CN201065526Y - Starching and laying rock block fade and reinforced concrete wall combined shore-protection wall structure - Google Patents
Starching and laying rock block fade and reinforced concrete wall combined shore-protection wall structure Download PDFInfo
- Publication number
- CN201065526Y CN201065526Y CNU2007200730673U CN200720073067U CN201065526Y CN 201065526 Y CN201065526 Y CN 201065526Y CN U2007200730673 U CNU2007200730673 U CN U2007200730673U CN 200720073067 U CN200720073067 U CN 200720073067U CN 201065526 Y CN201065526 Y CN 201065526Y
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- wall
- wall body
- steel bar
- reinforced concrete
- cemented rock
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Abstract
The utility model relates to a bank protection wall body structure, in particular to a bank protection wall body structure combined with a grouted rubble elevation and a reinforced concrete wall body, comprising the grouted rubble elevation and the reinforced concrete wall body, which is characterized in that the grouted rubble elevation is arranged outside the reinforced concrete wall body and the rubble is basically square shape; the grouted rubble elevation is connected with the reinforced concrete wall body by the concrete crack pouring and steel bar inserted reinforcement to form the complete wall body structure. The utility model is used for the wall body structure of the bank protection retaining wall and the flood control wall body of channels.
Description
Technical field:
The utility model relates to a kind of wall body structure of shore protection.
Background technology
The body of wall of conventional shore protection (comprising revetment, flood-control wall) has cemented rock body of wall, steel bar concrete body of wall, granite veneer+steel bar concrete body of wall according to the difference of wall body structure pattern.Cemented rock wall body structure mature and reliable, durable in use, outward appearance neat appearance, price is comparatively cheap; But construction is based on craft, and efficiency of construction is low, grouts quality (compactness, mortar strength) and is difficult for guaranteeing that piece stone consumption is big, and construction difficulty is bigger, and body of wall opposing horizontal force ability is poor slightly, and body of wall is prone to the crack.Reinforced concrete wall body structure mature and reliable, durable in use, price is comparatively cheap, mechanized construction degree height, speed of application is fast, and construction quality guarantees that easily body of wall opposing horizontal force ability is good; But outer facade is the light face, and outward appearance is comparatively dull, and because often there is tangible aberration in the inhomogeneities of cement, the concrete surface easily becomes grey black under water environment, and landscape effect is not good.Granite veneer+reinforced concrete wall body structure mature and reliable, durable in use, outward appearance neat appearance, body of wall opposing horizontal force ability is good, mechanized construction degree height, speed of application is fast, and construction quality guarantees easily; But reliability that the granite veneer is connected with body of wall and durability are poor slightly, easily come off, ftracture, and granite veneer price is higher.
The utility model content
The utility model need overcome the shortcoming of cemented rock, the single wall body structure of steel bar concrete, provides a kind of cemented rock facade and steel bar concrete body of wall combined wall body for revetment structure.
The technical solution of the utility model comprises cemented rock facade and reinforced concrete wall body structure, it is characterized in that the cemented rock facade is arranged on the steel bar concrete wall outer side, and this is upright shape for the piece ground mass; Connect into complete wall body structure with the concrete cementation of fissures and reinforcing bar joint bar between steel bar concrete body of wall and the cemented rock facade.
The utility model has the advantage of cemented rock body of wall, steel bar concrete body of wall, granite veneer+reinforced concrete wall body structure, reliable in structure, durable in use, outward appearance neat appearance concurrently; Cemented rock is connected with body of wall reliably, difficult drop-off, and body of wall opposing horizontal force ability is good; Mechanized construction degree height, speed of application is fast, and construction quality guarantees easily; Price is comparatively cheap; The wall body structure such as shore protection barricade, flood-control wall body of wall that can be used for river course, navigation channel.
Description of drawings
What accompanying drawing was represented is the sectional schematic diagram of the combined wall body for revetment structure of cemented rock facade and steel bar concrete body of wall.
The specific embodiment
To be applied to wall body for revetment is example, implements best way of the present utility model below in conjunction with description of drawings: what represent in the accompanying drawing 5 is pile foundations, the 6th, and the soil body, the 7th, water body;
At first build steel bar concrete body of wall 1, on steel bar concrete body of wall 1, reserve joint bar 3 simultaneously, joint bar 3 employing diameter 〉=10 ,≤the 30mm reinforcing bar;
Secondly, in the outside of steel bar concrete body of wall 1, manually build cemented rock facade 2 by laying bricks or stones, cemented rock facade 2 is 1 layer of piece stone at thickness direction, piece stone thickness 〉=0.2m ,≤0.4m;
At last, between steel bar concrete body of wall 1 and cemented rock facade 2, adopt pea gravel concreten 4 cementation of fissures, concrete cementation of fissures thickness 〉=0.05m ,≤0.20m, form complete body of wall.
