CN212223776U

CN212223776U - Novel hydraulic engineering side slope construction protection system

Info

Publication number: CN212223776U
Application number: CN202020772866.5U
Authority: CN
Inventors: 蒋海凡
Original assignee: Anhui Hongzhi Construction Engineering Co ltd
Current assignee: Anhui Hongzhi Construction Engineering Co ltd
Priority date: 2020-05-12
Filing date: 2020-05-12
Publication date: 2020-12-25
Anticipated expiration: 2030-05-12

Abstract

The utility model relates to a side slope protection technical field just discloses a novel hydraulic engineering side slope construction protection system, including the ground, the ground includes river bottom, slope and river bank, the base plate has been laid to the upper surface of river bottom, and the base plate is close to one side on slope and sets up some draw-in grooves, the upper surface on slope is provided with the metalling, and the upper surface on metalling has laid the earthing layer, the slope layer has been laid to the upper surface on earthing layer, the lateral wall fixedly connected with fixture block that the slope layer is close to the base plate. This kind of neotype hydraulic engineering side slope construction protection system through setting up base plate cooperation protective brick, can utilize the gravity of base plate and protective brick, and chucking slope layer improves the stability on slope layer, avoids appearing the slope and collapses, avoids riverbed soil erosion and water loss to lead to the slope to lose the support through the base plate simultaneously, and the bank erodees to the river course trickling water to the slope when can reduce the rainfall through setting up the drainage canal.

Description

Novel hydraulic engineering side slope construction protection system

Technical Field

The utility model relates to a side slope protection technical field specifically is a novel hydraulic engineering side slope construction protection system.

Background

Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in the nature to achieve the purposes of removing harm and benefiting, water is a valuable resource essential for human production and life, but the naturally existing state of the water does not completely meet the requirements of human beings, and only by building the hydraulic engineering, water flow can be controlled to prevent flood disasters and adjust and distribute water quantity to meet the requirements of people life and production on water resources. Hydraulic engineering needs to build various types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like so as to achieve the aims.

In prior art, hydraulic engineering construction protection is mostly interim capital construction, need demolish after the construction is accomplished, causes a large amount of wasting of resources, has improved hydraulic engineering cost, and on the other hand, produced fertilizer in the unable make full use of work progress for this reason, we propose a neotype hydraulic engineering side slope construction protection system and solve above-mentioned problem.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The not enough to prior art, the utility model provides a novel hydraulic engineering side slope construction protection system possesses and need not to demolish after the construction is accomplished, the waste material that produces during make full use of hydraulic engineering construction, and shock resistance is good, and weatherability is strong, and stable in structure advantage such as handsome in appearance has solved the problem that the background art provided.

(II) technical scheme

Need not to demolish after accomplishing for realizing above-mentioned construction, the waste material that produces when make full use of hydraulic engineering construction, impact resistance is good, and the weatherability is strong, stable in structure handsome in appearance's purpose, the utility model provides a following technical scheme: the utility model provides a novel hydraulic engineering side slope construction protection system, includes the ground, the ground includes river bed, slope and bank, the base plate has been laid to the upper surface of river bed, and the base plate is close to one side on slope and offers some draw-in grooves, the upper surface on slope is provided with the metalling, and the upper surface on metalling has laid the overburden layer, the slope layer has been laid to the upper surface on overburden layer, the slope layer is close to the lateral wall fixedly connected with fixture block of base plate, and fixture block and draw-in groove joint setting, the lateral wall that the base plate was kept away from on the slope layer has seted up the spacing groove, the upper surface on bank has seted up the drainage canal, and has laid the protecting brick in the drainage canal, the lower surface and the stopper that fixedly connected with and the spacing groove that are close to the slope layer of protecting.

Preferably, the slope layer includes a plurality of bricks of piecing together, piece together one side and fixture block fixed connection of brick, and piece together the lateral wall of keeping away from the fixture block of brick and seted up the spacing groove.

Preferably, the gravel layer comprises a mesh cage, and a plurality of gravel are placed in the mesh cage.

Preferably, the base plate is a precast concrete plate, and the base plate is embedded with deformed steel bars.

Preferably, the upper surface of the splicing brick is provided with a through hole, and the inner wall of the through hole is embedded with a blocking net.

Preferably, the inner wall of the through hole is embedded with a net bag, and the net bag is inserted into the soil covering layer.

Preferably, one side of the drainage channel is communicated with a diversion channel, the diversion channel is arranged on the upper surface of the slope layer, and the inner wall of the diversion channel is fixedly connected with floor tiles.

