CN112227307A - Steep bank bi dao embankment structure - Google Patents

Steep bank bi dao embankment structure Download PDF

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Publication number
CN112227307A
CN112227307A CN202011329807.1A CN202011329807A CN112227307A CN 112227307 A CN112227307 A CN 112227307A CN 202011329807 A CN202011329807 A CN 202011329807A CN 112227307 A CN112227307 A CN 112227307A
Authority
CN
China
Prior art keywords
bank
embankment
ecological wall
dike
steep
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
CN202011329807.1A
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Chinese (zh)
Inventor
袁以美
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.)
Guangdong Polytechnic of Water Resources and Electric Engineering Guangdong Water Resources and Electric Power Technical School
Original Assignee
Guangdong Polytechnic of Water Resources and Electric Engineering Guangdong Water Resources and Electric Power Technical School
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 Guangdong Polytechnic of Water Resources and Electric Engineering Guangdong Water Resources and Electric Power Technical School filed Critical Guangdong Polytechnic of Water Resources and Electric Engineering Guangdong Water Resources and Electric Power Technical School
Priority to CN202011329807.1A priority Critical patent/CN112227307A/en
Publication of CN112227307A publication Critical patent/CN112227307A/en
Pending legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • A—HUMAN NECESSITIES
    • A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/121—Devices for applying linings on banks or the water bottom
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/60—Planning or developing urban green infrastructure

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a steep bank bi-channel embankment structure, which comprises a current embankment body, a pile embankment body, an ecological wall, a pavement platform and a check net bag; the filling dyke body is filled on the current situation dyke body, the ecological wall is arranged on the water side of the filling dyke body, landscape plants are planted on the ecological wall, the footpath platform is arranged on the water side of the ecological wall, the check net bags are arranged on the slope of the water side of the footpath platform, and the check net bags are filled with rock blocks; therefore, the scheme not only realizes the construction of ecological characteristics, prevents water and soil loss, but also realizes the reinforcement and scour prevention of the dike, thereby practically solving the problem that soil dikes are easy to be hollowed out.

