CN207314269U - Revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure - Google Patents
Revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure Download PDFInfo
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- CN207314269U CN207314269U CN201720728749.7U CN201720728749U CN207314269U CN 207314269 U CN207314269 U CN 207314269U CN 201720728749 U CN201720728749 U CN 201720728749U CN 207314269 U CN207314269 U CN 207314269U
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Abstract
The anti-skid reinforcement combined type restoration of the ecosystem structure of revetment barricade is the utility model is related to, including：After revetment barricade after soil excavation, in old concrete plate top surface and side bar planting, plate anti-skid using precast concrete, post-cast strip is set, is connected by the bar planting of old concrete plate with the anti-skid plate of precast concrete；During plate anti-skid using cast-in-place concrete, formwork pours anti-skid plate after ground and bed course processing；Revetment gear rolling earth behind retaining wall layering reinforcement is backfilled and is compacted；In side near water, prefabricated reinforced concrete hanging plate is set.Further, in the anti-skid reinforcement combined type restoration of the ecosystem structure of above-mentioned revetment barricade：The prefabricated anti-skid strip is beared down on one wing plate, and the wing plate that bears down on one is with holes or pectination, and slightly expanded concrete is poured in post-cast strip after horizontal bar connection.The beneficial effects of the utility model are：Reinforced earth scheme can substantially meet requirement in itself, then handicapping slide plate carries out supplement auxiliary, and the stability of revetment retaining wall can be more preferable, security higher.
Description
Technical field
A kind of revetment Retaining Wall Reinforcement structure is the utility model is related to, more particularly to a kind of revetment barricade is anti-skid-and reinforcement is compound
Formula restoration of the ecosystem structure, belongs to hydraulic engineering field.
Background technology
In special section, natural riverbank cannot generally meet shore protection requirement, it is necessary to special bank strengthening processing is carried out, it is special
It is not the pilotage section of ship lock or the flood discharge section of water gate engineering.The retaining structure of protection riverbank resistance water and soil lateral pressure is known as refuting
Bank retaining wall (bank protection), revetment main body are exactly that the major function of retaining wall structure revetment retaining wall is exactly to protect embankment, are prevented
Sealing stream unrestrictedly washes away the bunding soil body and causes riverbank to collapse, thus revetment must possess certain resistance to erosion and water seepage prevention
Performance.Revetment retaining wall also suffers the accidental lotuses such as impact when passing ships pull in shore in addition to current scour effect is born
Carry, thus revetment retaining wall generally uses gravity type, to ensure having higher stability.
Revetment, which integrally destroys, shows as wall forward slip, and the toe of wall soil body loosens, part shore protection, dolphin bottom plate soil
Layer disturbs, but revetment wall does not occur compared with large fracture in itself.The slip for occurring larger area due to revetment retaining wall is broken
Bad, the security of revetment cannot be met, if reinforced without effective maintenance, road revetment is by high-frequency height water
Position reciprocal effect, the safety coefficient of revetment retaining wall will certainly be reduced further.To ensure safety, to having gone wrong and not gone out
The revetment retaining wall of existing problem must carry out removing reconstruction or effectively reinforce maintenance.
Utility model content
The purpose of this utility model is that being directed to revetment barricade problem present in stability against slope and security, carry
For a kind of revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure, the method increase and the anti-skid ability of bottom plate and add wall
Soil shear strength improves the stability against slope of retaining wall structure afterwards, and in addition hanging plate reserves the raw cave plantation green plants of plant,
Applied to preferable technical economic benefit can be obtained in Practical Project.
The utility model in order to realize its purpose of utility model used by technical solution be：A kind of revetment barricade is anti-skid-
Reinforcement combined type restoration of the ecosystem structure, the top surface of the old concrete bottom plate after the soil excavation of revetment barricade rear and side, which are equipped with, plants
Muscle, using the anti-skid plate of precast concrete, sets post-cast strip, is connected by the anti-skid plate of bar planting and precast concrete of old concrete bottom plate
Connect；Banket for what layering reinforcement was backfilled and was compacted at revetment barricade rear；In side near water, prefabricated reinforced concrete hanging plate is set；It is described
Prefabricated reinforced concrete hanging plate on the inside of ribbed plate, prefabricated reinforced concrete hanging plate is linked as by entirety, floor by hanging plate connecting rod
Upper and lower both sides are fixed with hanging plate connecting rod by fastening bolt, are connected at the top of hanging plate connecting rod with the bar planting of revetment barricade, hanging plate connecting rod
The bar planting connection of bottom and bottom plate；The prefabricated reinforced concrete hanging plate is with revetment barricade by being planted after its embedded ribs and barricade
Muscle effectively connects, and top casting concrete bears down on one；The prefabricated reinforced concrete hanging plate bottom passes through at newly-laid concrete bottom
The pre-buried angle steel of plate fixes prefabricated reinforced concrete hanging plate.