Preferably, a groove is formed in the side wall of one side of the spliced brick, and the spliced brick is far away from the side wall fixedly connected with lug of the groove

(III) advantageous effects

Compared with the prior art, the utility model discloses possess following beneficial effect:

1. this kind of neotype hydraulic engineering side slope construction protection system through setting up base plate cooperation protective brick, can utilize the gravity of base plate and protective brick, and chucking slope layer improves the stability on slope layer, avoids appearing the slope and collapses, avoids riverbed soil erosion and water loss to lead to the slope to lose the support through the base plate simultaneously, and the bank erodees to the river course trickling water to the slope when can reduce the rainfall through setting up the drainage canal.

2. This kind of neotype hydraulic engineering side slope construction protection system through setting up cylinder mould cooperation rubble, can improve the stability of rubble layer to utilize the rubble layer to make the intraformational water of earthing downward infiltration side slope, make the overburden layer more stable, and utilize heavier rubble to prevent that side slope protection system from being washed out by rivers, and the cylinder mould can make the rubble become whole, avoids the rubble to scatter, and convenience of customers lays and collects the rubble in the construction.

3. This kind of neotype hydraulic engineering side slope construction protection system can plant the bank protection plant in the earthing layer through setting up the string bag, when promoting protection system's aesthetic property, can utilize plant roots to promote the stability of side slope after piecing together the brick and damaging, makes protection system's life longer, reduces the soil erosion and water loss of earthing layer, avoids the earthing layer to collapse and leads to the slope layer to collapse.

4. This kind of neotype hydraulic engineering side slope construction protection system through setting up the block, can not grow when the shaping yet at the bank protection plant, protects reduction bank protection layer soil erosion and water loss to the bank protection layer, can prevent simultaneously that bank protection plant seed or seedling from being washed away by the water-washed, guarantees that the bank protection plant can grow at the slope layer, realizes the effective protection to the side slope.

5. This kind of neotype hydraulic engineering side slope construction protection system through setting up the diversion channel cooperation ceramic tile, can discharge the water guide in the drainage channel into the river course to reduce the washing away of the water on the slope layer in the drainage channel, and the ceramic tile can reduce the drainage channel in the water branch to covering soil layer infiltration, improves the protective effect to covering soil layer.

Drawings

Fig. 1 is a schematic perspective view of the present invention;

FIG. 2 is a schematic sectional view of the present invention;

FIG. 3 is a schematic view of a partial structure of the present invention;

fig. 4 is a schematic view of a partial structure of the present invention;

fig. 5 is a schematic diagram of the structure of the cylinder mould of the present invention;

figure 6 is the utility model discloses a piece together brick structure schematic diagram.

In the figure: 1. a foundation; 101. river bottom; 102. a slope; 103. river banks; 2. a substrate; 3. a card slot; 4. a crushed stone layer; 41. a cylinder mould; 42. crushing stone; 5. covering a soil layer; 6. a ramp layer; 61. splicing bricks; 62. a through hole; 63. a net bag; 64. a groove; 65. a bump; 7. a clamping block; 8. a limiting groove; 9. protecting bricks; 10. a limiting block; 11. a drainage channel; 12. a floor tile.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Example 1

Referring to fig. 1-5, a novel hydraulic engineering slope construction protection system comprises a foundation 1, the foundation 1 comprises a river bottom 101, a slope 102 and a river bank 103, a base plate 2 is laid on the upper surface of the river bottom 101, the base plate 2 is a concrete precast slab, a screw steel is embedded in the base plate 2, a clamping groove 3 is formed in one side of the base plate 2 close to the slope 102, a gravel layer 4 is arranged on the upper surface of the slope 102, the gravel layer 4 comprises a net cage 41, a plurality of gravels 42 are placed in the net cage 41, the gravels 42 are waste stones generated in hydraulic engineering construction, the drainage performance of a soil covering layer 5 can be improved when the net cage 41 is used for reinforcing the slope in cooperation with the gravels 42, slope protection plants can grow better, a soil covering layer 5 is laid on the upper surface of the gravel layer 4, a slope layer 6 is laid on the upper surface of the soil covering layer 5, the slope layer 6 comprises a plurality of brick splicing 61, a groove 64 is formed in one side wall of, the side wall of the tile 61 far away from the groove is fixedly connected with a convex block 65, the stability of the tile 61 can be improved by arranging the convex block 65 to be matched with the groove 64, one side of the tile 61 is fixedly connected with a clamping block 7, the side wall of the tile 61 far away from the clamping block 7 is provided with a limiting groove 8, the shape and the size of the clamping groove 3 are consistent with those of the limiting groove 8, the upper surface of the tile 61 is provided with a through hole 62, the inner wall of the through hole 62 is embedded with a blocking net, the water and soil loss of a soil covering layer 5 at the through hole 62 can be avoided by arranging the blocking net, the blocking net is propped open during plant growth, the growth of slope protection plants is not hindered, the inner wall of the through hole 62 is embedded with a net bag 63, the net bag 63 is inserted into the soil covering layer 5, the slope protection plants can be planted by matching with the net bag 63, the clamping block 7 is fixedly connected with the side wall of the slope layer 6 near the, drainage channel 11 has been seted up to the upper surface of river bank 103, one side intercommunication of drainage channel 11 has inlet channel 12, and inlet channel 12 is located the upper surface setting of slope layer 6, the inner wall fixedly connected with ceramic tile 13 of inlet channel 12, can discharge the water guide in the drainage channel 11 into the river through setting up inlet channel 12, through setting up ceramic tile 13, can reduce the moisture in the infiltration overburden 5, and laid protecting brick 9 in the drainage channel 11, the lower surface and the stopper 10 that fixedly connected with and spacing groove 8 mate of protecting brick 9 that are close to slope layer 6.