Description

Steep bank bi dao embankment structure
Technical Field
The invention relates to the field of embankment construction, in particular to a steep bank dike structure.
Background
In river regulation engineering, heightening and banking river bank dams on two sides of a thick river are important regulation modes. And for the bank section with a steep bank in front of the bank, the bank is reinforced. The conventional treatment methods are as follows: the soil dike with the current situation of short single-thin is heightened and thickened by using cohesive soil, and the steep bank is scoured by using riprap. In the flood period, the river level is greatly increased, the water flow speed is increased, the hidden trouble that soil dikes are hollowed is caused, and riprap on the steep bank is easily washed away by water flow.
Disclosure of Invention
The invention aims to provide a steep bank dike structure to solve the problem that soil dike feet are easy to be hollowed out.
In order to solve the technical problem, the invention provides a steep bank bi-channel embankment structure, which comprises a current embankment body, a filling embankment body, an ecological wall, a footpath platform and check net bags; the embankment body is filled on the current situation embankment body, the ecological wall is arranged on the water side of the embankment body, landscape plants are planted on the ecological wall, the walkway platform is arranged on the water side of the ecological wall, the check net bags are arranged on the slope of the water side of the walkway platform, and the check net bags are filled with stones.
In one embodiment, the pavement platform comprises a concrete cushion layer, a cement mortar layer, a permeable brick layer and a kerbstone, wherein the concrete cushion layer, the cement mortar layer and the permeable brick layer are sequentially arranged between the two opposite kerbstones from bottom to top.
In one embodiment, the ecological wall comprises a plurality of flower troughs, the flower troughs are arranged in a step shape from top to bottom, and the landscape plants are planted in the flower troughs.
In one embodiment, a plurality of said flower troughs are planted with different said landscape plants.
In one embodiment, the bottom of the flower trough is provided with a drain pipe, and the drain pipe drains towards the filling embankment body.
In one embodiment, the filling embankment body is formed by filling sandy soil.
In one embodiment, the slope ratio formed by laying the check-up net bags is 1: 3.
in one embodiment, the slope ratio formed by filling the filling embankment body is 1: 2.
the invention has the following beneficial effects:
the embankment body is piled on the current embankment body, the ecological wall is arranged on the water side of the embankment body, so that the construction of ecological characteristics is realized, the water and soil loss is prevented, the check net bags are arranged on the slope of the water side of the footpath platform, the check net bags are filled with the rock blocks, the reinforcement and the scour prevention of the embankment are also realized, and the problem that soil embankment feet are easily hollowed is really solved.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view of an assembly box provided by an embodiment of the steep bank dike structure of the present invention;
fig. 2 is a schematic view of the walkway platform construction of fig. 1.
The reference numbers are as follows:
10. a present dike body;
20. filling the dyke body;
30. an ecological wall; 31. landscape plants; 32. a flower trough; 33. a drain pipe;
40. a walkway platform; 41. a concrete cushion; 42. a cement mortar layer; 43. a permeable brick layer; 44. a curb;
50. a check net bag.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
The invention provides a steep bank bi-road embankment structure, an embodiment of which is shown in figures 1 and 2 and comprises a current embankment body 10, a filling embankment body 20, an ecological wall 30, a walkway platform 40 and a check net bag 50; the filling embankment body 20 is filled on the current embankment body 10, the ecological wall 30 is arranged on the water side of the filling embankment body 20, landscape plants 31 are planted on the ecological wall 30, the footpath platform 40 is arranged on the water side of the ecological wall 30, the check net bags 50 are arranged on the slope of the water side of the footpath platform 40, and the check net bags 50 are filled with stones.
The arrangement of the ecological wall 30 realizes the construction of ecological characteristics and prevents water and soil loss, and the arrangement of the check net bags 50 realizes the reinforcement and impact prevention of the dike, thereby practically solving the problem that soil dikes are easy to be hollowed.
Preferably, the walkway platform 40 includes a concrete cushion 41, a cement mortar layer 42, a permeable brick layer 43 and a kerb 44, between the two kerbs 44 arranged oppositely, the concrete cushion 41, the cement mortar layer 42 and the permeable brick layer 43 are arranged in sequence from bottom to top.
After the footpath platform 40 is manufactured by adopting the structure, the stability and the attractiveness of the footpath platform 40 can be ensured, the water drainage is convenient, and the problem of water accumulation is avoided.
Preferably, the ecological wall 30 includes a plurality of flower troughs 32, the plurality of flower troughs 32 are arranged in a step shape from top to bottom, and the landscape plants 31 are planted in the flower troughs 32.
After the structure is adopted, the landscape plants 31 can be planted on the whole waterside of the filling embankment body 20, so that the landscape is beautiful, the ecological characteristic can be covered more comprehensively, and the water and soil loss is prevented better.
Preferably, a plurality of flower troughs 32 are planted with different landscape plants 31.
After the design is adopted, the ecological complexity of the ecological wall 30 can be improved to form a small-range ecological circle, so that the ornamental value is improved, and the sustainable development of the ecological circle is ensured.
Preferably, a drain pipe 33 is provided at the bottom of the flower bed 32, and the drain pipe 33 drains toward the stacking base 20.
After the arrangement mode is adopted, the flower trough 32 can be drained in time, and water accumulation on the footpath platform 40 is also prevented.
Preferably, the filling embankment body 20 is formed by filling sandy soil.
The sandy soil is adopted to make the filling dyke body 20, which has the advantages of reducing the construction difficulty and bringing important help for improving the construction efficiency.
Preferably, the laying of the check-up net bag 50 is performed at a slope ratio of 1: 3.
after the arrangement mode is adopted, the slope ratio formed by laying the check net bags 50 is ensured to be proper, so that the scouring resistance is improved.
Preferably, the slope ratio formed by filling the filling embankment body 20 is 1: 2.
after the arrangement mode is adopted, the slope ratio formed by filling the filling embankment body 20 is ensured to be proper, so that the firmness of the filling embankment body 20 is reinforced.
Specifically, the check-up net bag 50 is formed by filling stone blocks in the check-up net bag, the top width of the check-up net bag is 2-3 m before the check-up net bag is thrown and filled on a steep bank of a river channel, and a slope ratio of 1:3 is formed on the outer side of the check-up net bag. Removing the surface soil of the low soil dike, pouring concrete on the water side to form an ecological wall 30, arranging a flower groove 32 on the wall surface of the ecological wall 30, and arranging a drainage pipe 33 to directly communicate with the flower groove 32. The net width of the flower groove 32 is 40-60 cm, the net depth is 40-50 cm, and a drain hole is formed in the bottom of the groove wall. Planting soil is filled in the flower tank 32, and plants are planted according to landscape requirements. And sand soil is filled behind the ecological wall 30 to form a filling embankment body 20. Another row of plants is planted at the bottom of the ecological wall 30. On a relatively flat beach in front of the dike, a footpath platform 40 with a width of 2m is arranged after the field is leveled. The pavement platform 40 consists of a concrete cushion 41 with the thickness of 15cm, a 1:4 dry-hard cement mortar layer 42 with the thickness of 13cm, a colored water permeable brick layer 43 with the thickness of 6cm and curb stones 44 on two sides from bottom to top.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention.

