CN202000362U - Crossed slope protection structure - Google Patents
Crossed slope protection structure Download PDFInfo
- Publication number
- CN202000362U CN202000362U CN2011200594406U CN201120059440U CN202000362U CN 202000362 U CN202000362 U CN 202000362U CN 2011200594406 U CN2011200594406 U CN 2011200594406U CN 201120059440 U CN201120059440 U CN 201120059440U CN 202000362 U CN202000362 U CN 202000362U
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- slope
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- cast
- side slope
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Abstract
The utility model relates to a slope protection structure, in particular to a crossed slope protection structure. The technical problem to be solved is to provide the crossed slope protection structure; and the technical problems of urgent construction periods and high quality and schedule requirements of side slope protection engineering are mainly solved. The structure has the advantages of a small amount of construction mechanical equipment, lower construction difficulty, quick engineering schedules, small engineering amount, low cost, environment friendliness and aesthetic appearance. In the technical scheme for solving the problems, a group of precast concrete crossed members are spliced and anchored on the surface of a side slope; splicing holes formed among the precast concrete crossed members are filled with environment-friendly concrete members; pointing joints are formed at the positions of splicing gaps through cast-in-place concrete; the top of the slope is a cast-in-place concrete plane; and the toe of the slope is provided with a cast-in-place concrete drainage channel. The slope protection structure is suitable for the side slope protection engineering in water conservancy, hydroelectric power and water transportation, particularly the protection engineering of a road side slope and a factory area protection side slope which are constructed on dry lands.
Description
Technical field
The utility model relates to a kind of protective slope structure, and particularly a kind of cross protective slope structure is applicable to the slope of highway of side slope protection engineering, especially dry work in water conservancy and hydropower and the water transport traffic and the preventive works of plant area's protection side slope.
Background technology
Hydraulic and Hydro-Power Engineering, Communication and Transportation Engineering, urban flood defence projects for stagnant water drainage, river channelization engineering, sea port dock shore protection etc., all needing to carry out bank cleaning and regulation, generally is to adopt cemented rock bank protection, placed rockfill bank protection, concrete revetment etc. in the actual engineering.
In recent years; along with the increasing water conservancy and hydropower of China, highway water transport traffic engineering put into operation; side slope protection administer technology gradually towards complete function, beautiful environment, the diversified direction of pattern develops; the sky way of water conservancy and hydropower exploitation; the speedway of urban construction; river alongshore, plant area campsite etc. all need to carry out slope treatment, and safeguard structure pattern quality is unimpeded etc. to ecological protection along the line, environmental improvement, highway water transport, all plays crucial effect.
Summary of the invention
The technical problems to be solved in the utility model is: propose a kind of cross protective slope structure, mainly solve the side slope protection engineering difficult problem that the duration is tight, the quality schedule requirement is high, this structure has the advantage that construction equipment is few, difficulty of construction is low, programming is fast, engineering quantity is little, cost is low, environmental protection is attractive in appearance.
The technical scheme that the utility model adopted is: a kind of cross protective slope structure; has side slope; it is characterized in that: splicing and one group of cross member of precast concrete of anchoring on this side slope surface; the splicing hole that forms between the cross member of each precast concrete is filled by the environment-friendly concrete member; place, splicing slit forms jointing by cast-in-situ concrete; the top, slope is the cast-in-situ concrete plane, and toe is provided with the cast-in-situ concrete gutter.
The cross member of described precast concrete by Φ 32 dowels be anchored at domatic on.
Described environment-friendly concrete member is the polygon column construction.
The beneficial effects of the utility model are: this practicality is according to water conservancy and hydropower hinge bank protection along the line, shipping lane bank protection, the requirement of sea port dock bank protection along the line, highway communication bank protection along the line, urban flood defence bank protection work, with the cross member of precast concrete is that material of main part is built bank protection, its light in structure grain husk, stressed clear, environmental protection is attractive in appearance, and this protective slope structure easy construction, construction speed are fast.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the sectional view of the utility model embodiment.
