CN206768730U - A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure - Google Patents

A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure Download PDF

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Publication number
CN206768730U
CN206768730U CN201720328930.9U CN201720328930U CN206768730U CN 206768730 U CN206768730 U CN 206768730U CN 201720328930 U CN201720328930 U CN 201720328930U CN 206768730 U CN206768730 U CN 206768730U
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China
Prior art keywords
retaining
protective
main
hydraulic engineering
layer
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Expired - Fee Related
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CN201720328930.9U
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Chinese (zh)
Inventor
朱浩
王颖聪
朱春光
胡阳
袁凌云
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朱浩
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Abstract

The utility model provides a kind of retaining wall for hydraulic engineering based on Multiple Protective Structure, including retaining wall main body, climbs ladder, multiple-protection layer, Hua Chi and drainage channel, and described multiple-protection layer and climbing ladder are separately positioned on the both sides of retaining wall main body;Described flower pond is arranged on the top surface of retaining wall main body;Described drainage channel runs through the both sides of retaining wall main body;Described multiple-protection layer includes building block layer, nonwoven layer, sand bedding course and waterproof layer, described building block layer, nonwoven layer, and sand bedding course and waterproof layer are laid on the dash side of retaining wall main body successively from top to bottom.The utility model is advantageous to waterproof, consolidates and planted water plant by low permeable clay, protection effect is more preferably by the setting of multiple-protection layer;The setting of drainage channel, be advantageous to discharge in time and transfinite water and to corrode retaining wall main body in drainage procedure;The setting of ladder is climbed, is easy to climb.

