CN207376567U - Canal comprehensive improvement system - Google Patents
Canal comprehensive improvement system Download PDFInfo
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- CN207376567U CN207376567U CN201721469241.6U CN201721469241U CN207376567U CN 207376567 U CN207376567 U CN 207376567U CN 201721469241 U CN201721469241 U CN 201721469241U CN 207376567 U CN207376567 U CN 207376567U
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- canal
- plank road
- improvement system
- comprehensive improvement
- landscape
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Abstract
The utility model is related to canals to renovate field, more specifically, it relates to canal comprehensive improvement system.Its key points of the technical solution are that：Including the clitter close to canal and the prefabricated reinforced wall for stretching into underground, reinforcement walls are equipped with landscape plank road, and one side of the landscape plank road away from canal is equipped with flood bank, and flood bank is equipped with ecological block towards the one side of landscape plank road；Clitter is close to the one side in canal horizontal by acute angle, and the angular range of acute angle is 30 ° 60 °.Prefabricated reinforced wall has good Against Sliding Stability effect, and prefabricated in advance, attacks injection directly at the scene, surrounding enviroment is influenced smaller；Without late maintaining, construction efficiency is higher, the rainy day can normal construction, from flood influence, progress is fast；Prefabricated reinforced wall prefabricated in advance is examined by quality testing department, and quality is guaranteed.Landscape plank road watches landscape convenient for people, promotes the ecological linkage of river and two sides, improves land utilization ratio；Ecological block further promotes the ecological linkage of river and two sides.
Description
Technical field
The utility model is related to canals to renovate field, more specifically, it relates to canal comprehensive improvement system.
Background technology
Canal be link up area or waters between water transport artificial water canal, usually with natural waterway or other canal phases
Even.In addition to shipping, canal can be additionally used in irrigation, flood diversion, water drainage, feedwater etc..The bat of current scour, rain erosion and ship wave
It hits, destruction will all be generated to canal bank slope, thus rock slope must be protected.
Traditional river process for comprehensively treating focuses on the function of river in itself, such as flood passage, water drainage, water and soil conservation, wall
Shore protection, slope formula shore protection are shore protection patterns widely used in river training works.As shown in Figure 1, wall shore protection generally uses steel
Reinforced concrete barrier wall structure or stone masonry barrier wall structure are that transition dike 02 is built on former river shoal 01 first, transition dike 02
Highly it is slightly below ordinary water level 06, then builds and increase dike 03, increase the big vast phase water level that 03 height of dike reaches substantially to fifty year return period
07 reaches levee crown layer 04, and one side of the levee crown layer 04 away from canal sets gentle slope 05.Although this shore protection form structure is stablized relatively,
Anti-current-rush power is strong, but has ignored function of the river as urban landscape, while has blocked the ecology connection of river and two sides
System, causes serious ecological disruption；Ramp type shore protection need to select bank protection structure according to the gradient of river bank slope, since slope will
It asks, often land occupation area is more.
Therefore need to propose a kind of new scheme to solve the problems, such as this.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of canal comprehensive improvement system,
The ecological linkage of river and two sides is preferably handled.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of canal comprehensive improvement
System, including the clitter close to canal and the prefabricated reinforced wall for stretching into underground, prefabricated reinforced wall is equipped with landscape plank road, landscape stack
One side of the road away from canal is equipped with flood bank, and flood bank is equipped with ecological block towards the one side of landscape plank road；Clitter is close to canal
One side horizontal by acute angle, and the angular range of acute angle is 30 ° -60 °.
By using above-mentioned technical proposal, clitter plays an important role of to consolidate dykes and dams substrate well, and comparatively more
Resistance to current wash away, and construction is also more convenient, and clitter slows down impact of the part current to clitter, longevity horizontal by acute angle
Order it is longer, be computed test acute angle angular range for 30 ° of -60 ° of effects it is best；Prefabricated reinforced wall has good Against Sliding Stability
Effect, and it is prefabricated in advance, it attacks injection directly at the scene, surrounding enviroment is influenced smaller；Without late maintaining, construction efficiency ratio
It is higher, the rainy day can normal construction, from flood influence, progress is fast；Prefabricated reinforced wall prefabricated in advance is examined by quality testing department
, quality is guaranteed.Ecological block is to utilize concrete, industrial waste（Clinker, flyash etc.）Or people made of local material
Agglomeration material, appearance and size is bigger than brick, has equipment simple, builds fireballing advantage by laying bricks or stones, has met wall in building industrialization development
The requirement of structural reform leather；It is normal concrete building block ecology, beautiful, three aspect of landscape perfect adaptation in river regulation, promotes
The ecological linkage in river and two sides.Landscape plank road watches landscape convenient for people, promotes the ecological linkage of river and two sides, and
And improve land utilization ratio.
