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CN103696435A - Water conservancy project retaining wall - Google Patents

Water conservancy project retaining wall Download PDF

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Publication number
CN103696435A
CN103696435A CN201310706613.2A CN201310706613A CN103696435A CN 103696435 A CN103696435 A CN 103696435A CN 201310706613 A CN201310706613 A CN 201310706613A CN 103696435 A CN103696435 A CN 103696435A
Authority
CN
China
Prior art keywords
layer
concrete wall
retaining wall
water conservancy
resistant soil
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.)
Pending
Application number
CN201310706613.2A
Other languages
Chinese (zh)
Inventor
杨文革
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201310706613.2A priority Critical patent/CN103696435A/en
Publication of CN103696435A publication Critical patent/CN103696435A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a water conservancy project retaining wall. The water conservancy project retaining wall comprises concrete foundations (1), a concrete wall (2) and a concrete wall body (3); the cross section of the concrete wall body (3) is in a triangular shape; a sand cushion (5), a rubble cushion (6) and a dimension stone layer (7) are arranged on a slope of the concrete wall body (3) from upper to bottom; a corrosion resistant soil layer (8) is arranged on the dimension stone layer (7); a greening layer (10) is arranged on the corrosion resistant soil layer (8); a fabric layer (9) is arranged between the corrosion resistant soil layer (8) and the greening layer (10); a flower pond (11) is formed at the top of the concrete wall (2); draining holes (12) are formed at the bottom of the flower pond (11); overflow holes (13) are formed on the upper portion of the concrete wall body (3) along the horizontal direction; the draining holes (12) are communicated with the overflow holes (13). The water conservancy project retaining wall has the advantages of being high in structural intensity, good in impact resistant performance, attractive in appearance and convenient to construct.

Description

Retaining wall for hydraulic engineering
Technical field
The present invention relates to a kind of retaining wall for hydraulic engineering, belong to hydraulic engineering technical field.
Background technology
Retaining wall refers to supporting Roadbed Soil or the hillside soil body, prevent from banketing or the structure of soil deformation unstability.Existing retaining wall conventionally adopts stone to assemble and forms, and its structural strength is poor, and construction period is long, and poor impact resistance is easily caved in; Simultaneously existing retaining wall outward appearance is ugly, does not meet the requirement of modern residential environment.
Summary of the invention
The object of the invention is to overcome above-mentioned deficiency, a kind of retaining wall for hydraulic engineering is provided, its structural strength is high, and resistance to impact is good, and good looking appearance and construction are convenient.
The object of the present invention is achieved like this: a kind of retaining wall for hydraulic engineering, it comprises concrete foundation, concrete wall and concrete wall, the cross section of described concrete wall is triangular in shape, in described concrete wall, be provided with cage of reinforcement, on described concrete wall domatic, be disposed with sand cushion from bottom to top, hardcore bed and block stone layer, described block stone layer has a plurality of blocks of stones to be mutually spliced, on described block stone layer, be provided with corrosion-resistant soil layer, on described corrosion-resistant soil layer, be provided with green layer, between described corrosion-resistant soil layer and green layer, be provided with tissue layer, described concrete wall top is provided with Hua Chi, bottom, described colored pond is provided with drain hole, described concrete wall top along continuous straight runs is provided with spout hole, described drain hole is connected with spout hole.
Described block of stone is hexagon, and described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other.
Compared with prior art, the present invention has following beneficial effect:
A kind of retaining wall for hydraulic engineering of the present invention, its structural strength is high, and resistance to impact is good, and good looking appearance and construction are convenient.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of retaining wall for hydraulic engineering of the present invention.
Fig. 2 is a kind of embodiment schematic diagram of piece stone in block stone layer.
Fig. 3 is the another kind of embodiment schematic diagram of piece stone in block stone layer.
Wherein:
Concrete foundation 1
Concrete wall 2
Concrete wall 3
Cage of reinforcement 4
Sand cushion 5
Hardcore bed 6
Block stone layer 7
Corrosion-resistant soil layer 8
Tissue layer 9
Green layer 10
Flower pond 11
Drain hole 12
Spout hole 13.
The specific embodiment
Referring to Fig. 1 ~ Fig. 3, a kind of retaining wall for hydraulic engineering of the present invention, it comprises concrete foundation 1, concrete wall 2 and concrete wall 3, the cross section of described concrete wall 3 is triangular in shape, in described concrete wall 3, be provided with cage of reinforcement 4, on described concrete wall 3 domatic, be disposed with sand cushion 5 from bottom to top, hardcore bed 6 and block stone layer 7, described block stone layer 7 has a plurality of blocks of stones to be mutually spliced, described block of stone is hexagon, described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other, on described block stone layer 7, be provided with corrosion-resistant soil layer 8, on described corrosion-resistant soil layer 8, be provided with green layer 10, between described corrosion-resistant soil layer 8 and green layer 10, be provided with tissue layer 9, described concrete wall 2 tops are provided with Hua Chi 11, 11 bottoms, described colored pond are provided with drain hole 12, described concrete wall 3 top along continuous straight runs are provided with spout hole 13, described drain hole 12 is connected with spout hole 13.