Description

A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure
Technical field
The utility model belongs to hydraulic engineering technical field, more particularly to a kind of hydraulic engineering based on Multiple Protective Structure Retaining wall.
Background technology
Retaining wall for hydraulic engineering is the building on firm slope, to reinforced soil slopes or stoneledge, prevents landslide, prevents projection Fallen with stone, and the safety of protection pedestrian and nearby buildings, water and soil balance can also be prevented.Retaining wall for hydraulic engineering has There is many advantages, such as simple in construction, to take up an area less, be easy for construction and cheap.Retaining wall for hydraulic engineering is not only widely used at present Highway, urban construction, while it is also applied to dam construction, riverbed regulation, port engineering, water and soil conservation, mountain region planning, massif cunning The prevention and control fields such as slope.
Existing retaining wall for hydraulic engineering assembles frequently with stone to be formed, and its structural strength is poor, construction period length, impact resistance Property difference easily cave in;Retaining wall for hydraulic engineering well can not discharge the ponding in soil simultaneously so that the soil body is aqueous When measuring Datong District, the top of retaining wall for hydraulic engineering often room planting design band, and these greenbelts do not have discharge structure, green The water that changing can not discharge in time in band can influence the intensity of whole concrete wall.China Patent Publication No. is CN104404978A, invention and created name are a kind of retaining wall for hydraulic engineering, including base, the base are provided with concrete walls Body, in echelon, the inclination angle of the concrete wall upstream face is more than the inclination angle of back side to the concrete wall, described mixed The top of solidifying cob wall body is provided with greenbelt, and framework of steel reinforcement is provided with the concrete walls body, and the concrete wall is close to meet water The side in face is provided with outlet pipe, and the concrete wall is provided with water inlet pipe close to the side of back side, is located in concrete walls body The lower section of greenbelt is provided with drainpipe, and the water inlet pipe and drainpipe are collected in outlet pipe.But existing hydraulic engineering gear The problem of cob wall is also poor there is protection effect, and stability is low.
Therefore, invent a kind of retaining wall for hydraulic engineering based on Multiple Protective Structure and seem very necessary.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of hydraulic engineering earth-retaining based on Multiple Protective Structure Wall, stability low the problem of poor to solve existing retaining wall for hydraulic engineering protection effect.It is a kind of based on Multiple Protective Structure Retaining wall for hydraulic engineering, including retaining wall main body, climb ladder, multiple-protection layer, Hua Chi and drainage channel, and described is multiple anti- Sheath and climbing ladder are separately positioned on the both sides of retaining wall main body;Described flower pond is arranged on the top table of retaining wall main body Face;Described drainage channel runs through the both sides of retaining wall main body;Described multiple-protection layer includes building block layer, nonwoven layer, sand Bed course and waterproof layer, described building block layer, nonwoven layer, sand bedding course and waterproof layer are laid on retaining wall main body successively from top to bottom Dash side.
Described retaining wall main body includes wall and pedestal, and described wall and pedestal are integrally poured into a mould;Described wall position In the top of pedestal.
Described wall is trapezoidal;Described wall is internally provided with framework of steel reinforcement, is advantageous to improve the shock resistance of wall Ability.
Described framework of steel reinforcement is using laterally and vertical arranged in a crossed manner.
Described building block layer is piled up using concrete segment;Through hole is provided with the middle part of described building block layer, described is logical Low permeable clay is provided with hole, can planting plants, improve and appreciation effect and water filtered.
Described drainage channel includes osculum, drainpipe, draining valve and screen pack, and described osculum runs through retaining wall Main body, described drainpipe are arranged in osculum, and described draining valve and screen pack are installed in the porch of drainpipe.
Described screen pack is specifically socketed in the water inlet of drainpipe, is easy to remove and clears up, good filtration effect.
Described drainpipe uses pvc pipe;The inlet end diameter of described drainpipe is less than water outlet end diameter, is arranging Ensure that water outlet end is not impacted by a large amount of priming charge streams, is advantageous to increase the service life during water.
Described flower bottom of pond portion is provided with water seepage hole, and described water seepage hole penetrates with osculum.
Soakaway trench is provided with described water seepage hole, described soakaway trench connects with drainpipe;Described soakaway trench uses Pvc pipe.
Compared with prior art, the utility model has the advantages that:Due to of the present utility model a kind of based on more The retaining wall for hydraulic engineering of weight safeguard structure is widely used in hydraulic engineering technical field.It is meanwhile of the present utility model beneficial to effect Fruit is:
1. the setting of the utility model multiple-protection layer, be advantageous to waterproof, consolidate and water has been planted by low permeable clay Plant, protection effect is more preferably.
2. the setting of the utility model drainage channel, be advantageous to discharge in time and transfinite water and to invade in drainage procedure Lose retaining wall main body.
3. the utility model climbs the setting of ladder, it is easy to climb.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is multiple-protection Rotating fields schematic diagram of the present utility model.
Fig. 3 is drainage channel structural representation of the present utility model.
Fig. 4 is building block layer structural representation of the present utility model.
In figure:
1- retaining wall main bodys, 11- walls, 12- pedestals, 13- frameworks of steel reinforcement, 2- climbing ladders, 3- multiple-protection layers, 31- Building block layer, 311- concrete segments, 312- through holes, the low permeable clays of 313-, 32- nonwoven layers, 33- sand bedding courses, 34- waterproofs Layer, 4- flowers pond, 5- drainage channels, 51- osculums, 52- drainpipes, 53- draining valves, 54- screen packs, 6- water seepage holes, 7- infiltrations Pipe.
Embodiment
The utility model is described further below in conjunction with accompanying drawing:
Embodiment:
As shown in accompanying drawing 1 to accompanying drawing 4
The utility model provides a kind of retaining wall for hydraulic engineering based on Multiple Protective Structure, including retaining wall main body 1, climbs Ladder 2, multiple-protection layer 3, Hua Chi 4 and drainage channel 5 are climbed, described multiple-protection layer 3 and climbing ladder 2 are separately positioned on gear The both sides of cob wall main body 1;Described flower pond 4 is arranged on the top surface of retaining wall main body 1;Described drainage channel 5 is through gear The both sides of cob wall main body 1;Described multiple-protection layer 3 includes building block layer 31, nonwoven layer 32, sand bedding course 33 and waterproof layer 34, Described building block layer 31, nonwoven layer 32, sand bedding course 33 and waterproof layer 34 are laid on the gear of retaining wall main body 1 successively from top to bottom Water side.
Described retaining wall main body 1 includes wall 11 and pedestal 12, described wall 11 and the one cast of pedestal 12;It is described Wall 11 be located at the top of pedestal 12.
Described wall 11 is trapezoidal;Described wall 11 is internally provided with framework of steel reinforcement 13, is advantageous to improve wall 11 Impact resistance.
Described framework of steel reinforcement 13 is using laterally and vertical arranged in a crossed manner.
Described building block layer 31 is piled up using concrete segment 311;The middle part of described building block layer 31 is provided with through hole 312, be provided with low permeable clay 313 in described through hole 312, can planting plants, improve appreciation effect and water filtered.
Described drainage channel 5 includes osculum 51, drainpipe 52, draining valve 53 and screen pack 54, described osculum 51 run through retaining wall main body 1, and described drainpipe 52 is arranged in osculum 51, and described draining valve 53 and screen pack 54 are installed In the porch of drainpipe 52.
Described screen pack 54 is specifically socketed in the water inlet of drainpipe 52, is easy to remove and clears up, good filtration effect.
Described drainpipe 52 uses pvc pipe;The inlet end diameter of described drainpipe 52 is less than water outlet end diameter, Ensure that water outlet end is not impacted by a large amount of priming charge streams, is advantageous to increase the service life in draining.
The described bottom of flower pond 4 is provided with water seepage hole 6, and described water seepage hole 6 penetrates with osculum 51.
Soakaway trench 7 is provided with described water seepage hole 6, described soakaway trench 7 connects with drainpipe 52;Described soakaway trench 7 use pvc pipe.
Operation principle
The utility model provides anti-impact force by the wall 11 and pedestal 12 of concreting, and waterproof layer 34 stops water enchroachment (invasion) Wall 11 is lost, sand bedding course 33 and nonwoven layer 32 provide stable support, concrete segment 311 then piled up in nonwoven layer 32 And using the planting plants of through hole 312 on concrete segment 311, when water level is too high, draining valve 53 is opened, current are by filtering The filtering of net 54 exports through drainpipe 52.
Using technical scheme described in the utility model, or those skilled in the art is in technical solutions of the utility model Under inspiration, similar technical scheme is designed, and reaches above-mentioned technique effect, is to fall into protection model of the present utility model Enclose.

