar concrete body of wall 1 top, cubic metres of earth 8 form complete wall body for revetment, satisfy the wall body for revetment structure that water body 9 before and after the wall body freely exchanged and had biological friendly living environment.
Claims (3)
1, the saturating casement wall body for revetment of assembling structure, build at the soil body prefabricated casement steel bar concrete body of wall and piece stone and loaded filter are installed on the basis of steel bar concrete base plate, it is characterized in that casement reinforced concrete wall shape is T-shape or " U " type or " H " type, the side panel perforate at interval near water of saturating casement steel bar concrete body of wall, saturating casement reinforced concrete wall plate thickness 0.1m～0.25m; Saturating casement steel bar concrete body of wall assembles back stone filling and loaded filter at the scene, and the earthwork forms complete wall body for revetment after top and backfill wall are neutralized in saturating casement steel bar concrete body of wall top.
2, the saturating casement wall body for revetment of assembling according to claim 1 structure is characterized in that casement steel bar concrete body of wall at interval aperture 0.05m～0.1m, the hole spacing distance 0.3m～0.8m of perforate of side panel near water.
3, the saturating casement wall body for revetment of assembling according to claim 1 and 2 structure is characterized in that casement steel bar concrete body of wall assembles the particle diameter 0.1m～0.3m of back stone filling at the scene.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201571240U CN201321617Y (en) | 2008-12-15 | 2008-12-15 | Wall body structure of assembled open type revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201571240U CN201321617Y (en) | 2008-12-15 | 2008-12-15 | Wall body structure of assembled open type revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201321617Y true CN201321617Y (en) | 2009-10-07 |
Family
ID=41159003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201571240U Expired - Lifetime CN201321617Y (en) | 2008-12-15 | 2008-12-15 | Wall body structure of assembled open type revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201321617Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284203A (en) * | 2016-10-12 | 2017-01-04 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN106320266A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Hollow box retaining wall structure |
| CN108570964A (en) * | 2018-05-10 | 2018-09-25 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
-
2008
- 2008-12-15 CN CNU2008201571240U patent/CN201321617Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284203A (en) * | 2016-10-12 | 2017-01-04 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN106320266A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Hollow box retaining wall structure |
| CN106284203B (en) * | 2016-10-12 | 2019-08-13 | 上海勘测设计研究院有限公司 | Combined type ecoscape barricade |
| CN108570964A (en) * | 2018-05-10 | 2018-09-25 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
| CN108570964B (en) * | 2018-05-10 | 2019-01-15 | 浙江华东工程建设管理有限公司 | A kind of Ecological Retaining Wall and construction method based on bank slope supporting |
| CN109610407A (en) * | 2018-05-10 | 2019-04-12 | 浙江华东工程建设管理有限公司 | It is a kind of based on dead-weight balanced landslide-proofing Ecological Retaining Wall |
| CN109610407B (en) * | 2018-05-10 | 2020-09-22 | 浙江华东工程建设管理有限公司 | Ecological barricade of landslide prevention based on dead weight is balanced |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20091007 |
|
| CX01 | Expiry of patent term |