CN109610410A - A kind of artificial revetment structure of assembled and its construction method - Google Patents
A kind of artificial revetment structure of assembled and its construction method Download PDFInfo
- Publication number
- CN109610410A CN109610410A CN201811359688.7A CN201811359688A CN109610410A CN 109610410 A CN109610410 A CN 109610410A CN 201811359688 A CN201811359688 A CN 201811359688A CN 109610410 A CN109610410 A CN 109610410A
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- China
- Prior art keywords
- layer
- compacting
- woven fabrics
- reinforcing bar
- plain soil
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Classifications
-
- 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
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- 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
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
-
- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to artificial revetment technical field of structures; a kind of artificial revetment structure of assembled and its construction method, mixed layer, the first non-woven fabrics protective layer, vulcanization type EPDM waterproof rolled sheet layer, the second non-woven fabrics protective layer, several pieces of prefabricated barricade blocks of the reinforcing bar stratum reticulare being successively up arranged including the plain soil layer top in compacting and net spray bed course composition；The plain soil layer of compacting includes bottom horizontal portion and side side slope part；Reinforcing bar stratum reticulare is directly arranged on the plain soil layer of compacting, and net spray bed course includes that M30 cement mortar is constituted, directly injection is covered on the plain soil layer of compacting and covers reinforcing bar stratum reticulare, and net spray bed course includes level course and dipping bed；Prefabricated barricade block includes horizontal segment and tilting section, the integral prefabricated completion in pre-fabricated factory of prefabricated barricade.Structure of the invention is stablized, and without live formwork and casting concrete, shortens construction period, reduces construction cost, will not damage to non-woven fabrics and coiled material, ensure that waterproof effect, improve construction quality.
Description
Technical field
The present invention relates to artificial revetment technical field of structures, in particular to the artificial revetment structure of a kind of assembled and its construction
Method.
Background technique
In landscape engineering, man-made lake canal revetment barricade is at water feature design man-made lake canal edge and land intersection
The retaining wall that the front of setting meets water, main function are soil after knee wall, stablize bulkhead wall, sloping bank is protected not rushed by water body
Brush, auxiliary landscape moulding.Meanwhile to prevent man-made lake water in a canal body rapidly losing, it is necessary to river bed, bulkhead wall and land intersection into
Row waterproof construction.Man-made lake canal revetment barricade generallys use cemented rock or cast-in-place concrete.Cemented rock, material cost height,
Transportation cost is high, while needing to spend a large amount of labour；Cast-in-place concrete, live formwork supporting plate and concrete pouring construction are more
Difficulty is not easy vibration compacting, and concrete formation aesthetics is poor and is easy to appear contraction, thermal cracking.Secondly, for reduce at
This, waterproof protective layer is generally non-woven fabrics protective layer, carries out masonry or cast-in-place concrete construction on it, is easy to waterproofing protection
Layer and waterproof roll damage, and cause river bed and bulkhead wall to leak, water body loss.
Summary of the invention
The technical problems to be solved by the present invention are: in view of the above problems, provides a kind of assembled and manually refute
Bank structure and its construction method, stable structure is reasonable, and without live formwork and casting concrete, convenient and quick construction shorten
Construction period reduces construction cost, will not damage to non-woven fabrics and coiled material, ensure that waterproof effect, improves construction
Quality.
The technical solution adopted by the invention is as follows: a kind of artificial revetment structure of assembled, including on the plain soil layer of compacting
Mixed layer, the first non-woven fabrics protective layer, vulcanization type ternary second of reinforcing bar stratum reticulare and net spray bed course composition that portion is successively up arranged
Third waterproof roll layer, the second non-woven fabrics protective layer, several pieces of prefabricated barricade blocks；
The plain soil layer of the compacting includes bottom horizontal portion and side side slope part；
The reinforcing bar stratum reticulare is directly arranged on the plain soil layer of the compacting, net spray bed course include M30 cement mortar constitute,
Directly injection is covered on the plain soil layer of the compacting and covers the reinforcing bar stratum reticulare, and the net spray bed course includes level course and inclines
Oblique layer；
The prefabricated barricade block includes horizontal segment and tilting section, the prefabricated barricade integral prefabricated completion in pre-fabricated factory.