Further：The prefabricated reinforced concrete hanging plate reserves the raw cave of plant, prefabricated reinforced concrete hanging plate and revetment
Perfusion concrete for plant growth in barricade enclosed space.
A kind of revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure, it comprises the following steps：
It is anti-skid using precast concrete in old concrete plate top surface and side bar planting after revetment barricade after soil excavation
During plate, post-cast strip is set, is connected by the bar planting of old concrete plate with the anti-skid plate of precast concrete；Using the anti-skid plate of cast-in-place concrete
When, ground and bed course processing after formwork pour anti-skid plate；Revetment gear rolling earth behind retaining wall layering reinforcement is backfilled and is compacted；Near water, side is set
Put prefabricated reinforced concrete hanging plate.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The prefabricated anti-skid strip
Bear down on one wing plate, and the wing plate that bears down on one is with holes or pectination, and slightly expanded concrete is poured in post-cast strip after horizontal bar connection.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The Earthworking reinforced bar material
The angle steel that the cemented rock wall back of the body is fixed on by bar planting is effectively connected with wall.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The precast reinforced coagulation
Ribbed plate on the inside of native hanging plate, entirety, the upper and lower both sides of floor and hanging plate are linked as by hanging plate connecting rod by prefabricated reinforced concrete hanging plate
Connecting rod is fixed by fastening bolt, and even top is connected hanging plate with revetment barricade bar planting, and bottom is connected with bottom plate bar planting.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The precast reinforced coagulation
Native hanging plate reserves the raw cave of plant, prefabricated reinforced concrete hanging plate and perfusion concrete for plant growth in cemented rock barricade enclosed space.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The precast reinforced coagulation
Native hanging plate is effectively connected with cemented rock barricade by bar planting after its embedded ribs and barricade, and top casting concrete bears down on one.
Further, above-mentioned revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem structure in：The precast reinforced coagulation
Native hanging plate bottom in the pre-buried angle steel of newly-laid concrete bottom plate by fixing hanging plate.
The utility model has the characteristics that and beneficial effect：
(1) reinforced earth scheme can substantially meet requirement in itself, then handicapping slide plate carries out supplement auxiliary, revetment retaining wall
Stability can be more preferable, security higher；
(2) anti-skid plate construction and reinforced earth construction, there is no contradiction, there is good compatibility, and prefabricated reinforced concrete is hung
Plate reserves the raw cave of plant, there is good afforestation effect；
(3) compared with single reinforced earth scheme, anti-skid plate-reinforced earth scheme will not increase considerably quantities, bright on the contrary
It is aobvious to improve antiskid security；
Brief description of the drawings
Fig. 1 be revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem sectional drawing；
Fig. 2 is precast concrete suspending board drawing；
Fig. 3 is the anti-skid plate sectional drawing of precast concrete；
Fig. 4 is the anti-skid plate plan of precast concrete；
Fig. 5 is the anti-skid plate sectional drawing of cast-in-place concrete；
Fig. 6 is the anti-skid plate plan of cast-in-place concrete；
Fig. 7 is construction process figure.
Fig. 8 is the magnified partial view of Fig. 1；
Fig. 9 is the A portions enlarged drawing of Fig. 8.
In figure：1- revetment barricades, 2- osculums, 3- hanging plate connecting rods, 4- floors, 5- concrete for plant growth, 6- hanging plate embedded ribs,
The raw cave of 7- plants, 8- prefabricated reinforced concrete hanging plates, 9- filling building block stone river bottom protection, 10- bar plantings, 11- bed courses, 12- foundation stabilization bodies,
13- angle steel, 14- newly-laid concrete bottom plates, 15- Earthworking reinforced bar materials, 16- post-cast strips, the anti-skid plate of 17- precast concretes, 18-
Old concrete bottom plate, 19- fastening bolts, the anti-skid plate of 20- cast-in-place concretes, 21- packing sedimentation by throwing stones.
Embodiment
Square concrete floor construction, cushion construction, foundation stabilization body construction, concrete pour in the utility model embodiment
The construction technical requirement such as build and conserve to repeat no more, emphasis illustrates the embodiment of the utility model, below in conjunction with the accompanying drawings and leads to
Cross embodiment to be described in further detail the utility model, which is not limited to following embodiments.