Claims (4)
1. the combined wall body for revetment structure of cemented rock facade and steel bar concrete body of wall comprises cemented rock facade and reinforced concrete wall body structure, it is characterized in that the cemented rock facade is arranged on the steel bar concrete wall outer side, and this is upright shape for the piece ground mass; Connect into complete wall body structure with the concrete cementation of fissures and reinforcing bar joint bar between steel bar concrete body of wall and the cemented rock facade.
2. the wall body for revetment structure that cemented rock facade according to claim 1 and steel bar concrete body of wall are combined is characterized in that piece stone facade is 1 layer of piece stone at thickness direction, piece stone thickness 〉=0.2m ,≤0.4m.
3. the wall body for revetment structure that cemented rock facade according to claim 1 and 2 and steel bar concrete body of wall are combined, it is characterized in that concrete cementation of fissures thickness 〉=0.05m ,≤0.20m.
4. the wall body for revetment structure that cemented rock facade according to claim 1 and 2 and steel bar concrete body of wall are combined, it is characterized in that joint bar adopt diameter 〉=10 ,≤the 30mm reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200730673U CN201065526Y (en) | 2007-07-30 | 2007-07-30 | Starching and laying rock block fade and reinforced concrete wall combined shore-protection wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200730673U CN201065526Y (en) | 2007-07-30 | 2007-07-30 | Starching and laying rock block fade and reinforced concrete wall combined shore-protection wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201065526Y true CN201065526Y (en) | 2008-05-28 |
Family
ID=39482696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200730673U Expired - Lifetime CN201065526Y (en) | 2007-07-30 | 2007-07-30 | Starching and laying rock block fade and reinforced concrete wall combined shore-protection wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201065526Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480897A (en) * | 2014-11-28 | 2015-04-01 | 上海市政工程设计研究总院（集团）有限公司 | Flood preventing wall with small occupied land area and wide application range |
| CN104532784A (en) * | 2014-11-28 | 2015-04-22 | 上海市政工程设计研究总院（集团）有限公司 | Flood control wall suitable for narrow coastal segment |
| CN104594289A (en) * | 2014-11-28 | 2015-05-06 | 上海市政工程设计研究总院（集团）有限公司 | Pile foundation bearing table type special-shaped flood control wall |
| CN104612105A (en) * | 2014-11-28 | 2015-05-13 | 上海市政工程设计研究总院（集团）有限公司 | Steel concrete structure type flood control wall |
| CN107299646A (en) * | 2016-04-15 | 2017-10-27 | 中交第三航务工程勘察设计院有限公司 | Ecological Retaining Wall structure and its method of construction |
| 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 |
-
2007
- 2007-07-30 CN CNU2007200730673U patent/CN201065526Y/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480897A (en) * | 2014-11-28 | 2015-04-01 | 上海市政工程设计研究总院（集团）有限公司 | Flood preventing wall with small occupied land area and wide application range |
| CN104532784A (en) * | 2014-11-28 | 2015-04-22 | 上海市政工程设计研究总院（集团）有限公司 | Flood control wall suitable for narrow coastal segment |
| CN104594289A (en) * | 2014-11-28 | 2015-05-06 | 上海市政工程设计研究总院（集团）有限公司 | Pile foundation bearing table type special-shaped flood control wall |
| CN104612105A (en) * | 2014-11-28 | 2015-05-13 | 上海市政工程设计研究总院（集团）有限公司 | Steel concrete structure type flood control wall |
| CN104594289B (en) * | 2014-11-28 | 2016-05-11 | 上海市政工程设计研究总院（集团）有限公司 | Pile foundation support table formula abnormity flood-control wall |
| CN104532784B (en) * | 2014-11-28 | 2016-08-24 | 上海市政工程设计研究总院（集团）有限公司 | It is applicable to the flood-control wall of narrow bank section |
| CN107299646A (en) * | 2016-04-15 | 2017-10-27 | 中交第三航务工程勘察设计院有限公司 | Ecological Retaining Wall structure and its method of construction |
| 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 |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080528 |