Prefabricated barricade block be the prefabricated factory of pre-fabricated factory, good forming effect, meanwhile, net spray bed course is applied using pulp shooting machine
Work is not necessarily to live formwork supporting plate and carries out concreting, reduces difficulty of construction, and convenient and quick construction shortens construction week
Phase reduces construction cost；First non-woven fabrics protective layer and the second non-woven fabrics protective layer are anti-to intermediate vulcanization type EPDM
Water coiled material layer forms protection, avoids damaging.
The artificial revetment structure of a kind of assembled of the present invention, open up on the horizontal segment and tilting section it is fluted,
There is cyclic annular embedded bar in the groove.
Cyclic annular embedded bar facilitates hanging apparatus to hang prefabricated barricade block for connecting with the suspension hook of hanging apparatus
Dress.
The artificial revetment structure of a kind of assembled of the present invention, on the bottom horizontal portion and side side slope part
It is provided with the reinforcing bar stratum reticulare.
So set, making the molding structure of net spray bed course more solid and reliable.
The artificial revetment structure of a kind of assembled of the present invention is with width between the adjacent prefabricated barricade block
The gap of 20mm has been filled with M20 cement mortar in the gap.
So set, making the globality of each prefabricated barricade block more preferable.
The artificial revetment structure of a kind of assembled of the present invention, the angle between the horizontal segment and the tilting section are
135°。
The artificial revetment structure of a kind of assembled of the present invention, the net spray cushion thickness is 50mm.
A kind of construction method of the artificial revetment structure of above-mentioned assembled,
Firstly, being modified according to design requirement and tamping plain soil layer；
Then, the institute bound is fixedly installed on the bottom horizontal portion of the plain soil layer of the compacting and side side slope part
Reinforcing bar stratum reticulare is stated, M30 cement mortar is sprayed on the plain soil layer of the compacting to using pulp shooting machine and is covered the reinforcing bar stratum reticulare,
To form net spray bed course, the flatness of control net spray mat surface when whitewashing；
Then, after the completion of net spray bed course solidification, it is laid with the first non-woven fabrics protective layer on its surface, described first
Non-woven fabrics protective layer is laid with the vulcanization type EPDM waterproof rolled sheet layer, in the vulcanization type EPDM waterproof rolled sheet
Layer is laid with the second non-woven fabrics protective layer；
Finally, several pieces of prefabricated barricade blocks are successively lifted and are set on second of non-woven fabrics protective layer, it is adjacent
The gap that width is 20mm is reserved between the prefabricated barricade block, has been filled with M20 cement mortar in the gap and has been carried out
Jointing processing.
Using this method, without live formwork and casting concrete, convenient and quick construction shorten construction period, reduce
Construction cost, will not damage non-woven fabrics and coiled material, ensure that waterproof effect, improve construction quality.
Construction method of the present invention, the reinforcing bar stratum reticulare on side side slope part are fixed on described by bar dowel
Side side slope part of the surface.
Bar dowel aloows reinforcing bar stratum reticulare to be reliablely and stablely fixed on the side slope part of side.
Construction method of the present invention, the vulcanization type EPDM waterproof rolled sheet layer include several vulcanization type ternarys
Second the third waterproof roll lapped layup forms, and adjacent vulcanization type EPDM waterproof rolled sheet lap width is not less than 100mm, and overlaps
Place should not have folding Zou and bubble.
So set, guaranteeing reliable waterproof performance, and smooth laying basis is provided for the second non-woven fabrics protective layer.
Compared with prior art, by adopting the above technical scheme have the beneficial effect that structure of the invention is stablized rationally, without existing
Formwork and casting concrete, convenient and quick construction shorten construction period, reduce construction cost, will not to non-woven fabrics and
Coiled material damages, and ensure that waterproof effect, improves construction quality.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is enlarged drawing at A in Fig. 1；
Fig. 3 is enlarged drawing at B in Fig. 1；
Fig. 4 is the structural schematic diagram of prefabricated barricade block in the present invention.
