CN208039303U - A kind of Construction of Civil Engineering retaining wall - Google Patents

A kind of Construction of Civil Engineering retaining wall Download PDF

Info

Publication number
CN208039303U
CN208039303U CN201820492515.1U CN201820492515U CN208039303U CN 208039303 U CN208039303 U CN 208039303U CN 201820492515 U CN201820492515 U CN 201820492515U CN 208039303 U CN208039303 U CN 208039303U
Authority
CN
China
Prior art keywords
wall
inclined surface
drainpipe
ground
layer
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
Application number
CN201820492515.1U
Other languages
Chinese (zh)
Inventor
魏婧
张亚宁
师丽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yulin University
Original Assignee
Yulin University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Yulin University filed Critical Yulin University
Priority to CN201820492515.1U priority Critical patent/CN208039303U/en
Application granted granted Critical
Publication of CN208039303U publication Critical patent/CN208039303U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Retaining Walls (AREA)

Abstract

The utility model discloses a kind of Construction of Civil Engineering retaining walls of retaining wall technical field,Including ground,It is fixedly connected with wall on the ground,The right side of the wall is equipped with inclined surface,The surface of the inclined surface is equipped with waterproof layer,The left side of the waterproof layer is equipped with buffer layer,The inclined surface is equipped with inside wall through buffer layer and inclined surface and extends to the soil nailing outside inclined surface,The bottom end of the inclined surface is equipped with aqua storage tank,The first drainpipe is connected on the aqua storage tank,Planting groove is equipped at the top of the wall,The bottom of the planting groove connects the second drainpipe,The bottom end of second drainpipe is connect with the first drainpipe,It is described symmetrical equipped with freeze proof layer positioned at the second drainpipe inside wall,The left side wall of the ground is equipped with groove,The right side wall of the ground is equipped with convex block,The wall is equipped with drain hole,This retaining wall bearing capacity is big,Freeze and shock proof,Drainage effect is good.

Description

A kind of Construction of Civil Engineering retaining wall
Technical field
The utility model discloses a kind of Construction of Civil Engineering retaining walls, specially retaining wall technical field.
Background technology
Retaining wall refers to bearing Roadbed Soil or the hillside soil body, prevents from banketing or the structure of soil deformation unstability, at present The retaining wall that people use it is relatively simple for structure, the pressure that a large amount of soil are brought cannot be born, cannot be antifreeze and shockproof, draining Effect is also undesirable.
Utility model content
The purpose of this utility model is to provide a kind of Construction of Civil Engineering retaining walls, to solve to carry in above-mentioned background technology The problem of going out.
To achieve the above object, the utility model provides the following technical solutions:A kind of Construction of Civil Engineering retaining wall, including Ground is fixedly connected with wall on the ground, and the right side of the wall is equipped with inclined surface, and the surface of the inclined surface is equipped with waterproof Layer, the left side of the waterproof layer are equipped with buffer layer, are filled with damping concrete in the buffer layer, the inclined surface be equipped with from Run through buffer layer and inclined surface inside wall and extend to the soil nailing outside inclined surface, the bottom end of the inclined surface is equipped with water storage Slot connects the first drainpipe on the aqua storage tank, and first drainpipe is through wall and extends to outside it, the wall top Portion is equipped with planting groove, and the bottom of the planting groove connects the second drainpipe, and the top of wall is run through in the bottom end of second drainpipe Portion simultaneously extends to inside it, and the bottom end of second drainpipe is connect with the first drainpipe, the second drainpipe inside the wall The left and right sides be arranged with freeze proof layer, frost-resistant concrete is filled in the freeze proof layer, the left side wall of the ground is equipped with The right side wall of groove, the ground is equipped with convex block, and the wall is equipped with drain hole.
Preferably, the main body of the wall and ground by reinforcing bar and coagulation local soil type at the top surface of the wall is equipped with Waterproof surface layer.
Preferably, shown first drainpipe is obliquely installed.
Preferably, the soil nailing on the inclined surface is mutually parallel and uniformly equidistantly arrangement, the soil nailing are equipped with anti-corrosion Layer.
Preferably, water-proof concrete is filled in the waterproof layer.
Compared with prior art, the utility model has the beneficial effects that:This retaining wall is equipped with frost retarding layer, and solution is led because freezing It causes retaining wall damage, this retaining wall to be equipped with shakeproof layer, reduces the injury caused because of vibrations to wall, this retaining wall is equipped with draining The decorum can be good at that the water that deposits in soil is discharged, this retaining wall is equipped with soil nailing, can stable soil structure, increase grabs ground Power so that retaining wall is more firm, is additionally provided with planting groove, beautifies the environment, this retaining wall can also be applied in combination.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model;
Fig. 2 is the utility model side structure schematic diagram.
In figure:1 ground, 2 aqua storage tanks, 3 first drainpipes, 4 second drainpipes, 5 buffer layers, 6 walls, 7 damping concrete, 8 frost-resistant concretes, 9 planting grooves, 10 waterproof layers, 11 soil nailings, 12 freeze proof layers, 13 inclined surface, 14 grooves, 15 drain holes, 16 convex blocks.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides a kind of technical solution:A kind of Construction of Civil Engineering retaining wall, including ground Base 1 is fixedly connected with wall 6 on the ground 1, and the right side of the wall 6 is equipped with inclined surface 13, and the surface of the inclined surface 13 is set There is waterproof layer 10, the left side of the waterproof layer 10 is equipped with buffer layer 5, damping concrete seven is filled in the buffer layer 5, described Inclined surface 13, which is equipped with, to be run through buffer layer 5 and inclined surface 13 from 6 inside of wall and extends to the soil nailing 11 outside inclined surface 13, institute The bottom end for stating inclined surface 13 is equipped with aqua storage tank 2, connects the first drainpipe 3 on the aqua storage tank 2, first drainpipe 3 runs through Wall 6 simultaneously extends to outside it, and 6 top of the wall is equipped with planting groove 9, and the bottom of the planting groove 9 connects the second drainpipe 4, the bottom end of second drainpipe 4 is through the top of wall 6 and extends to inside it, the bottom end of second drainpipe 4 with First drainpipe 3 connects, and the left and right sides of 6 the second drainpipe 4 of inside of the wall is arranged with freeze proof layer 12, the freeze proof layer Frost-resistant concrete 8 is filled in 12, the left side wall of the ground 1 is equipped with groove 14, and the right side wall of the ground 1 is equipped with convex Block 16, the wall 6 are equipped with drain hole 15.
Wherein, the main body of the wall 6 and ground 1 by reinforcing bar and coagulation local soil type at the top surface of the wall 6 is equipped with Waterproof surface layer, shown first drainpipe 3 are obliquely installed, and the soil nailing 11 on the inclined surface 13 is mutually parallel and uniformly equidistantly arranges Row, the soil nailing 11 are equipped with erosion resistant coating, water-proof concrete are filled in the waterproof layer 10.
Operation principle:First soil nailing 11 is inserted into soil, then by the embedment of ground 1 underground, then soil and inclined surface 13 it Between loaded filter is set, loaded filter is made by materials such as the different sand of layer 2-4 granular size, rubble or cobbles, along flow Direction particle gradually increase, the particle of any layer does not allow across adjacent thicker one layer of hole, the particle of same layer Relative movement cannot be generated, the soil that band is not walked when water outflow in dyke (dam) or ground is permeated after loaded filter is set, can prevent Soil erosion occurs, places non-woven geotextile again between loaded filter and inclined surface 13 so that inclined surface 13 and aqua storage tank 2 are all coating It covers, non-woven geotextile is water penetration geosynthetics made of being pierced or woven by needle by synthetic fibers, when having in soil When water, muddy muddy water pass through loaded filter and non-woven geotextile, due to 13 surface layer of inclined surface be equipped with waterproof layer 10 so that water along 13 surface of inclined surface is trickled, and fraction enters aqua storage tank 2 by drain hole 15, major part, is discharged by the first drainpipe 3, no Obstruction, the water that the second drainpipe 4 is used for being discharged in planting groove 9 are easily led to, 9 bottom of planting groove also is provided with loaded filter and nonwoven geotechnique Cloth, this retaining wall are additionally provided with buffer layer 5 and freeze proof layer 12, prevent from causing retaining wall to damage because of vibrations and cold, also be set on ground 1 Fluted 14 and convex block 16, multigroup retaining wall can be applied in combination by groove 14 and convex block 16, this retaining wall structure is simple, Novel design has very strong practical value.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.

Claims (5)

1. a kind of Construction of Civil Engineering retaining wall, including ground (1), it is characterised in that:It is fixedly connected with wall on the ground (1) (6), the right side of the wall (6) is equipped with inclined surface (13), and the surface of the inclined surface (13) is equipped with waterproof layer (10), described anti- The left side of water layer (10) is equipped with buffer layer (5), and damping concrete (7), the inclined surface (13) are filled in the buffer layer (5) It is equipped with inside wall (6) through buffer layer (5) and inclined surface (13) and extends to the external soil nailing (11) in inclined surface (13), The bottom end of the inclined surface (13) is equipped with aqua storage tank (2), and the first drainpipe (3), the first row are connected on the aqua storage tank (2) Water pipe (3) is through wall (6) and extends to outside it, and planting groove (9) is equipped at the top of the wall (6), the planting groove (9) Bottom connects the second drainpipe (4), and the bottom end of second drainpipe (4) through the top of wall (6) and extends to inside it, The bottom end of second drainpipe (4) is connect with the first drainpipe (3), the left and right of internal second drainpipe (4) of the wall (6) Both sides are arranged with freeze proof layer (12), and frost-resistant concrete (8), the left side of the ground (1) are filled in the freeze proof layer (12) Wall is equipped with groove (14), and the right side wall of the ground (1) is equipped with convex block (16), and the wall (6) is equipped with drain hole (15)。
2. a kind of Construction of Civil Engineering retaining wall according to claim 1, it is characterised in that:The wall (6) and ground (1) main body is by reinforcing bar and coagulation local soil type at the top surface of the wall (6) is equipped with waterproof surface layer.
3. a kind of Construction of Civil Engineering retaining wall according to claim 1, it is characterised in that:Shown first drainpipe (3) It is obliquely installed.
4. a kind of Construction of Civil Engineering retaining wall according to claim 1, it is characterised in that:On the inclined surface (13) Soil nailing (11) is mutually parallel and uniformly equidistantly arrangement, the soil nailing (11) are equipped with erosion resistant coating.
5. a kind of Construction of Civil Engineering retaining wall according to claim 1, it is characterised in that:It is filled out in the waterproof layer (10) Fill water-proof concrete.
CN201820492515.1U 2018-04-08 2018-04-08 A kind of Construction of Civil Engineering retaining wall Expired - Fee Related CN208039303U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820492515.1U CN208039303U (en) 2018-04-08 2018-04-08 A kind of Construction of Civil Engineering retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820492515.1U CN208039303U (en) 2018-04-08 2018-04-08 A kind of Construction of Civil Engineering retaining wall

Publications (1)

Publication Number Publication Date
CN208039303U true CN208039303U (en) 2018-11-02

Family

ID=63943687

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820492515.1U Expired - Fee Related CN208039303U (en) 2018-04-08 2018-04-08 A kind of Construction of Civil Engineering retaining wall

Country Status (1)

Country Link
CN (1) CN208039303U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109252543A (en) * 2018-11-23 2019-01-22 湖南山水道生态文化发展有限公司 The retaining wall structure of ground is built on slope
CN110409490A (en) * 2019-08-06 2019-11-05 夏倩倩 A kind of freeze proof retaining wall of hydraulic engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109252543A (en) * 2018-11-23 2019-01-22 湖南山水道生态文化发展有限公司 The retaining wall structure of ground is built on slope
CN110409490A (en) * 2019-08-06 2019-11-05 夏倩倩 A kind of freeze proof retaining wall of hydraulic engineering

Similar Documents

Publication Publication Date Title
CN207760804U (en) A kind of Multi-functional economy dike structure
CN208039303U (en) A kind of Construction of Civil Engineering retaining wall
CN203782664U (en) Anti-scour structure of sandy foundation water gate
CN206941616U (en) Overburden bank protection drainage structures
CN104594297B (en) A kind of double face slab rock-fill dams and construction method thereof
CN207987940U (en) A kind of slope drainage structure
CN205604186U (en) Clay core morals and manners material dam
CN208167783U (en) Gear mud wall composite structure
CN208701709U (en) A kind of geotechnical engineering slope seepage control water-bound
CN208563254U (en) A kind of antiseep of artificial lake structure
CN108532543B (en) Auxiliary anti-seepage layer-paving structure for foundation pit on upstream of dam
CN212104131U (en) Forestry soil and water conservation device on steep slope of height
CN208363029U (en) A kind of hard revetment restoration of the ecosystem structure
CN208870637U (en) A kind of high water head rich water tunnel tunnel bottom construction
CN208167756U (en) The safeguard structure of welding with filler wire
CN208563267U (en) A kind of earth and rockfill dam pressure slope body discharge structure
CN206887885U (en) A kind of hydraulic engineering ecological revetment
CN207348086U (en) A kind of retaining wall for hydraulic engineering
CN102635107B (en) Surface-layer fast solidification method for soft foundation with dredger soil
CN104452789A (en) Homogeneous clay ash dam draining and seeping system
CN205907654U (en) Palm brick permeates water
CN206607548U (en) A kind of protective slope structure of Channel slope
CN104631425A (en) Method for accelerating seepage eliminating and solidification of coal ash
CN105544464B (en) A kind of clear beach material fill construction method of mountain area middle and small river
CN208981489U (en) A kind of runoff interception structure using bamboo permeable catch-basin

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181102

Termination date: 20190408

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