The working principle is as follows: when in use, the substrate 2 made of the concrete precast slabs is firstly transported to the vicinity of hydraulic engineering and sunk into water, then the net cage 41 filled with the broken stones 42 is piled on the side slope, the construction of the side slope of the hydraulic engineering can be effectively protected, the side slope is protected by the broken stone layer 4, the side slope is placed to collapse, then waste soil generated during the construction of the hydraulic engineering is covered on the broken stone layer 4, the splicing bricks 61 are covered on the soil covering layer 5, the splicing bricks 61 are fixed on the soil covering layer 5 by the fixture blocks 7 and the clamping grooves 3, the splicing bricks 61 are mutually fixed by the fixture blocks 7 and the limiting grooves 8, then the drainage channel 11 is built on the river bank 103, and the splicing bricks 61 at the uppermost end are fixed by the protective bricks 9 and the limiting blocks 10, thus, construction waste is fully utilized in the construction process, effective side slope protection is provided, and after the construction, a side slope protection system can be kept, carry out long-term the use, worth mentioning is that, owing to be provided with string bag 63 and can plant the bank protection plant in the string bag, along with going on of construction, even piece together brick 61 and appear damaging in the work progress, also can utilize the bank protection plant after growing to consolidate the side slope, when promoting the construction security, can also promote side slope protection system's aesthetic property.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. A novel hydraulic engineering side slope construction protection system comprises a foundation (1), wherein the foundation (1) comprises a river bottom (101), a slope (102) and a river bank (103);

the method is characterized in that:

a base plate (2) is laid on the upper surface of the river bottom (101), a clamping groove (3) is formed in one side, close to the slope (102), of the base plate (2), a gravel layer (4) is arranged on the upper surface of the slope (102), a soil covering layer (5) is laid on the upper surface of the gravel layer (4), a slope layer (6) is laid on the upper surface of the soil covering layer (5), a clamping block (7) is fixedly connected to the side wall of the slope layer (6) close to the substrate (2), the clamping block (7) is clamped with the clamping groove (3), the side wall of the slope layer (6) far away from the base plate (2) is provided with a limiting groove (8), the upper surface of the river bank (103) is provided with a drainage channel (11), and a protective brick (9) is laid in the drainage channel (11), and the lower surface of the protective brick (9) close to the slope layer (6) is fixedly connected with a limiting block (10) matched with the limiting groove (8).

2. The novel hydraulic engineering slope construction protection system of claim 1, characterized in that: the slope layer (6) comprises a plurality of splicing bricks (61), one side of each splicing brick (61) is fixedly connected with the corresponding clamping block (7), and the side wall, far away from the corresponding clamping block (7), of each splicing brick (61) is provided with a limiting groove (8).

3. The novel hydraulic engineering slope construction protection system of claim 1, characterized in that: the gravel layer (4) comprises a net cage (41), and a plurality of gravel (42) are placed in the net cage (41).

4. The novel hydraulic engineering slope construction protection system of claim 1, characterized in that: the base plate (2) is a precast concrete plate, and the base plate (2) is embedded with screw-thread steel.

5. The novel hydraulic engineering slope construction protection system of claim 2, characterized in that: the upper surface of the splicing bricks (61) is provided with through holes (62), and the inner walls of the through holes (62) are embedded with blocking nets.

6. The novel hydraulic engineering slope construction protection system of claim 5, characterized in that: the inner wall of through-hole (62) inlays and is equipped with string bag (63), and string bag (63) insert earthing layer (5) and set up.

7. The novel hydraulic engineering slope construction protection system of claim 1, characterized in that: one side of the drainage channel (11) is communicated with a water guide channel (12), the water guide channel (12) is arranged on the upper surface of the slope layer (6), and floor tiles (13) are fixedly connected to the inner wall of the water guide channel (12).

8. The novel hydraulic engineering slope construction protection system of claim 2, characterized in that: a groove (64) is formed in the side wall of one side of the splicing brick (61), and a convex block (65) is fixedly connected to the side wall, far away from the groove, of the splicing brick (61).