Appended drawing reference: 1 is the plain soil layer of compacting, and 2 be reinforcing bar stratum reticulare, and 3 spray bed course for net, and 4 be the first non-woven fabrics protective layer,
5 be vulcanization type EPDM waterproof rolled sheet layer, and 6 be the second non-woven fabrics protective layer, and 7 be prefabricated barricade block, and 8 be chiltern soil layer, and 9 are
Cyclic annular embedded bar.
Specific embodiment
The present invention is described further with reference to the accompanying drawing.
As shown in Figures 1 to 4, the artificial revetment structure of a kind of assembled is successively up set including 1 top of plain soil layer in compacting
Mixed layer, the first non-woven fabrics protective layer 4, vulcanization type EPDM waterproof rolled sheet that the reinforcing bar stratum reticulare 2 and net spray bed course 3 set form
Layer the 5, second non-woven fabrics protective layer 6, several pieces of prefabricated barricade blocks 7；
The plain soil layer 1 of compacting includes bottom horizontal portion and side side slope part, the first non-woven fabrics protective layer 4, vulcanization type ternary
The third waterproof roll of second layer 5 and the second non-woven fabrics protective layer 6 cover bottom horizontal portion and the side side of the plain soil layer 1 of compacting
Slope part, the surface density of the first non-woven fabrics protective layer 4 are 200g/ ㎡, and the surface density of the second non-woven fabrics protective layer 6 is 200g/ ㎡；
Reinforcing bar stratum reticulare 2 is directly arranged on the plain soil layer 1 of compacting, is provided on bottom horizontal portion and side side slope part
Reinforcing bar stratum reticulare 2, net spray bed course 3 include that M30 cement mortar is constituted, directly injection is covered on the plain soil layer 1 of compacting and covers steel
Rib net layer 2, net spray bed course 3 with a thickness of 50mm, and net spray bed course 3 includes level course and dipping bed, and net sprays the level course of bed course 3 and inclines
Oblique layer is corresponding with the bottom horizontal portion of the plain soil layer 1 of compacting and side side slope part respectively, table on the level course of net spray bed course 3
The upper surface of face and adjacent chiltern soil layer 8 in the same plane, smooth transition, convenient for extend be laid with the first non-woven fabrics protective layer 4,
Vulcanization type EPDM waterproof rolled sheet layer 5 and the second non-woven fabrics protective layer 6；
First non-woven fabrics protective layer 4, vulcanization type EPDM waterproof rolled sheet layer 5 and the second non-woven fabrics protective layer 6 are into man-made lake
Extend and cover part chiltern soil layer 8, meanwhile, the another end of three also ashore extends, and covers part element soil layer on the bank；
It is directly covered by earthing on second non-woven fabrics protective layer 6 and prefabricated barricade block 7.
Prefabricated barricade block 7 includes horizontal segment and tilting section, and the angle between horizontal segment and tilting section is 135 °, prefabricated barricade
The integral prefabricated completion in pre-fabricated factory, prefabricated barricade block 7 are armored concrete material, the horizontal segment of prefabricated barricade block 7 and are inclined
Oblique section is corresponding with the bottom horizontal portion of the plain soil layer 1 of compacting and side side slope part respectively；Specifically, horizontal segment and tilting section
On open up fluted, there is cyclic annular embedded bar 9, cyclic annular embedded bar 9 is used for the suspension hook with hanging apparatus (in figure in groove
It is not shown) connection；Successively littoral edge lengths direction is arranged each prefabricated barricade block 7, is with width between contiguous prefabricated barricade block 7
The gap (not shown) of 20mm has been filled with M20 cement mortar in gap.