The utility model is further arranged to：Massive Concrete Blocks are equipped with above the prefabricated reinforced wall, landscape plank road is set
It puts on Massive Concrete Blocks top.
By using above-mentioned technical proposal, on the one hand Massive Concrete Blocks can consolidate prefabricated reinforced wall.It on the other hand can
To reinforce landscape plank road, at the same ground can also be laid with it is more smooth, convenient for reinforcing building for landscape plank road.And then it improves
The security that tourist plays on landscape plank road.
The utility model is further arranged to：The prefabricated reinforced wall top is circumferentially around there is firm stone.
By using above-mentioned technical proposal, it is more preferable to consolidate the reinforcement performance of stone, circumferentially around on prefabricated reinforced wall top,
It is more preferable to the stability of prefabricated reinforced wall.
The utility model is further arranged to：The prefabricated reinforced wall is equipped with above the firm stone away from canal one side
Sandy soil layer, landscape plank road include plank road plate and safe fence, and the safe fence is fixed on Massive Concrete Blocks, the plank road
Plate is laid on sandy soil layer.
By using above-mentioned technical proposal, although the reinforcement performance of the infirm stone of sandy soil layer is good, it is easier to spread
Level line road, and then the laying of plank road plate is further facilitated, plank road is primarily subjected to the gravity of tourist, is only by sandy soil layer laying
Can, safe fence primarily serves limitation tourist in safe range, avoids dropping for tourist as far as possible, is poured so being fixed on concrete
It builds on block, fixed force is stronger, security higher.
The utility model is further arranged to：Roof reinforcement structure, roof reinforcement superstructure are equipped with above ecological block
Equipped with greenbelt.
By using above-mentioned technical proposal, roof reinforcement structure is reinforced above ecological block, is further consolidated
Ecological block, security higher.Greenbelt improves land utilization ratio, makes ground more beautiful, ecological more preferable.
The utility model is further arranged to：Reinforcing layer is equipped with below the ecological block.
By using above-mentioned technical proposal, ecological block is built relatively high, and reinforcing layer can play ecological block bottom
To good reinforcement effect, ecological block consolidates, also safer in the tourist that landscape plank road is played.
The utility model is further arranged to：The reinforcing layer protrudes from reinforcing layer and formed close to the one side in canal stops rank
Ladder, the ecological block bottom, which is laid on, stops one side of the ladder away from canal.
By using above-mentioned technical proposal, ecological block bottom, which is laid with, stops one side of the ladder away from canal, more difficult
The slip or offset of ecological block bottom, security higher occurs；And start also more preferably to position when installation, construction is more
It is convenient.
The utility model is further arranged to：The clitter includes the jackstone spats in close canal and piles up in jackstone spats
On stone-laying heap；Jackstone spats is reserved with close to the part of reinforcement walls piles up slot, and the stone-laying heap, which is piled up, to be piled up in slot.
By using above-mentioned technical proposal, jackstone spats has certain protection and cushioning effect, first builds jackstone spats
After finishing, then to build stone-laying heap more convenient；The stone bigger of jackstone spats, good buffer effect, but gap is big, it is impossible to very well
Stop river water.The stone of stone-laying heap is small, then by Concrete Filled gap, water blocking effect is more preferable；Stone-laying heap, which is piled up, to be piled up
It is more conducive to construct in slot, and the buffering effect of jackstone spats becomes apparent from.
The utility model is further arranged to：The stone-laying heap includes flushing portion and and river with what jackstone spats highly flushed
The retaining section that road is substantially flush；Flush the transition part for being equipped with and being obliquely installed between portion and retaining section；The both ends of transition part connect respectively
Meet the portion of flushing and retaining section.
By using above-mentioned technical proposal, the portion that flushes of stone-laying treadle-operated tilt hammer for hulling rice is highly flushed with jackstone spats, reduces current to flushing
The impact in portion, transition part, which is inclined at, to be also beneficial to alleviate impact of the current to stone-laying treadle-operated tilt hammer for hulling rice between the portion of flushing and retaining section, because
Generally all can be with concreting in an entirety, then the position of stone-laying treadle-operated tilt hammer for hulling rice, height is coordinated to set for stone-laying treadle-operated tilt hammer for hulling rice, anti-impact force is more
By force.
The utility model is further arranged to：The transition part is 20-30 ° with horizon angulation.
By using above-mentioned technical proposal, find to use after tested neither river levee height growth can be made to lead slowly very much with upper angle
It causes river levee long, also ensures the stronger anti-current-rush ability of transition part.
