CN109372012A - A kind of Construction of Civil Engineering retaining wall - Google Patents
A kind of Construction of Civil Engineering retaining wall Download PDFInfo
- Publication number
- CN109372012A CN109372012A CN201811332116.XA CN201811332116A CN109372012A CN 109372012 A CN109372012 A CN 109372012A CN 201811332116 A CN201811332116 A CN 201811332116A CN 109372012 A CN109372012 A CN 109372012A
- Authority
- CN
- China
- Prior art keywords
- layer
- matrix
- construction
- supporting mass
- civil engineering
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 239000010410 layer Substances 0.000 claims abstract description 54
- 239000002344 surface layer Substances 0.000 claims abstract description 24
- 239000011159 matrix material Substances 0.000 claims abstract description 22
- 239000004575 stone Substances 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 238000000926 separation method Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims abstract description 6
- 230000008595 infiltration Effects 0.000 claims abstract description 4
- 238000001764 infiltration Methods 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 241000238586 Cirripedia Species 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims 1
- 230000015271 coagulation Effects 0.000 claims 1
- 239000004744 fabric Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Abstract
The invention discloses a kind of Construction of Civil Engineering retaining walls, including matrix, supporting mass is equipped with above matrix, supporting mass includes the framework of steel reinforcement and bottling body fixed with matrix, framework of steel reinforcement includes multiple transverse and longitudinal interlaced arrangement cage bodies one and cage body two, and water layer one of setting up defences at the top of supporting mass, one upper layer of waterproof layer sets top and presses stone, separation layer is set above the pressure stone of top, is laid with soil layer above separation layer；The upper surface of top pressure stone and matrix opens up drainage trough, is connected between two drainage troughs with diversion pipe, and diversion pipe is embedded in inner layer, and inner layer is located on the right side of supporting mass, and the first reinforced mesh, the right end fastening of the first reinforced mesh and cage body one are set in inner layer；The right side of inner layer is equipped with waterproof layer two, sets drainage blanket on the right side of waterproof layer two；Surface layer is set on the left of supporting mass, the second reinforced mesh, the left side fastening of the second reinforced mesh and cage body one are set in surface layer；Multiple infiltration drainage pipes are buried between surface layer and open drainage blanket, the left side of surface layer is equipped with step and multiple diagonal ribs.
Description
Technical field
The present invention relates to engineering construction technology field, in particular to a kind of Construction of Civil Engineering retaining wall.
Background technique
Currently, retaining wall technology is widely used in soil body supporting in field of civil engineering, retaining wall has multiple different knot
Configuration formula, wherein main and common structure type is gravity type, load retaining wall, half gravity type, cantilevered, helps arm-type, U-shaped knot
Structure, sheet pile formula and empty van formula etc..However, the retaining wall under current technology, structure is not secured enough, and intensity difference, construction period is long, resistance to
Impact and stability are poor, and are easy to happen landslide, there are biggish security risk, can not meet need higher and higher in practical
It asks.
Summary of the invention
The object of the present invention is to provide a kind of Construction of Civil Engineering retaining walls, to solve all problems mentioned above.
The technical scheme is that
A kind of Construction of Civil Engineering retaining wall, including matrix, described matrix top are provided with supporting mass, the supporting mass packet
Include the framework of steel reinforcement and bottling body fixed with matrix, the framework of steel reinforcement includes by multiple cage bodies one of binding and fixing and multiple
Cage body two, two transverse and longitudinal interlaced arrangement of the cage body one and cage body；Waterproof layer one, the waterproof are provided at the top of the supporting mass
The upper layer of layer one is provided with top and presses stone, and the separation layer for separation of solid and liquid, the isolation are provided with above the top pressure stone
Layer top is laid with the soil layer for being used for planting plants；The upper surface of the top pressure stone and matrix offers drainage trough, and two are drawn
It is connected between chute with diversion pipe, the diversion pipe is embedded in inner layer, and the inner layer is arranged on the right side of supporting mass, the inner layer
Inside it is provided with the first reinforced mesh, the right end fastening of first reinforced mesh and cage body one；It is provided on the right side of the inner layer
The right side of waterproof layer two, the waterproof layer two is provided with open drainage blanket；Surface layer, the face are provided on the left of the supporting mass
The second reinforced mesh, the left side fastening of second reinforced mesh and cage body one are provided in layer；The surface layer and open row
It is embedded with multiple infiltration drainage pipes between water layer, is provided on the left of the surface layer for the step of walking and multiple reinforcements use
Diagonal rib.
Further, described matrix offers drainage ditch, and the drainage ditch is connected to the drainage trough on matrix.