Claims (10)

1. a kind of retaining wall for hydraulic engineering based on Multiple Protective Structure, it is characterised in that should the water based on Multiple Protective Structure Sharp engineering retaining wall includes retaining wall main body (1), climbing ladder (2), multiple-protection layer (3), Hua Chi (4) and drainage channel (5), Described multiple-protection layer (3) and climbing ladder (2) is separately positioned on the both sides of retaining wall main body (1);Described flower pond (4) is set Put the top surface in retaining wall main body (1);Described drainage channel (5) runs through the both sides of retaining wall main body (1);Described is more Weight overcoat (3) includes building block layer (31), nonwoven layer (32), sand bedding course (33) and waterproof layer (34), described building block layer (31), nonwoven layer (32), sand bedding course (33) and waterproof layer (34) are laid on the dash of retaining wall main body (1) successively from top to bottom Side.
2. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 1, it is characterised in that described earth-retaining Wall main body (1) includes wall (11) and pedestal (12), and described wall (11) and pedestal (12) are integrally poured into a mould;Described wall (11) it is located at the top of pedestal (12).
3. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 2, it is characterised in that described wall (11) to be trapezoidal;Described wall (11) is internally provided with framework of steel reinforcement (13).
4. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 3, it is characterised in that described reinforcing bar Skeleton (13) is using laterally and vertical arranged in a crossed manner.
5. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 1, it is characterised in that described building block Layer (31) is piled up using concrete segment (311);Through hole (312) is provided with the middle part of described building block layer (31), described is logical Low permeable clay (313) is provided with hole (312).
6. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 1, it is characterised in that described draining Passage (5) includes osculum (51), drainpipe (52), draining valve (53) and screen pack (54), and described osculum (51) runs through Retaining wall main body (1), described drainpipe (52) are arranged in osculum (51), described draining valve (53) and screen pack (54) Installed in the porch of drainpipe (52).
7. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 6, it is characterised in that described filtering Net (54) is specifically socketed in the water inlet of drainpipe (52).
8. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 6, it is characterised in that described draining Pipe (52) uses pvc pipe;The inlet end diameter of described drainpipe (52) is less than water outlet end diameter.
9. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 1, it is characterised in that described flower pond (4) bottom is provided with water seepage hole (6), and described water seepage hole (6) penetrates with osculum (51).
10. the retaining wall for hydraulic engineering based on Multiple Protective Structure as claimed in claim 9, it is characterised in that described oozes Soakaway trench (7) is provided with water hole (6), described soakaway trench (7) connects with drainpipe (52);Described soakaway trench (7) uses Pvc pipe.
CN201720328930.9U 2017-03-31 2017-03-31 A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure Expired - Fee Related CN206768730U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720328930.9U CN206768730U (en) 2017-03-31 2017-03-31 A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720328930.9U CN206768730U (en) 2017-03-31 2017-03-31 A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure

Publications (1)

Publication Number Publication Date
CN206768730U true CN206768730U (en) 2017-12-19

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108411850A (en) * 2018-05-15 2018-08-17 钟利芬 A kind of impermeable erosion control water conservancy dam configuration
CN109024472A (en) * 2018-07-17 2018-12-18 芜湖芬特勘测服务有限公司 A kind of hydraulic engineering waterwall
CN109372012A (en) * 2018-11-09 2019-02-22 安康学院 A kind of Construction of Civil Engineering retaining wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108411850A (en) * 2018-05-15 2018-08-17 钟利芬 A kind of impermeable erosion control water conservancy dam configuration
CN109024472A (en) * 2018-07-17 2018-12-18 芜湖芬特勘测服务有限公司 A kind of hydraulic engineering waterwall
CN109372012A (en) * 2018-11-09 2019-02-22 安康学院 A kind of Construction of Civil Engineering retaining wall
CN109372012B (en) * 2018-11-09 2020-12-08 安康学院 Civil engineering construction retaining wall

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171219

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