In conclusion the utility model has the advantages that：
Clitter plays an important role of to consolidate dykes and dams substrate well, and comparatively washing away more resistant to current, constructs also more
Add conveniently, clitter slows down impact of the part current to clitter, longer life expectancy is computed test acute angle horizontal by acute angle
Angular range for 30 ° of -60 ° of effects it is best；Prefabricated reinforced wall has good Against Sliding Stability effect, and prefabricated in advance,
It attacks injection directly at the scene, surrounding enviroment is influenced smaller；Without late maintaining, construction efficiency is higher, the rainy day can normal construction,
From flood influence, progress is fast；Prefabricated reinforced wall prefabricated in advance is examined by quality testing department, and quality is guaranteed.Landscape stack
Road watches landscape convenient for people, promotes the ecological linkage of river and two sides, and improves land utilization ratio；Ecological block into
One step promotes the ecological linkage of river and two sides.
Description of the drawings
Fig. 1 is the overall structure diagram before canal dykes and dams are not renovated；
Fig. 2 is the overall structure diagram after the comprehensive improvement of canal；
Fig. 3 is the A portions enlarged diagram of Fig. 2；
Fig. 4 is the B portions enlarged diagram of Fig. 2.
In figure：01st, former river shoal；02nd, transition dike；03rd, dike is increased；04th, levee crown layer；05th, gentle slope；06th, ordinary water level；07th, it is big vast
Phase water level.
1st, clitter；11st, jackstone spats；111st, slot is piled up；12nd, stone-laying heap；121st, portion is flushed；122nd, retaining section；123rd, mistake
Cross portion；2nd, Massive Concrete Blocks；21st, stone is consolidated；22nd, sandy soil layer；3rd, prefabricated reinforced wall；4th, landscape plank road；41st, safety is enclosed
Column；42nd, plank road plate；5th, flood bank；51st, ecological block；52nd, roof reinforcement structure；521st, greenbelt；522nd, slot is wrapped up；523、
Enclosing block；524th, safety guard；5241st, headlamp；525th, paving brick；53rd, screed-coat；54th, reinforcing layer；541st, ladder is stopped；6、
Current step；7th, Cao Po.
Specific embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
A kind of canal comprehensive improvement system, as shown in Fig. 2, adding including the clitter 1 close to canal with the prefabricated of underground is stretched into
Gu wall 3, prefabricated reinforced wall 3 is equipped with landscape plank road 4, and one side of the landscape plank road 4 away from canal is equipped with flood bank 5,5 court of flood bank
Ecological block 51 is equipped with to the one side of landscape plank road 4；51 top of ecological block is equipped with roof reinforcement structure 52, roof reinforcement structure
52 tops are equipped with greenbelt 521.
Clitter 1 includes the jackstone spats 11 in close canal and piles up the stone-laying heap 12 on jackstone spats 11；Jackstone spats
11 close to the one side in canal horizontal by acute angle, and the angular range of acute angle is 45 °.In other embodiments, the angle of acute angle
Degree may be arranged as 30 °, 40 °, 50 °, 55 ° or 60 °.
Slot 111 is piled up in 11 one end of jackstone spats with being reserved with close to the part of reinforcement walls, and stone-laying heap 12, which is piled up, is piling up slot
In 111.Stone-laying heap 12 includes flushing portion 121 and the retaining section being substantially flush with river 122 with what 11 height of jackstone spats flushed；
Flush the transition part 123 for being equipped with and being obliquely installed between portion 121 and retaining section 122；The both ends of transition part 123 connect the portion of flushing respectively
121 and retaining section 122.Transition part 123 is 25 ° with horizon angulation, be may be arranged as in other embodiments
20 °, 22 °, 27 ° or 30 °.
Prefabricated reinforced 3 overall length of wall is 9 meters, and top is equipped with Massive Concrete Blocks 2, and landscape plank road 4 is arranged on concrete and pours
Build 2 top of block.Landscape plank road 4 includes the safe fence 41 built close to the one end in canal, plays certain protective effect.It is prefabricated
Circumferentially around there is firm stone 21, the size of firm stone 21 is identical with the size of jackstone spats 11, makes prefabricated on reinforcement walls 3 top
3 top of reinforcement walls is more firm.Firm stone 21 top of the prefabricated reinforced wall 3 away from canal one side is equipped with sandy soil layer 22, scape
It sees plank road 4 and further includes plank road plate 42, plank road plate 42 is laid on sandy soil layer 22, and one end contradicts safe fence 41, and the other end contradicts
Ecological block 51.
