CN217174607U - River bank protection based on prevention and control of reservoir water and soil loss - Google Patents
River bank protection based on prevention and control of reservoir water and soil loss Download PDFInfo
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- CN217174607U CN217174607U CN202220932776.7U CN202220932776U CN217174607U CN 217174607 U CN217174607 U CN 217174607U CN 202220932776 U CN202220932776 U CN 202220932776U CN 217174607 U CN217174607 U CN 217174607U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The application discloses river course shore protection based on prevention and cure reservoir water and soil loss relates to river course shore protection technical field, the bank body that sets up including the slope, the side of the bank body is equipped with retaining wall, the side of the bank body is equipped with many splice bars, the one end of the body is buried underground in retaining wall far away from the splice bar, be equipped with the waterproof layer on the bank body, the waterproof layer extends to and covers retaining wall, be equipped with the gusset plate along vertical direction in the retaining wall, the one side that the gusset plate is close to the bank body is linked with the splice bar. This application can reduce the bank body and receive the possibility that the erodees and lead to soil erosion and water loss.
Description
Technical Field
The application relates to the technical field of river bank protection, in particular to a river bank protection based on prevention and control of reservoir water and soil loss.
Background
At present, river bank protection engineering is an engineering measure for protecting river banks from invasion and scouring of water flow and wind waves, and along with social progress, the river bank protection not only needs to meet the requirements of flood control and anti-scouring and firmness, but also needs to accord with the concepts of ecology, attractiveness and harmony of human and water, and simultaneously needs to accord with the principle of economy and reasonability.
Current river bank protection often receives the impact of river and damages when blockking the water in the river course inside to wash away the earth of river bank, lead to the loss of soil and water.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that the water and soil loss of the river bank protection is serious due to the fact that water and soil are washed by river water, the application provides a river bank protection based on prevention and control of water and soil loss of a reservoir.
The application provides a river course shore protection based on prevention and cure reservoir soil erosion and water loss adopts following technical scheme.
The utility model provides a river course shore protection based on prevention and cure reservoir soil erosion and water loss, the bank body that sets up including the slope, the side of the bank body is equipped with retaining wall, the side of the bank body is equipped with many splice bars, the one end of the body is buried underground in retaining wall far away from the splice bar, be equipped with the waterproof layer on the bank body, the waterproof layer extends to and covers retaining wall, be equipped with the gusset plate along vertical direction in the retaining wall, the one side that the gusset plate is close to the bank body is linked with the splice bar.
Through adopting above-mentioned technical scheme, the retaining wall can play the guard action to the bank body, can avoid river to erode to the bank body, can reduce the bank body and receive the damage and lead to the possibility of soil erosion and water loss, the while tie bar links together retaining wall and the internal gusset plate of bank, can make the retaining wall pour more firm on the bank body, the gusset plate also can strengthen the bulk strength of retaining wall simultaneously, make the life of retaining wall longer, the waterproof layer can play waterproof effect by the bank body, it erodees to lead to the impaired possibility of bank body to reduce the rainwater to get into the bank body, also can play waterproof effect to the gap between retaining wall and the bank body.
Optionally, a water baffle is arranged at the top of the retaining wall, one end of the water baffle is inserted into the bank body, and the waterproof layer is laid on the water baffle.
Through adopting above-mentioned technical scheme, the breakwater can further play waterproof effect with the gap cover between retaining wall and the bank body.
Optionally, the top side of the reinforcing plate is connected with the water baffle.
Through adopting above-mentioned technical scheme, link reinforcing plate and breakwater together, can make the breakwater install more firm on retaining wall.
Optionally, one surface of the retaining wall, which is far away from the bank body, is provided with a plurality of energy dissipation rods along the length direction, one end of each energy dissipation rod is inserted into the retaining wall, one end of each energy dissipation rod, which is far away from the retaining wall, is inclined downwards, and two adjacent energy dissipation rods are arranged in a cross manner at one end of each energy dissipation rod, which is located outside the retaining wall.
Through adopting above-mentioned technical scheme, the energy dissipation pole of cross arrangement can reduce the impact force of river to the retaining wall, can play the local effect of energy dissipation, has reduced the retaining wall and has received the river for a long time and erode and the possibility of damaging.
Optionally, one end of the energy dissipation rod, which is positioned in the retaining wall, is connected with the reinforcing plate.
Through adopting above-mentioned technical scheme, link together energy dissipation pole and gusset plate, can make the energy dissipation pole install more firm on the retaining wall, can reduce the energy dissipation pole and receive the river long time and erode the possibility that drops from the retaining wall, the energy dissipation pole is inserted and is established in the retaining wall simultaneously, can also strengthen the bulk strength of retaining wall for the retaining wall can bear bigger impact force.
Optionally, the bank body is close to the side of retaining wall and has set firmly the connecting network along vertical direction, the splice bar passes the connecting network, the retaining wall is connected with the connecting network.
Through adopting above-mentioned technical scheme, pour the side at the bank body with the retaining wall through the connecting network, can strengthen the cohesion between retaining wall and the bank body, can make the retaining wall pour more firm at the bank body side.
Optionally, the bank body is provided with a plurality of shunting blocks on the waterproof layer.
Through adopting above-mentioned technical scheme, the rainwater on the bank body can be shunted to the reposition of redundant personnel piece, reduces the impact force of rainwater to the bank body.
Optionally, the bank body is provided with a water leakage pipe below the flow dividing block, one end of the water leakage pipe is inserted into the bank body, one end of the water leakage pipe in the bank body is higher than the other end of the water leakage pipe in the bank body, and one end of the water leakage pipe in the bank body is provided with a filter screen.
Through adopting above-mentioned technical scheme, the bank body is flowed out through the hourglass water pipe of slope to the water of bank internal deposit, can reduce the internal remaining water of bank as far as, can reduce ponding and soak in ann internally for a long time, causes the possibility of destruction to the bank body inside, and the filter screen can play filterable effect to the hourglass water pipe simultaneously, reduces earth and gets into the possibility that the hourglass water pipe will block up.
In summary, the present application includes at least one of the following advantages:
1. the retaining wall can protect the bank body, can prevent river water from washing the bank body, can reduce the possibility of water and soil loss caused by damage to the bank body, and meanwhile, the connecting ribs connect the retaining wall and the reinforcing plates in the bank body together, so that the retaining wall can be more stably poured on the bank body, and meanwhile, the reinforcing plates can also enhance the overall strength of the retaining wall, so that the service life of the retaining wall is longer;
2. the energy dissipation rods arranged in a crossed mode can reduce the impact force of river water on the retaining wall, can play a role in energy dissipation, and reduces the possibility that the retaining wall is damaged due to the fact that the retaining wall is washed by the river water for a long time.
Drawings
Fig. 1 is a schematic structural diagram of a river bank protection based on reservoir soil and water loss prevention and control in an embodiment of the application.
Fig. 2 is a sectional view taken along line a-a of fig. 1.
Description of reference numerals:
1. a bank body; 11. connecting ribs; 12. a waterproof layer; 13. connecting a net; 14. a shunting block; 15. a water leakage pipe; 16. filtering with a screen; 2. a retaining wall; 21. a reinforcing plate; 22. a water baffle; 23. energy dissipation pole.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses river bank protection based on prevention and control reservoir soil erosion and water loss. Referring to fig. 1 and 2, river course shore protection based on prevention and cure reservoir water and soil loss includes the bank body 1 that the slope set up, the lower side of bank body 1 is provided with retaining wall 2, the side that bank body 1 is close to retaining wall 2 is equipped with many splice bars 11 along the horizontal direction, the one end of splice bar 11 is inserted and is located in retaining wall 2, it has buried gusset plate 21 to sell along vertical direction in retaining wall 2, the one end welded fastening of splice bar 11 position in retaining wall 2 is on gusset plate 21, make splice bar 11 link together with gusset plate 21.