Claims (8)

1. A steep bank dike structure with a green road is characterized by comprising a current dike body, a filling dike body, an ecological wall, a pavement platform and a check mesh bag; the embankment body is filled on the current situation embankment body, the ecological wall is arranged on the water side of the embankment body, landscape plants are planted on the ecological wall, the walkway platform is arranged on the water side of the ecological wall, the check net bags are arranged on the slope of the water side of the walkway platform, and the check net bags are filled with stones.
2. The steep bank jade path embankment structure according to claim 1, wherein the walkway platforms comprise a concrete pad, a cement mortar layer, a water permeable brick layer and a kerb, between two oppositely arranged kerbs, the concrete pad, the cement mortar layer and the water permeable brick layer being arranged in sequence from bottom to top.
3. The cliff-bank structure according to claim 1, wherein the ecological wall comprises a plurality of flower troughs arranged in a step shape from top to bottom, the landscape plants being planted in the flower troughs.
4. A steep bank birch-bank structure as claimed in claim 3, wherein a plurality of the flower troughs are planted with different landscape plants.
5. The steep bank jade path embankment structure according to claim 3, wherein a drain pipe is provided at the bottom of the flower bed, the drain pipe having a drainage direction toward the fill embankment body.
6. A steep bank dike structure according to claim 1, wherein the bulk-fill bank body is formed from a sandy soil heap.
7. The steep bank birthing dike structure of claim 1, wherein the laid gabion mesh bags form a slope ratio of 1: 3.
8. the steep bank dike structure according to claim 1, wherein the fill bank is filled to form a slope ratio of 1: 2.
CN202011329807.1A 2020-11-24 2020-11-24 Steep bank bi dao embankment structure Pending CN112227307A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011329807.1A CN112227307A (en) 2020-11-24 2020-11-24 Steep bank bi dao embankment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011329807.1A CN112227307A (en) 2020-11-24 2020-11-24 Steep bank bi dao embankment structure

Publications (1)

Publication Number Publication Date
CN112227307A true CN112227307A (en) 2021-01-15

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CN202011329807.1A Pending CN112227307A (en) 2020-11-24 2020-11-24 Steep bank bi dao embankment structure

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Country Link
CN (1) CN112227307A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115233614A (en) * 2022-05-20 2022-10-25 自然资源部第二海洋研究所 Ecological seawall structure and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115233614A (en) * 2022-05-20 2022-10-25 自然资源部第二海洋研究所 Ecological seawall structure and construction method thereof

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