As shown in Figures 2 and 3,51 lower section of ecological block is equipped with the screed-coat 53 being laid on the ground, 53 upper end of screed-coat
Face forms reinforcing layer 54 with concreting, and reinforcing layer 54 protrudes from reinforcing layer 54 and formed close to the one side in canal stops ladder
541,51 bottom of ecological block, which is laid on, stops one side of the ladder 541 away from canal.The angle that ecological block 51 is formed with ground
For 60 ° -80 °, and the top of ecological block 51 is higher than fifty year return period design water level.
As shown in Figure 2 and Figure 4,51 top of ecological block is equipped with the roof reinforcement structure 52 that concreting is formed, top
52 bottom of ruggedized construction is equipped with package slot 522, and 51 top of ecological block is arranged in package slot 522, and roof reinforcement structure 52 is leaned on
The one end in nearly canal protrudes to form enclosing block 523, and opposite other end is equipped with safety guard 524, and headlamp is equipped in safety guard 524
5241 are used to illuminate and decorate；Greenbelt 521 is equipped between enclosing block 523 and safety guard 524, safety guard 524 is away from canal
The road surface of one side is also laid with paving brick 525.
Comprehensive improvement system in canal, which has also been built from paving brick 525, leads to the current step 6 of landscape plank road 4 and careless slope 7, just
In people landscape plank road 4 is gone to watch landscape or have a rest on careless slope 7, further improve the ecological of flood bank 5.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical solutions belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, several improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of canal comprehensive improvement system, it is characterised in that：Including close to canal clitter (1) and stretch into underground it is prefabricated add
Gu Qiang (3), prefabricated reinforced wall (3) are equipped with landscape plank road (4), and one side of the landscape plank road (4) away from canal is equipped with flood bank
(5), flood bank (5) is equipped with ecological block (51) towards the one side of landscape plank road (4)；Clitter (1) is close to the one side in canal and water
Plane is at an acute angle, and the angular range of acute angle is 30 ° -60 °.
2. comprehensive improvement system in canal according to claim 1, it is characterised in that：It is set above the prefabricated reinforced wall (3)
There are Massive Concrete Blocks (2), landscape plank road (4) is arranged on Massive Concrete Blocks (2) top.
3. comprehensive improvement system in canal according to claim 2, it is characterised in that：Prefabricated reinforced wall (3) the top week
To being surrounded with firm stone (21).
4. comprehensive improvement system in canal according to claim 3, it is characterised in that：The prefabricated reinforced wall (3) is away from fortune
Sandy soil layer (22) is equipped with above the firm stone (21) of river one side, landscape plank road (4) includes plank road plate (42) and safe fence
(41), the safe fence (41) is fixed on Massive Concrete Blocks (2), and the plank road plate (42) is laid on sandy soil layer (22)
On.
5. comprehensive improvement system in canal according to claim 1, it is characterised in that：Top is equipped with above ecological block (51)
Ruggedized construction (52), roof reinforcement structure (52) top are equipped with greenbelt (521).
6. comprehensive improvement system in canal according to claim 1, it is characterised in that：It is equipped with below the ecological block (51)
Reinforcing layer (54).
7. comprehensive improvement system in canal according to claim 6, it is characterised in that：The reinforcing layer (54) is close to canal
One side, which protrudes from reinforcing layer (54) and formed, stops ladder (541), and ecological block (51) bottom, which is laid on, stops ladder (541)
One side away from canal.
8. comprehensive improvement system in canal according to claim 1, it is characterised in that：The clitter (1) is included close to canal
Jackstone spats (11) and pile up the stone-laying heap (12) on jackstone spats (11)；Jackstone spats (11) is close to the part of reinforcement walls
It is reserved with and piles up slot (111), the stone-laying heap (12), which is piled up, is piling up in slot (111).
9. comprehensive improvement system in canal according to claim 8, it is characterised in that：The stone-laying heap (12) includes and jackstone
The retaining section (122) that spats (11) highly flushed flush portion (121) and be substantially flush with river；Flush portion (121) and water blocking
The transition part (123) being obliquely installed is equipped between portion (122)；The both ends of transition part (123) connect the portion of flushing (121) and gear respectively
Water portion (122).
10. comprehensive improvement system in canal according to claim 9, it is characterised in that：The transition part (123) and horizon
Angulation is 20-30 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721469241.6U CN207376567U (en) | 2017-11-06 | 2017-11-06 | Canal comprehensive improvement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721469241.6U CN207376567U (en) | 2017-11-06 | 2017-11-06 | Canal comprehensive improvement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207376567U true CN207376567U (en) | 2018-05-18 |
Family
ID=62334509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721469241.6U Expired - Fee Related CN207376567U (en) | 2017-11-06 | 2017-11-06 | Canal comprehensive improvement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207376567U (en) |
-
2017
- 2017-11-06 CN CN201721469241.6U patent/CN207376567U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 Termination date: 20191106 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |