CN219195805U

CN219195805U - Dyke for preventing water and soil loss

Info

Publication number: CN219195805U
Application number: CN202320187966.5U
Authority: CN
Inventors: 孟丽
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-02-11
Filing date: 2023-02-11
Publication date: 2023-06-16
Anticipated expiration: 2033-02-11

Abstract

The utility model discloses a dike for preventing soil erosion, which comprises an assembled substrate, wherein a first side baffle and a second side baffle are respectively fixed on the outer walls of two sides of the assembled substrate, ridge dike protection bodies are fixed on two sides of the top end of the assembled substrate, concrete riverway is arranged at the top end of the assembled substrate between two ridge dike protection bodies, a plurality of equidistant ridge pipe columns are fixed on the slope of the two ridge dike protection bodies, and transverse pipe columns are welded between adjacent ridge pipe columns. The cement mortar leveling layer ensures the evenness of the slope of the ridge-type dike protection body, ensures the reliability of water and soil stability of a soil base layer, has good engineering effect, ensures the integrity and reliability of the impervious performance of the soil base layer in a normal use limit state by utilizing the epoxy glass corrosion-resistant surface layer, and can effectively resist the impact of water and soil stability of the dike protection by forming the protective frame on the dike protection slope through the ridge-type pipe column and the transverse pipe column.

Description

Dyke for preventing water and soil loss

Technical Field

The utility model relates to the technical field of hydraulic engineering, in particular to a dike dam for preventing water and soil loss.

Background

The method is characterized in that a dike is built on two sides of a river, flood can be restrained, the flood is limited in a flood passage, the depth of water with the same flow is increased, the flow rate of the flood is increased, the flood discharge and sand discharge are facilitated, the water flow flows into the sea in the same direction, the warm overflow disaster is prevented, the construction of a river channel is related to the stabilization of side slopes and riverbed, and the method adopts a Golgi gabion net dike protection structure, so that the method is a main method adopted by many natural river reconstruction and artificial channel excavation for centuries. The river bank or the river bed can be protected in an ideal long-term manner, the flow of water can be controlled, the water loss is prevented, particularly, the river bank or the river bed has good performance in the aspect of protecting the water quality of an environmental river channel, in order to prevent the water loss and the soil loss, a fiber bag filled with cement paste is paved on the surface of a side slope, the fiber bag is fixed on the surface of the side slope through reinforcing steel bars to achieve the effect of preventing the water loss and the soil loss, but the fiber bag is easy to damage, the broken fiber bag causes the coagulated concrete blocks to sink into the river channel, the effect of stabilizing the water and the soil is difficult to achieve, the fiber bag filled with the cement paste is covered on the side slope, and the re-planting preparation of the side slope of the dike is difficult.

Disclosure of Invention

The utility model aims to provide a dike for preventing water and soil loss, which solves the problems that a dike side slope is damaged easily and has short service life in a mode of preventing water and soil loss by using a fiber bag filled with cement paste in the background art, and vegetation is difficult to plant on the side slope.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a prevent soil erosion and water loss's embankment, includes assembled basement, be fixed with side fender one and side fender two respectively on the both sides outer wall of assembled basement, the both sides on assembled basement top all are fixed with ridge formula embankment body, two sets of concrete river course is installed on assembled basement top between the ridge formula embankment body, two sets of be fixed with the ridge formula tubular column of a plurality of equidistance on the domatic of ridge formula embankment body, adjacent welding has horizontal tubular column between the ridge formula tubular column, ridge formula embankment body includes soil basic unit, cement mortar screed-coat and epoxy glass anticorrosive surface layer, cement mortar screed-coat sets up on the two domatic of ridge formula embankment body, epoxy glass anticorrosive surface layer sets up the upper surface at cement mortar screed-coat, two domatic of ridge formula embankment body are provided with the fretwork cavity that supplies vegetation to plant.

Preferably, two groups of convex columns are fixed on the outer wall of one side of the side block, and one end of the surface of each convex column is provided with a first positioning hole.

Preferably, a positioning hole II for the penetration of the convex column is formed in the outer wall of one side of the side block II, main positioning holes are formed in the outer walls of the two sides of the assembled substrate, and long bolts are arranged between the main positioning holes and the positioning hole I.

Preferably, the surface of the second side baffle is provided with a rectangular hollowed-out part, and a baffle net is installed inside the rectangular hollowed-out part.

Preferably, the thickness of the cement mortar leveling layer is 10mm to 20mm.

Preferably, the baffle net is made of a member made of low-carbon steel wires.

Preferably, the diameters of the ridge type pipe column and the transverse pipe column are 20mm to 50mm.

Preferably, the hollow cavity is circular or rectangular in shape.