Further, overflow pipe is embedded in the surface layer, the overflow pipe is connected to diversion pipe.
Further, the surface layer with block barnacle at.
Further, the surface layer is built into concrete.
Further, the inner layer is concrete.
Further, the bottling body is the mixture of sandstone and cement.
Compared with prior art, the beneficial effects of the present invention are:
A kind of Construction of Civil Engineering retaining wall provided by the invention, intensity is high, and structural integrity is good, antidetonation and shock resistance,
It is flow conductivity good to drain, and stability is good, safety, practical, is worthy to be popularized.
Detailed description of the invention
Fig. 1 is the schematic diagram of internal structure of the invention；
Fig. 2 is left view of the invention.
Specific embodiment
1 and Fig. 2 with reference to the accompanying drawing, specific embodiments of the present invention will be described in detail, it is to be understood that this hair
Bright protection scope is not limited by the specific implementation.
Referring to Fig. 1 and Fig. 2, described the embodiment of the invention provides a kind of Construction of Civil Engineering retaining wall, including matrix 1
Supporting mass 15 is provided with above matrix 1, the supporting mass 15 includes the framework of steel reinforcement and bottling body fixed with matrix 1, the steel
Tendons skeleton includes the multiple cage bodies 1 and multiple cage bodies 2 16 by binding and fixing, and the cage body 1 and 2 16 transverse and longitudinal of cage body are handed over
Mistake arrangement；The top of the supporting mass 15 is provided with waterproof layer 1, and the upper layer of the waterproof layer 1 is provided with top and presses stone 9,
It is provided with the separation layer for separation of solid and liquid above the top pressure stone 9, is laid with above the separation layer for planting plants
Soil layer；The upper surface of the top pressure stone 9 and matrix 1 offers drainage trough 14, uses diversion pipe 11 between two drainage troughs 14
Connection, the diversion pipe 11 are embedded in inner layer 10, the setting of inner layer 10 setting in 15 right side of supporting mass, the inner layer 10
There are the first reinforced mesh, the right end fastening of first reinforced mesh and cage body 1；The right side of the inner layer 10 is provided with waterproof
Layer 2 12, the right side of the waterproof layer 2 12 is provided with open drainage blanket 13；It is provided with surface layer 17 on the left of the supporting mass 15,
The second reinforced mesh, the left side fastening of second reinforced mesh and cage body 1 are provided in the surface layer 17；The surface layer 17
Multiple infiltration drainage pipes 6 are embedded between open drainage blanket 13, the left side of the surface layer 17 is provided with for walking
Step 5 and multiple reinforcement diagonal ribs 3.
Further, described matrix 1 offers drainage ditch 2, and the drainage ditch 2 is connected to the drainage trough 14 on matrix 1.
Further, overflow pipe 7 is embedded in the surface layer 17, the overflow pipe 7 is connected to diversion pipe 11.
Further, the surface layer 17 with block barnacle at.
Further, the surface layer 17 is built into concrete.
Further, the inner layer 10 is concrete.
Further, the bottling body is the mixture of sandstone and cement.
In conclusion a kind of Construction of Civil Engineering retaining wall provided by the invention, intensity is high, and structural integrity is good, antidetonation
And shock resistance, it is flow conductivity good to drain, and stability is good, safety, and it is practical, it is worthy to be popularized.
Disclosed above is only several specific embodiments of the invention, and still, the embodiment of the present invention is not limited to this, is appointed
What what those skilled in the art can think variation should all fall into protection scope of the present invention.
Claims (7)
1. a kind of Construction of Civil Engineering retaining wall, including matrix (1), which is characterized in that be provided with bearing above described matrix (1)
Body (15), the supporting mass (15) include the framework of steel reinforcement and bottling body fixed with matrix (1), and the framework of steel reinforcement includes passing through
The multiple cage bodies one (4) and multiple cage bodies two (16) of binding and fixing, the cage body one (4) and cage body two (16) transverse and longitudinal are interlocked cloth
It sets；Waterproof layer one (8) is provided at the top of the supporting mass (15), the upper layer of the waterproof layer one (8) is provided with top and presses stone
(9), it is provided with the separation layer for separation of solid and liquid above top pressure stone (9), is laid with above the separation layer for planting
The soil layer of plant；The upper surface of top pressure stone (9) and matrix (1) offers drainage trough (14), two drainage troughs (14)
Between be connected to diversion pipe (11), the diversion pipe (11) is embedded in inner layer (10), and the inner layer (10) is arranged in supporting mass
(15) right side, the inner layer (10) is interior to be provided with the first reinforced mesh, and first reinforced mesh and the right end of cage body one (4) are tight
Gu；It is provided with waterproof layer two (12) on the right side of the inner layer (10), is provided with open row on the right side of the waterproof layer two (12)
Water layer (13)；It is provided with surface layer (17) on the left of the supporting mass (15), is provided with the second reinforced mesh, institute in the surface layer (17)
The left side for stating the second reinforced mesh and cage body one (4) fastens；It is embedded between the surface layer (17) and open drainage blanket (13)
Multiple infiltration drainages are provided on the left of the surface layer (17) with (6) are managed and are used diagonal rib for the step (5) of walking and multiple reinforcements
(3)。
2. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that described matrix (1) row of offering
Water channel (2), the drainage ditch (2) are connected to the drainage trough (14) on matrix (1).
3. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that be embedded in the surface layer (17)
Overflow pipe (7), the overflow pipe (7) are connected to diversion pipe (11).
4. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the surface layer (17) uses block barnacle
At.
5. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the surface layer (17) uses concrete
It is built into.
6. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the inner layer (10) is coagulation
Soil.
7. a kind of Construction of Civil Engineering retaining wall as described in claim 1, which is characterized in that the bottling body is sandstone and water
The mixture of mud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811332116.XA CN109372012B (en) | 2018-11-09 | 2018-11-09 | Civil engineering construction retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811332116.XA CN109372012B (en) | 2018-11-09 | 2018-11-09 | Civil engineering construction retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109372012A true CN109372012A (en) | 2019-02-22 |
| CN109372012B CN109372012B (en) | 2020-12-08 |
Family
ID=65384204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811332116.XA Active CN109372012B (en) | 2018-11-09 | 2018-11-09 | Civil engineering construction retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109372012B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203256770U (en) * | 2013-05-24 | 2013-10-30 | 王玉 | Retaining wall for water conservancy project |
| CN203834512U (en) * | 2014-05-06 | 2014-09-17 | 昆明学院 | Combined type gravity retaining wall |
| CN204000930U (en) * | 2014-07-30 | 2014-12-10 | 周玲霞 | Retaining wall for hydraulic engineering |
| CN205296211U (en) * | 2016-01-03 | 2016-06-08 | 开封大学 | Hydraulic engineering retaining wall |
| CN206110169U (en) * | 2016-10-20 | 2017-04-19 | 韩紫祥 | Civil engineering construction retaining wall with afforestation and drainage structures |
| CN206768730U (en) * | 2017-03-31 | 2017-12-19 | 朱浩 | A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure |
-
2018
- 2018-11-09 CN CN201811332116.XA patent/CN109372012B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203256770U (en) * | 2013-05-24 | 2013-10-30 | 王玉 | Retaining wall for water conservancy project |
| CN203834512U (en) * | 2014-05-06 | 2014-09-17 | 昆明学院 | Combined type gravity retaining wall |
| CN204000930U (en) * | 2014-07-30 | 2014-12-10 | 周玲霞 | Retaining wall for hydraulic engineering |
| CN205296211U (en) * | 2016-01-03 | 2016-06-08 | 开封大学 | Hydraulic engineering retaining wall |
| CN206110169U (en) * | 2016-10-20 | 2017-04-19 | 韩紫祥 | Civil engineering construction retaining wall with afforestation and drainage structures |
| CN206768730U (en) * | 2017-03-31 | 2017-12-19 | 朱浩 | A kind of retaining wall for hydraulic engineering based on Multiple Protective Structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109372012B (en) | 2020-12-08 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230801 Address after: 230000 B-2704, wo Yuan Garden, 81 Ganquan Road, Shushan District, Hefei, Anhui. Patentee after: HEFEI LONGZHI ELECTROMECHANICAL TECHNOLOGY Co.,Ltd. Address before: Yucai Road 725000 health city of Shaanxi province Hanbin District No. 92 Patentee before: ANKANG University |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230807 Address after: 243000 No. 281 Lingjiatan Road, Hanshan Economic Development Zone, Ma'anshan City, Anhui Province Patentee after: Anhui Construction Engineering Co.,Ltd. Address before: 230000 B-2704, wo Yuan Garden, 81 Ganquan Road, Shushan District, Hefei, Anhui. Patentee before: HEFEI LONGZHI ELECTROMECHANICAL TECHNOLOGY Co.,Ltd. |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A type of civil engineering construction retaining wall Effective date of registration: 20231222 Granted publication date: 20201208 Pledgee: Hanshan County sub branch of Postal Savings Bank of China Ltd. Pledgor: Anhui Construction Engineering Co.,Ltd. Registration number: Y2023980073447 |