Claims (2)

1. a retaining wall for hydraulic engineering, it is characterized in that: it comprises concrete foundation (1), concrete wall (2) and concrete wall (3), the cross section of described concrete wall (3) is triangular in shape, in described concrete wall (3), be provided with cage of reinforcement (4), on described concrete wall (3) domatic, be disposed with sand cushion (5) from bottom to top, hardcore bed (6) and block stone layer (7), described block stone layer (7) has a plurality of blocks of stones to be mutually spliced, on described block stone layer (7), be provided with corrosion-resistant soil layer (8), on described corrosion-resistant soil layer (8), be provided with green layer (10), between described corrosion-resistant soil layer (8) and green layer (10), be provided with tissue layer (9), described concrete wall (2) top is provided with Hua Chi (11), bottom, described colored pond (11) is provided with drain hole (12), described concrete wall (3) top along continuous straight runs is provided with spout hole (13), described drain hole (12) is connected with spout hole (13).
2. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that: described block of stone is hexagon, and described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other.
CN201310706613.2A 2013-12-20 2013-12-20 Water conservancy project retaining wall Pending CN103696435A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310706613.2A CN103696435A (en) 2013-12-20 2013-12-20 Water conservancy project retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310706613.2A CN103696435A (en) 2013-12-20 2013-12-20 Water conservancy project retaining wall

Publications (1)

Publication Number Publication Date
CN103696435A true CN103696435A (en) 2014-04-02

Family

ID=50358085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310706613.2A Pending CN103696435A (en) 2013-12-20 2013-12-20 Water conservancy project retaining wall

Country Status (1)

Country Link
CN (1) CN103696435A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532875A (en) * 2014-12-03 2015-04-22 长春工程学院 Water conservancy retaining wall project
CN106498900A (en) * 2016-11-23 2017-03-15 防城港市水利工程技术管理站 A kind of retaining wall for hydraulic engineering
CN108999148A (en) * 2018-09-04 2018-12-14 国家电网有限公司 A kind of antiseepage type water conservancy dykes and dams and method of construction
CN111501667A (en) * 2020-04-27 2020-08-07 广东中帆建设有限公司 Ecological slope protection structure for hydraulic engineering

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09228341A (en) * 1996-02-22 1997-09-02 Shimizu Corp Seawall structure for waterside vegetation
KR100520480B1 (en) * 2004-11-23 2005-10-11 (주)삼원기술단 Breast wall structure of embankment for road
CN1936190A (en) * 2006-10-13 2007-03-28 河海大学 Impurifying ecological bank-protection combined system
CN203174559U (en) * 2013-04-09 2013-09-04 伊善军 Hydraulic engineering ecological wall
CN203256770U (en) * 2013-05-24 2013-10-30 王玉 Retaining wall for water conservancy project
CN203334244U (en) * 2013-07-04 2013-12-11 江阴市水利工程公司 Ecological protecting slope with high wind wave resisting ability
CN203654316U (en) * 2013-12-20 2014-06-18 杨文革 Retaining wall for hydraulic engineering

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09228341A (en) * 1996-02-22 1997-09-02 Shimizu Corp Seawall structure for waterside vegetation
KR100520480B1 (en) * 2004-11-23 2005-10-11 (주)삼원기술단 Breast wall structure of embankment for road
CN1936190A (en) * 2006-10-13 2007-03-28 河海大学 Impurifying ecological bank-protection combined system
CN203174559U (en) * 2013-04-09 2013-09-04 伊善军 Hydraulic engineering ecological wall
CN203256770U (en) * 2013-05-24 2013-10-30 王玉 Retaining wall for water conservancy project
CN203334244U (en) * 2013-07-04 2013-12-11 江阴市水利工程公司 Ecological protecting slope with high wind wave resisting ability
CN203654316U (en) * 2013-12-20 2014-06-18 杨文革 Retaining wall for hydraulic engineering

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532875A (en) * 2014-12-03 2015-04-22 长春工程学院 Water conservancy retaining wall project
CN106498900A (en) * 2016-11-23 2017-03-15 防城港市水利工程技术管理站 A kind of retaining wall for hydraulic engineering
CN108999148A (en) * 2018-09-04 2018-12-14 国家电网有限公司 A kind of antiseepage type water conservancy dykes and dams and method of construction
CN111501667A (en) * 2020-04-27 2020-08-07 广东中帆建设有限公司 Ecological slope protection structure for hydraulic engineering

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Application publication date: 20140402