Fig. 1 be revetment barricade it is anti-skid-reinforcement combined type restoration of the ecosystem sectional drawing, Fig. 2 is precast concrete suspending board drawing,
Fig. 3 is the anti-skid plate sectional drawing of precast concrete, and Fig. 4 is the anti-skid plate plan of precast concrete, and Fig. 5 is that cast-in-place concrete is anti-skid
Plate sectional drawing, Fig. 6 are the anti-skid plate plans of cast-in-place concrete, with reference to shown in Fig. 1~6.Revetment barricade is anti-skid-life of reinforcement combined type
State, which repairs structure and construction method, to be included：1- revetment barricades, 2- osculums, 3- hanging plate connecting rods, 4- floors, 5- concrete for plant growth,
6- hanging plate embedded ribs, 7- plant raw cave, 8- prefabricated reinforced concrete hanging plates, and 9- fills building block stone river bottom protection, 10- bar plantings, 11- bed courses, 12-
Foundation stabilization body, 13- angle steel, 14- newly-laid concrete bottom plates, 15- Earthworking reinforced bar materials, 16- post-cast strips, 17- precast concretes
Anti-skid plate, 18- old concrete bottom plates, 19- fastening bolts, the anti-skid plate of 20- cast-in-place concretes, 21- packing sedimentation by throwing stones
After revetment barricade 1 after soil excavation, in 18 top surface of old concrete bottom plate and side bar planting 10, using precast concrete
During anti-skid plate 17, post-cast strip 16 is set, is connected by 18 bar planting of old concrete plate plate 17 anti-skid with precast concrete；Using cast-in-place
During the anti-skid plate 20 of concrete, formwork pours anti-skid plate after ground and bed course 11 are handled；The layering reinforcement that bankets after revetment barricade 1 backfills
And it is compacted；In side near water, prefabricated reinforced concrete hanging plate 8 is set.
The prefabricated roof limb plate with pressure of anti-skid plate 17, the wing plate that bears down on one is with holes or pectination, horizontal bar pour after connecting in post-cast strip 16
Slightly expanded concrete.The angle steel 13 that Earthworking reinforced bar material 15 is fixed on the cemented rock wall back of the body by bar planting is effectively connected with wall.
8 inner side ribbed plate 4 of prefabricated reinforced concrete hanging plate, entirety, rib are linked as by hanging plate connecting rod 3 by prefabricated reinforced concrete hanging plate 8
Plate is fixed both sides about 4 with hanging plate connecting rod by fastening bolt 19, and even top is connected hanging plate with revetment barricade bar planting 10, bottom
It is connected with bottom plate bar planting 10.Prefabricated reinforced concrete hanging plate 8 is reserved to plant raw cave 7, prefabricated reinforced concrete hanging plate 8 and cemented rock
Perfusion concrete for plant growth 5 in 1 enclosed space of barricade.Prefabricated reinforced concrete hanging plate 8 passes through its embedded ribs 6 with cemented rock barricade
Effectively connected with bar planting after barricade 10, top casting concrete bears down on one.8 bottom of prefabricated reinforced concrete hanging plate by newly pour it is mixed
The pre-buried angle steel 13 of solidifying soil bottom plate fixes hanging plate.
For the anti-skid plate 20 of cast-in-place concrete to be about 1.5m, thickness about 0.5m, anti-skid plate can use C20 coagulations after revetment barricade
Soil, the anti-skid plate 17 of precast concrete soil make requirement and are same as above.
Every 60cm that bankets after revetment barricade 1 sets one layer of TGXG, and according to backfill scope after wall, TGXG is laid with length
Spend for 8~14m, and using simple tension high density polyethylene (HDPE) TGXG (TGDG80).
60cm can be used to fill cemented rock river bottom protection 9, drainpipe is managed for ф 45PVC, and bar planting 10 can use 16 reinforcing bars of ф, is drilled
Diameter is set to 20mm, selects electric hammer to drill, hole depth 200mm, anchoring adhesive uses modified epoxy class formation adhesive, bar planting
After the completion of resistance to plucking detection be no less than 200kN.