The specific embodiment
As shown in Figure 1 and Figure 2, present embodiment has side slope 7, splicing and be fixed with one group of cross member 1 of precast concrete on this side slope domatic, and the cross member of precast concrete adopts 2 anchorings of Φ 32 dowels.Because of the design feature of the cross member 1 of precast concrete causes can forming the splicing hole after its splicing between them; and leave the splicing slit unavoidably; this example environment-friendly concrete member 3 with hexagonal cylindrical in the splicing hole is filled; to splice the slit and do the jointing processing, form jointing 4 with cast-in-situ concrete.Push up 5 cast-in-situ concretes and leveling on the slope, make the top, slope be the plane; Be used for river bottom protection and gutter 6 is set at toe also concreting.
The job practices of present embodiment is as follows:
1) first excavation slope 7 is cut sloping smooth formation and is stablized sloping body, and the cross member 1 of precast concrete is laid in handling, adopts Φ 32 dowels 2 fixing.
2) adopt 3 fillings of environment-friendly concrete member at place, splicing hole, adopt cast-in-situ concrete to do jointing at place, splicing slit and handle, form jointing 4.
3) slope top 5 cast-in-situ concretes and leveling, toe concreting river bottom protection also is provided with gutter 6.
Claims (3)
1. cross protective slope structure; has side slope (7); it is characterized in that: splicing and one group of cross member of precast concrete of anchoring (1) on this side slope surface; the splicing hole that forms between the cross member of each precast concrete (1) is filled by environment-friendly concrete member (3); place, splicing slit forms jointing (4) by cast-in-situ concrete; top, slope (5) is the cast-in-situ concrete plane, and toe is provided with cast-in-situ concrete gutter (6).
2. cross protective slope structure according to claim 1 is characterized in that: the cross member of described precast concrete (1) by Φ 32 dowels (2) be anchored at domatic on.
3. cross protective slope structure according to claim 1 and 2 is characterized in that: described environment-friendly concrete member (3) is the polygon column construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200594406U CN202000362U (en) | 2011-03-03 | 2011-03-03 | Crossed slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200594406U CN202000362U (en) | 2011-03-03 | 2011-03-03 | Crossed slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000362U true CN202000362U (en) | 2011-10-05 |
Family
ID=44703107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200594406U Expired - Lifetime CN202000362U (en) | 2011-03-03 | 2011-03-03 | Crossed slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000362U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643201A (en) * | 2018-05-11 | 2018-10-12 | 广东中绿园林集团有限公司 | A kind of steady type slope ecological prosthetic device and restorative procedure |
| CN109098195A (en) * | 2018-10-25 | 2018-12-28 | 四川宏洲绿高生态科技有限公司 | Protective slope structure |
| CN109362396A (en) * | 2018-10-26 | 2019-02-22 | 大连地拓环境科技有限公司 | A kind of pattern of farming for stability of slope |
| CN109487804A (en) * | 2018-12-06 | 2019-03-19 | 中铁二院工程集团有限责任公司 | The low disturbance reinforcement protection system of red soft rock cut slope and construction method |
-
2011
- 2011-03-03 CN CN2011200594406U patent/CN202000362U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643201A (en) * | 2018-05-11 | 2018-10-12 | 广东中绿园林集团有限公司 | A kind of steady type slope ecological prosthetic device and restorative procedure |
| CN109098195A (en) * | 2018-10-25 | 2018-12-28 | 四川宏洲绿高生态科技有限公司 | Protective slope structure |
| CN109362396A (en) * | 2018-10-26 | 2019-02-22 | 大连地拓环境科技有限公司 | A kind of pattern of farming for stability of slope |
| CN109487804A (en) * | 2018-12-06 | 2019-03-19 | 中铁二院工程集团有限责任公司 | The low disturbance reinforcement protection system of red soft rock cut slope and construction method |
| CN109487804B (en) * | 2018-12-06 | 2024-05-28 | 中铁二院工程集团有限责任公司 | Low-disturbance reinforcement protection system for red-layer soft rock cutting slope and construction method |
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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: 20111005 |