A kind of construction method of the artificial revetment structure of above-mentioned assembled,
Firstly, being modified according to design requirement and tamping plain soil layer；
Then, the reinforcing bar bound is fixedly installed on the bottom horizontal portion of the plain soil layer 1 of compacting and side side slope part
Stratum reticulare 2, the reinforcing bar stratum reticulare 2 on the side slope part of side are fixed on side side slope part of the surface by bar dowel (not shown),
M30 cement mortar is sprayed on the plain soil layer 1 of compacting to using pulp shooting machine and is covered reinforcing bar stratum reticulare 2, to form net spray bed course 3,
The flatness on control net spray 3 surface of bed course when whitewashing；
Then, after the completion of netting spray bed course 3 and solidifying, it is laid with the first non-woven fabrics protective layer 4 on its surface, is protected in the first non-woven fabrics
4 surface of layer are laid with vulcanization type EPDM waterproof rolled sheet layer 5, are laid with the second nonwoven in vulcanization type EPDM waterproof rolled sheet layer 5
Cloth protective layer 6, specifically, vulcanization type EPDM waterproof rolled sheet layer 5 include that several vulcanization type EPDM waterproof rolled sheets are taken
Connect and be laid with, adjacent vulcanization type EPDM waterproof rolled sheet lap width be not less than 100mm, and lap-joint should not have folding Zou and
Bubble；
Finally, several pieces of prefabricated barricade blocks 7 are successively lifted and are set on second of non-woven fabrics protective layer, contiguous prefabricated barricade
The gap that width is 20mm is reserved between block 7, has been filled with M20 cement mortar in gap and has been carried out jointing processing.
The invention is not limited to specific embodiments above-mentioned.The present invention, which expands to, any in the present specification to be disclosed
New feature or any new combination, and disclose any new method or process the step of or any new combination.If this
Field technical staff is altered or modified not departing from the unsubstantiality that spirit of the invention is done, should belong to power of the present invention
The claimed range of benefit.
Claims (9)
1. a kind of artificial revetment structure of assembled, it is characterised in that: be successively up arranged including plain soil layer (1) top in compacting
Reinforcing bar stratum reticulare (2) and net spray bed course (3) composition mixed layer, the first non-woven fabrics protective layer (4), vulcanization type EPDM waterproof
Coiled material layer (5), the second non-woven fabrics protective layer (6), several pieces of prefabricated barricade blocks (7)；
The plain soil layer (1) of the compacting includes bottom horizontal portion and side side slope part；
The reinforcing bar stratum reticulare (2) is directly arranged on the plain soil layer (1) of the compacting, and net spray bed course (3) includes M30 cement
Mortar is constituted, directly injection is covered on the plain soil layer (1) of the compacting and covers the reinforcing bar stratum reticulare (2), the net spray pad
Layer (3) includes level course and dipping bed；
The prefabricated barricade block (7) includes horizontal segment and tilting section, the prefabricated barricade integral prefabricated completion in pre-fabricated factory.
2. the artificial revetment structure of a kind of assembled according to claim 1, it is characterised in that: the horizontal segment and tilting section
On open up fluted, there is in the groove cyclic annular embedded bar (9).
3. the artificial revetment structure of a kind of assembled according to claim 1, it is characterised in that: in the bottom horizontal portion
With the reinforcing bar stratum reticulare (2) is provided on the side slope part of side.
4. the artificial revetment structure of a kind of assembled according to claim 1, it is characterised in that: the adjacent prefabricated barricade block
(7) having width between is the gap of 20mm, has been filled with M20 cement mortar in the gap.
5. the artificial revetment structure of a kind of assembled according to claim 1, it is characterised in that: the horizontal segment inclines with described
Angle between oblique section is 135 °.
6. the artificial revetment structure of a kind of assembled according to claim 1, it is characterised in that: net spray bed course (3) is thick
Degree is 50mm.
7. a kind of construction method of the artificial revetment structure of assembled as claimed in any one of claims 1 to 6, it is characterised in that:
Firstly, being modified according to design requirement and tamping plain soil layer；
Then, fixed setting is bound on the bottom horizontal portion of the plain soil layer (1) of the compacting and side side slope part
The reinforcing bar stratum reticulare (2), M30 cement mortar is sprayed on the plain soil layer (1) of the compacting using pulp shooting machine and described in covering
Reinforcing bar stratum reticulare (2), to form net spray bed course (3), the flatness on control net spray bed course (3) surface when whitewashing；
Then, after the completion of net spray bed course (3) solidification, it is laid with the first non-woven fabrics protective layer (4) on its surface, in institute
It states the first non-woven fabrics protective layer (4) surface and is laid with the vulcanization type EPDM waterproof rolled sheet layer (5), in the vulcanization type ternary
Second the third waterproof roll layer (5) is laid with the second non-woven fabrics protective layer (6)；
Finally, several pieces of prefabricated barricade blocks (7) are successively lifted and are set on second of non-woven fabrics protective layer, phase
The gap that width is 20mm is reserved between the adjacent prefabricated barricade block (7), be filled in the gap M20 cement mortar,
And carry out jointing processing.
8. construction method according to claim 7, it is characterised in that: the reinforcing bar stratum reticulare (2) on side side slope part
The side side slope part of the surface is fixed on by bar dowel.
9. construction method according to claim 8, it is characterised in that: the vulcanization type EPDM waterproof rolled sheet layer (5)
It is formed including several vulcanization type EPDM waterproof rolled sheet lapped layups, adjacent vulcanization type EPDM waterproof rolled sheet overlap joint is wide
Degree is not less than 100mm, and lap-joint should not have folding Zou and bubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811359688.7A CN109610410A (en) | 2018-11-15 | 2018-11-15 | A kind of artificial revetment structure of assembled and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811359688.7A CN109610410A (en) | 2018-11-15 | 2018-11-15 | A kind of artificial revetment structure of assembled and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109610410A true CN109610410A (en) | 2019-04-12 |
Family
ID=66004283
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811359688.7A Pending CN109610410A (en) | 2018-11-15 | 2018-11-15 | A kind of artificial revetment structure of assembled and its construction method |
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| CN (1) | CN109610410A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616666A (en) * | 2019-08-27 | 2019-12-27 | 中国建筑一局(集团)有限公司 | Combined ecological revetment and construction method thereof |
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|---|---|---|---|---|
| CN201785732U (en) * | 2010-09-07 | 2011-04-06 | 深圳市文科园艺实业有限公司 | Waterproof layer structure of artificial lake bottom |
| CN202492828U (en) * | 2012-03-02 | 2012-10-17 | 广州普邦园林股份有限公司 | Ecological water mass revetment structure capable of improving water resistance and bearing performance |
| CN204059277U (en) * | 2014-09-15 | 2014-12-31 | 杭州园林设计院股份有限公司 | A kind of ecological pond |
| CN204780775U (en) * | 2015-07-05 | 2015-11-18 | 浙江易之园林股份有限公司 | Ecological revetment |
| CN204780776U (en) * | 2015-07-05 | 2015-11-18 | 浙江易之园林股份有限公司 | Submarine lawn |
| CN207193879U (en) * | 2017-09-21 | 2018-04-06 | 安徽省高迪科技有限公司 | A kind of embedding careless brick revetment structure of novel ecological |
-
2018
- 2018-11-15 CN CN201811359688.7A patent/CN109610410A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201785732U (en) * | 2010-09-07 | 2011-04-06 | 深圳市文科园艺实业有限公司 | Waterproof layer structure of artificial lake bottom |
| CN202492828U (en) * | 2012-03-02 | 2012-10-17 | 广州普邦园林股份有限公司 | Ecological water mass revetment structure capable of improving water resistance and bearing performance |
| CN204059277U (en) * | 2014-09-15 | 2014-12-31 | 杭州园林设计院股份有限公司 | A kind of ecological pond |
| CN204780775U (en) * | 2015-07-05 | 2015-11-18 | 浙江易之园林股份有限公司 | Ecological revetment |
| CN204780776U (en) * | 2015-07-05 | 2015-11-18 | 浙江易之园林股份有限公司 | Submarine lawn |
| CN207193879U (en) * | 2017-09-21 | 2018-04-06 | 安徽省高迪科技有限公司 | A kind of embedding careless brick revetment structure of novel ecological |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616666A (en) * | 2019-08-27 | 2019-12-27 | 中国建筑一局(集团)有限公司 | Combined ecological revetment and construction method thereof |
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Application publication date: 20190412 |