The bank body 1 is paved with a waterproof layer 12 by cement mortar, and the waterproof layer 12 extends to the retaining wall 2 and covers the gap between the retaining wall 2 and the bank body 1. Retaining wall 2 can play the guard action to the bank body 1, can avoid river water to wash away to the bank body 1, can reduce the bank body 1 and receive the damage and lead to the possibility of soil erosion and water loss, the gusset plate 21 in retaining wall 2 and the bank body 1 links together simultaneously to splice bar 11, can make retaining wall 2 pour more firm on the bank body 1, gusset plate 21 also can strengthen retaining wall 2's bulk strength simultaneously, make retaining wall 2's life longer.
In order to increase the cohesion between retaining wall 2 and the bank body 1, the side that is close to retaining wall 2 at the bank body 1 is fixed with connecting net 13, splice bar 11 pass connecting net 13 and with connecting net 13 welded fastening, connecting net 13 is inlayed in retaining wall 2, retaining wall 2 is connected with the bank body 1 through connecting net 13, connecting net 13 can make the cohesion between retaining wall 2 and the bank body 1 better, make and be connected more firmly between retaining wall 2 and the bank body 1.
In order to further increase the waterproof effect between the retaining wall 2 and the bank body 1, a water baffle 22 is arranged at the top of the retaining wall 2 along the horizontal direction, one side of the water baffle 22 is inserted into the bank body 1, a gap between the retaining wall 2 and the bank body 1 is covered, the waterproof layer 12 is laid on the water baffle 22, the waterproof layer 12 made of cement mortar is easy to damage in a long-time use process, the water baffle 22 can prevent the water seepage of the gap between the retaining wall 2 and the bank body 1 after the waterproof layer 12 is damaged, and the condition that the connection effect between the retaining wall 2 and the bank body 1 is poor is caused.
In order to make the installation of the water guard plate 22 more stable, the bottom side of the reinforcing plate 21 is extended out of the retaining wall 2, and the top side of the reinforcing plate 21 is welded with the water guard plate 22, so that the water guard plate 22 can be more stable on the retaining wall 2, and the connection strength between the retaining wall 2 and the bank body 1 can be enhanced.
Referring to fig. 1 and 2, the retaining wall 2 is easily damaged by the long-term washing of river water, and in order to reduce the impact force of the river water on the retaining wall 2, a plurality of energy dissipation rods 23 are provided in the longitudinal direction of the retaining wall 2 at a side thereof remote from the body 1, and the energy dissipation rods 23 are located on the same horizontal line. One end of each energy dissipation rod 23 is inserted into the retaining wall 2 and is welded and fixed with the reinforcing plate 21, one end of each energy dissipation rod 23, which is positioned outside the retaining wall 2, is inclined downwards, and two adjacent energy dissipation rods 23 are arranged in a crossed manner. When the river erodees retaining wall 2, energy dissipation pole 23 can reduce the impact force of river to retaining wall 2, can reduce the river and erode the damage to retaining wall 2, can increase retaining wall 2's life. Simultaneously the rest reinforcing plates 21 of the energy dissipation rods 23 are connected together, so that the energy dissipation rods 23 can be more stably installed on the retaining wall 2, and the possibility that the energy dissipation rods 23 fall off from the retaining wall 2 under the impact of river water can be reduced.
Simultaneously, the rainwater collects in the top of the bank body 1, from the top of the bank body 1 erode downwards, and the easy bank body 1 causes the damage, evenly is provided with a plurality of branch stream block 14 that are triangle-shaped on the bank body 1 face of slope, and branch stream block 14 can shunt the rainwater on the bank body 1, subtracts to avoid the rainwater to collect together and causes the impact to bank body 1 below, makes bank body 1 receive the damage.
In long-time use, can seep water in the bank body 1, long-time ponding can make the earth in the bank body 1 become soft, causes the influence to the intensity of the bank body 1, in order to reduce the ponding in the bank body 1, the bank body 1 is provided with the weeping pipe 15 in the bottom side of reposition of redundant personnel piece 14, and the one end tilt-up of weeping pipe 15 inserts in the bank body 1. Ponding in the bank body 1 can flow outside the bank body 1 through water leakage pipe 15, can reduce the ponding in the bank body 1 as far as, reduces the possibility that bank body 1 intensity received the influence.
In order to avoid the earth entering water leakage pipe 15 in the bank body 1, to block water leakage pipe 15, the one end that water leakage pipe 15 is located bank body 1 is provided with filter screen 16, and filter screen 16 can play filterable effect, can reduce the possibility that earth gets into water leakage pipe 15.
The implementation principle of the river bank protection based on the prevention and treatment of the water and soil loss of the reservoir is as follows: the method comprises the steps of laying a connecting net 13 on the side edge of a bank body 1, welding the connecting net 13 and connecting ribs 11 together, welding reinforcing plates 21 at the end portions of the connecting ribs 11, welding energy dissipation rods 23 on the reinforcing plates 21, spraying concrete on the connecting ribs 11 to form a retaining wall 2, laying a water baffle 22 on the retaining wall 2, inserting one side of the water baffle 22 into the bank body 1, and welding the water baffle 22 and the reinforcing plates 21 together. And spraying cement mortar on the bank body 1 to form a waterproof layer 12. Accumulated water in the bank body 1 will flow out of the bank body 1 through the water leakage pipe 15.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a river course shore protection based on prevention and cure reservoir soil erosion and water loss, bank body (1) including the slope setting, its characterized in that: the side of the bank body (1) is equipped with retaining wall (2), the side of the bank body (1) is equipped with many splice bars (11), the one end that the bank body (1) was kept away from in splice bar (11) is buried underground in retaining wall (2), be equipped with waterproof layer (12) on the bank body (1), waterproof layer (12) extend to on retaining wall (2) and cover retaining wall (2), be equipped with gusset plate (21) along vertical direction in retaining wall (2), one side that gusset plate (21) are close to the bank body (1) is linked with splice bar (11).
2. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir of claim 1, which is characterized in that: the water retaining wall is characterized in that a water retaining plate (22) is arranged at the top of the retaining wall (2), one end of the water retaining plate (22) is inserted into the bank body (1), and the waterproof layer (12) is laid on the water retaining plate (22).
3. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir according to claim 2, characterized in that: the top side of the reinforcing plate (21) is connected with a water baffle (22).
4. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir of claim 3, wherein: one surface of the retaining wall (2) far away from the body (1) is provided with a plurality of energy dissipation rods (23) along the length direction, one ends of the energy dissipation rods (23) are inserted into the retaining wall (2), one ends of the energy dissipation rods (23) far away from the retaining wall (2) are arranged in a downward inclined mode, and one ends of the two adjacent energy dissipation rods (23) located outside the retaining wall (2) are arranged in a crossed mode.
5. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir of claim 4, wherein: one end of the energy dissipation rod (23) positioned in the retaining wall (2) is connected with the reinforcing plate (21).
6. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir of claim 1, which is characterized in that: the side that bank body (1) is close to retaining wall (2) has set firmly connecting net (13) along vertical direction, connecting bar (11) pass connecting net (13), retaining wall (2) are connected with connecting net (13).
7. The river bank protection based on the prevention and treatment of water and soil loss of the reservoir of claim 1, which is characterized in that: the bank body (1) is provided with a plurality of shunting blocks (14) on the waterproof layer (12).
8. The river bank protection based on reservoir soil erosion prevention and control of claim 7, characterized in that: the below that the bank body (1) is located reposition of redundant personnel piece (14) is equipped with water leakage pipe (15), the one end of water leakage pipe (15) is inserted and is located bank body (1) in, just the one end that water leakage pipe (15) are located bank body (1) is higher than the other end, the one end that water leakage pipe (15) are located bank body (1) is equipped with filter screen (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220932776.7U CN217174607U (en) | 2022-04-21 | 2022-04-21 | River bank protection based on prevention and control of reservoir water and soil loss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220932776.7U CN217174607U (en) | 2022-04-21 | 2022-04-21 | River bank protection based on prevention and control of reservoir water and soil loss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217174607U true CN217174607U (en) | 2022-08-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220932776.7U Active CN217174607U (en) | 2022-04-21 | 2022-04-21 | River bank protection based on prevention and control of reservoir water and soil loss |
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| Country | Link |
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| CN (1) | CN217174607U (en) |
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2022
- 2022-04-21 CN CN202220932776.7U patent/CN217174607U/en active Active
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