Compared with the prior art, the utility model has the beneficial effects that: this a prevent embankment of soil erosion and water loss is through being provided with the structure of mutually supporting such as ridge formula tubular column and ridge formula embankment body, lay cement mortar screed-coat in proper order at the side slope surface of ridge formula embankment body, epoxy glass anticorrosive surface course, cement mortar screed-coat guarantees the domatic roughness of ridge formula embankment body, the reliability that soil basic unit soil and water are firm has been guaranteed simultaneously, its engineering effect is good, utilize epoxy glass anticorrosive surface course to guarantee the integrality and the reliability of impervious performance under the normal use limit state of soil basic unit, form the protection frame on the embankment domatic through ridge formula tubular column, the horizontal tubular column, can effectively be to the impact of water resistance, guarantee the structural strength of embankment, plant the vegetation in fretwork chamber department, the soil basic unit is vegetation planting and provides basis, the domatic of ridge formula embankment body forms ecological vegetation again this moment, further prevent the soil erosion and water erosion, compare in the structure of the fibrous bag of laying the cement paste on the side slope surface, this kind of structure has long service life, no structural loss, the soil erosion of embankment has been guaranteed.

Drawings

FIG. 1 is a schematic diagram of a front view of the present utility model;

FIG. 2 is a schematic side view of the present utility model;

FIG. 3 is an enlarged schematic view of the structure of FIG. 2A according to the present utility model;

FIG. 4 is a schematic diagram of a front view connection status structure according to the present utility model;

FIG. 5 is a schematic perspective view of a ridge column of the present utility model;

in the figure: 1. a fabricated substrate; 101. a main positioning hole; 2. a first side block; 201. a convex column; 202. positioning holes I; 3. a ridge-type dike protection body; 301. a soil base layer; 302. a cement mortar leveling layer; 303. an epoxy glass anti-corrosion surface layer; 4. a second side block; 401. positioning holes II; 402. rectangular hollowed-out parts; 403. a barrier net; 5. a concrete river course; 6. ridge type pipe column; 601. a horizontal tubular column is arranged; 7. and (5) hollowing the cavity.

Detailed Description

The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-5, an embodiment of the present utility model is provided: the utility model provides a prevent embankment of soil erosion and water loss, including assembled basement 1, be fixed with side fender one 2 and side fender two 4 respectively on the both sides outer wall of assembled basement 1, both sides on assembled basement 1 top all are fixed with ridge formula embankment body 3, concrete river course 5 is installed on assembled basement 1 top between two sets of ridge formula embankment bodies 3, this embankment is by assembled basement 1 as the base, and form ridge formula embankment body 3 on the both sides on self top, two sets of ridge formula embankment bodies 3 form the river course with concrete river course 5 jointly;

a plurality of groups of equidistant ridge type pipe columns 6 are fixed on the sloping surfaces of the two groups of ridge type dike protection bodies 3, transverse pipe columns 601 are welded between adjacent ridge type pipe columns 6, and the diameters of the ridge type pipe columns 6 and the transverse pipe columns 601 are 20mm to 50mm;

a plurality of ridge type pipe columns 6 are fixed on the sloping surface of the two ridge type dike protection bodies 3, and the adjacent ridge type pipe columns 6 are connected through a transverse pipe column 601, so that the dike protection forms a protection frame on the sloping surface, the impact of water bodies can be effectively resisted, and the structural strength of the dike protection is ensured;

the ridge type dike protection body 3 comprises a soil base layer 301, a cement mortar leveling layer 302 and an epoxy glass anti-corrosion surface layer 303, wherein the thickness of the cement mortar leveling layer 302 is 10mm to 20mm, the cement mortar leveling layer 302 is arranged on two sloping surfaces of the ridge type dike protection body 3, the epoxy glass anti-corrosion surface layer 303 is arranged on the upper surface of the cement mortar leveling layer 302, the cement mortar leveling layer 302 and the epoxy glass anti-corrosion surface layer 303 are sequentially paved on the outer surface of a slope of the ridge type dike protection body 3, the cement mortar leveling layer 302 ensures the evenness of the sloping surface of the ridge type dike protection body 3, and meanwhile, the reliability of water and soil stability of the soil base layer 301 is ensured, and the engineering effect is good;

the integrity and reliability of the anti-seepage performance of the soil base layer 301 in the normal use limit state are ensured by the epoxy glass anti-corrosion surface layer 303;

the two sloping surfaces of the ridge type dike protection body 3 are provided with hollowed-out cavities 7 for vegetation planting, and the hollowed-out cavities 7 are round or rectangular in shape;

a plurality of groups of hollowed-out cavities 7 are formed on the slope of the ridge-type dike protection body 3, so that workers can conveniently plant vegetation at the hollowed-out cavities 7, a soil base layer 301 provides a foundation for vegetation planting, and at the moment, the ecological vegetation layer is formed on the slope of the ridge-type dike protection body 3 again, so that water and soil loss is further prevented;

two groups of convex columns 201 are fixed on the outer wall of one side of the first side baffle 2, one end of the surface of each convex column 201 is provided with a first positioning hole 202, the outer wall of one side of the second side baffle 4 is provided with a second positioning hole 401 for the convex column 201 to penetrate, the outer walls of the two sides of the assembled substrate 1 are both provided with main positioning holes 101, and long bolts are arranged between the main positioning holes 101 and the first positioning holes 202;

when the dike is assembled, adjacent assembled substrates 1 are spliced through the convex columns 201 and fixedly connected at the main positioning holes 101 and the first positioning holes 202 by using long bolts, and the construction efficiency of the dike and the river is improved by preventing assembly construction;

the surface of the second side baffle 4 is provided with a rectangular hollowed-out part 402, a baffle screen 403 is arranged in the rectangular hollowed-out part 402, and the baffle screen 403 ensures the penetration between the adjacent assembled substrates 1;

the baffle net 403 is made of a member made of low-carbon steel wires, and the baffle net 403 made of the low-carbon steel wires has high structural strength and long service life.

This embodiment is when using, first this embankment is by assembled basement 1 as the base, and form ridge formula embankment body 3 in the both sides on self top, two sets of ridge formula embankment body 3 form the river course with concrete river course 5 jointly, the both sides of ridge formula embankment body 3 respectively form the side slope this moment, lay cement mortar screed-coat 302 in proper order at the side slope surface of ridge formula embankment body 3, epoxy glass anticorrosion surface layer 303, cement mortar screed-coat 302 guarantees the domatic roughness of ridge formula embankment body 3, the reliability of soil basic unit 301 soil and water stable has been guaranteed simultaneously, its engineering effect is good, utilize epoxy glass anticorrosion surface layer 303 to guarantee the integrality and the reliability of soil base 301 under normal use limit state, through fixing a plurality of ridge formula tubular column 6 on the domatic of two sets of ridge formula embankment body 3, and connect through putting the tubular column 601 between the adjacent ridge formula tubular column 6 this moment, this embankment forms the protection frame on the domatic, can effectively to the impact of water body, guarantee the structural strength of embankment, the slope surface 3 is laid at the slope surface of slope 3, the slope surface of slope, the slope surface of slope 3 is convenient for set 7 is formed in the slope surface of slope 3, the slope surface of slope of vegetation is more, the vegetation is guaranteed, the vegetation is more than the slope is guaranteed, the soil is more than the slope is guaranteed to the slope surface of vegetation is guaranteed, the soil is more has the vegetation is guaranteed, the soil and is more than the slope and has the slope surface of vegetation is more than the soil and has the slope 3.

Claims

1. The utility model provides a prevent embankment of soil erosion and water loss which characterized in that: including assembled basement (1), be fixed with on the both sides outer wall of assembled basement (1) respectively and keep off one (2) and keep off two (4) to the side, both sides on assembled basement (1) top all are fixed with ridge formula dike protection body (3), two sets of assembled basement (1) top between ridge formula dike protection body (3) is installed concrete river course (5), two sets of be fixed with ridge formula tubular column (6) of a plurality of equidistance on the domatic of ridge formula dike protection body (3), adjacent welding has horizontal tubular column (601) between ridge formula tubular column (6), ridge formula dike protection body (3) are including soil basic unit (301), cement mortar screed-coat (302) and epoxy glass anticorrosive surface layer (303), cement mortar screed-coat (302) set up on two anticorrosive on ridge formula dike protection body (3), epoxy glass surface layer (303) set up on the upper surface of cement mortar screed-coat (302), two slope face protection body (3) are provided with two fretwork vegetation cavities (7) of planting.

2. A dike for preventing water and soil loss according to claim 1, wherein: two groups of convex columns (201) are fixed on the outer wall of one side of the side baffle I (2), and one end of the surface of each convex column (201) is provided with a positioning hole I (202).

3. A dike for preventing soil erosion according to claim 2, wherein: the outer wall of one side of the second side baffle (4) is provided with a second positioning hole (401) for the penetration of the convex column (201), the outer walls of the two sides of the assembled substrate (1) are provided with main positioning holes (101), and long bolts are arranged between the main positioning holes (101) and the first positioning holes (202).

4. A dike for preventing water and soil loss according to claim 1, wherein: the surface of the second side baffle (4) is provided with a rectangular hollowed-out part (402), and a baffle net (403) is arranged in the rectangular hollowed-out part (402).

5. A dike for preventing water and soil loss according to claim 1, wherein: the cement mortar leveling layer (302) has a thickness of 10mm to 20mm.

6. The dike for preventing water and soil loss according to claim 4, wherein: the baffle screen (403) is made of a member made of low-carbon steel wires.

7. A dike for preventing water and soil loss according to claim 1, wherein: the diameters of the ridge type pipe column (6) and the transverse pipe column (601) are 20mm to 50mm.

8. A dike for preventing water and soil loss according to claim 1, wherein: the hollow cavity (7) is round or rectangular.