As shown in fig. 7, the utility model mainly includes following construction procedure：
Step 1: revetment barricade 1 near water construct by side, wall bottom foundation stabilization 12, bed course 11 is constructed；
Step 2: young concrete bottom plate 14 is constructed, it is precast reinforced in the pre-buried angle steel 13 of newly-laid concrete bottom plate, fixation
Concrete link plate, carries out filling stone-laying river bottom protection 9；
Step 3: prefabricated reinforced concrete hanging plate 8 is processed, its inner side ribbed plate 4 and embedded bar 6；
Step 4: in the side bar planting near water of revetment barricade 1 10, prefabricated reinforced concrete hanging plate 8 is constructed, and passes through hanging plate connecting rod 3
Prefabricated reinforced concrete hanging plate 8 is linked as entirety, floor is fixed both sides about 4 with hanging plate connecting rod by fastening bolt 19, hanging plate
Even top is connected with revetment barricade bar planting 10, and bottom is connected with bottom plate bar planting 10；
Step 5: prefabricated reinforced concrete hanging plate 8 has with cemented rock barricade by bar planting 10 after its embedded ribs 6 and barricade
Effect connection；
Step 6: prefabricated reinforced concrete hanging plate 8 is reserved to plant raw cave 7, prefabricated reinforced concrete hanging plate 8 is kept off with cemented rock
Perfusion concrete for plant growth 5, in hanging plate bottom casting concrete spats, prevents 13 corrosion of angle steel, top is poured in 1 enclosed space of wall
Concrete is built to bear down on one；
Step 7: soil excavation after revetment barricade 1, carries out packing sedimentation by throwing stones 21 and bed course 11 is constructed；
Step 8: in 18 top surface of old concrete bottom plate and side bar planting 10, plate 17 anti-skid using precast concrete, set
Post-cast strip 16, is connected by bar planting screw rod, horizontal bar connection after-pouring slightly expanded concrete；Using the anti-skid plate 20 of cast-in-place concrete
When, ground and bed course processing after formwork pour anti-skid plate；
Step 9: the layering reinforcement that bankets after revetment barricade 1 is backfilled and is compacted, Earthworking reinforced bar material 15 is fixed by bar planting 10
Effectively it is connected with wall in the angle steel 13 of cemented rock；
Step 10: plant raw 7 kinds of plant green plantss in cave.
Claims (2)
1. a kind of revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure, it is characterised in that revetment barricade (1) rear soil body
The top surface of old concrete bottom plate (18) after excavation and side are equipped with bar planting (10), using the anti-skid plate of precast concrete (17), if
Post-cast strip (16) is put, is connected by the bar planting (10) of old concrete bottom plate (18) with the anti-skid plate of precast concrete (17)；Revetment is kept off
Banket for what layering reinforcement was backfilled and was compacted at wall (1) rear；In side near water, prefabricated reinforced concrete hanging plate (8) is set；Described
Prefabricated reinforced concrete hanging plate (8), is linked as by ribbed plate (4) by hanging plate connecting rod (3) on the inside of prefabricated reinforced concrete hanging plate (8)
Overall, both sides are fixed by fastening bolt (19) with hanging plate connecting rod (3) up and down for floor (4), kept off at the top of hanging plate connecting rod (3) with revetment
Bar planting (10) connection of wall, bar planting (10) connection of hanging plate connecting rod (3) bottom and bottom plate；The prefabricated reinforced concrete hanging plate
(8) effectively it is connected by bar planting (10) after its embedded ribs (6) and barricade with revetment barricade (1), top casting concrete bears down on one；Institute
Prefabricated reinforced concrete hanging plate (8) bottom stated passes through in the fixed precast reinforced coagulation of the pre-buried angle steel of newly-laid concrete bottom plate (13)
Native hanging plate (8).
2. a kind of revetment barricade according to claim 1 is anti-skid-reinforcement combined type restoration of the ecosystem structure, it is characterised in that institute
The reserved plant of prefabricated reinforced concrete hanging plate (8) stated is raw cave (7), and prefabricated reinforced concrete hanging plate (8) is enclosed with revetment barricade (1)
Concrete for plant growth (5) is irrigated in space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720728749.7U CN207314269U (en) | 2017-06-21 | 2017-06-21 | Revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720728749.7U CN207314269U (en) | 2017-06-21 | 2017-06-21 | Revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314269U true CN207314269U (en) | 2018-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720728749.7U Expired - Fee Related CN207314269U (en) | 2017-06-21 | 2017-06-21 | Revetment barricade is anti-skid-reinforcement combined type restoration of the ecosystem structure |
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| Country | Link |
|---|---|
| CN (1) | CN207314269U (en) |
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- 2017-06-21 CN CN201720728749.7U patent/CN207314269U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Deng Yalong Inventor before: Wang Xinquan |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180628 Address after: 430014 Liu Song Avenue 6, Huangpi Economic Development Zone, Wuhan, Hubei Patentee after: Wuhan Panlong Mingda Building Co., Ltd. Address before: 310015 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: Hangzhou Jiang Run Science and Technology Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180504 Termination date: 20200621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |