Bank protection foundation pit drainage structure
By setting up waterproof layers and water collection well drainage systems inside and outside the bank revet foundation pit, the problem of water discharge difficulties in rainy weather by the bank revet foundation pit is solved, rapid drainage and preventing embankment from permeating, and construction efficiency and safety are improved .
Patent Information
- Application Number
- CN202420648930.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-01
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-04-01
AI Technical Summary
The existing shore protection foundation pit drainage structure cannot quickly discharge water in rainy weather, resulting in water storage of foundation pits, affecting the construction progress and unable to prevent embankment fullness and bank collapse disasters.
Using a combined structure of a water collection well, a drainage pipe, a pump, a first waterproof layer and a second waterproof layer, a waterproof layer is arranged inside and outside the bank guard foundation pit and quickly lay and wind it with a driving mechanism, combining waterproof geotextile and filter plate. Prevent rainwater from seeping in and draining water quickly.
Effectively prevent rainwater erosion and embankment from being full, reduce manpower and material consumption, improve construction efficiency and reduce economic losses.
Smart Images
Figure CN222206429U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of bank protection foundation pit drainage, and more specifically, particularly relates to a bank protection foundation pit drainage structure. Background Art
[0002] Bank protection engineering refers to the engineering that takes certain engineering measures to protect the coast, river bank, lake bank and other shorelines in order to prevent erosion, collapse and other hazards. In the construction of bank protection engineering, foundation pit excavation is one of the important links, and its quality directly affects the safety and stability of the entire bank protection project. However, when it rains, it is difficult for rainwater to drain out of the foundation pit quickly, which can easily cause water accumulation in the foundation pit. In the later stage, it will take a lot of manpower and material resources to drain the water, which will cause economic losses and affect the normal construction progress.
[0003] The utility model patent with announcement number CN219621808U discloses a drainage structure for a bank protection pit, including a foundation pit body, drainage grooves are provided along the four sides of the foundation groove of the foundation pit body, a water collection pit is provided at the corner of the foundation groove of the foundation pit body, the drainage groove and the water collection pit are connected to each other, a submersible pump is provided in the water collection pit, the output end of the submersible pump is connected to an outlet pipe, the end of the outlet pipe away from the submersible pump is provided outside the foundation pit body, and a steel mesh is provided around the wall of the water collection pit, the height of the steel mesh is higher than the foundation groove of the foundation pit body, and the bank protection pit can be easily drained. The bank protection structure is to prevent scouring, bank collapse and other disasters, not only to drain a single foundation pit, but also to prevent the bank from being full, and the bank protection pit drainage structure in the prior art cannot prevent rainwater from infiltrating, and cannot meet the maintenance of the bank protection pit. Utility Model Content
[0004] The utility model aims to overcome the above-mentioned shortcomings and provide a technical solution that can solve the above-mentioned problems.
[0005] A drainage structure for a bank protection pit comprises a water collection well, a drainage pipe, a water pump, a first waterproof layer and a second waterproof layer. One end of the drainage pipe extends into the water collection well, and the other end extends out of the bank protection pit. The water pump is connected to the drainage pipe to discharge the water in the water collection well out of the bank protection pit. The first waterproof layer is laid on the slope inside the bank protection pit, and the second waterproof layer is laid on the embankment slope outside the bank protection pit, so as to prevent rainwater from seeping into the embankment and causing bank collapse.
[0006] Furthermore, the first waterproof layer and the second waterproof layer are both made of waterproof roll materials, and the top of the revetment pit is provided with a first roll and a second roll for rolling up the first waterproof layer and the second waterproof layer respectively, and one end of the first waterproof layer and the second waterproof layer are fixed to the first roll and the second roll respectively.
[0007] Furthermore, a driving mechanism for driving the first drum and the second drum to reel in and release the first waterproof layer and the second waterproof layer is also provided on the top of the revetment pit.
[0008] Furthermore, the driving mechanism includes a driving motor installed on the top of the bank protection pit, the first drum and the second drum are respectively provided with a first rotating shaft and a second rotating shaft, the output shaft of the driving motor is connected to the first rotating shaft or the second rotating shaft, the first rotating shaft and the second rotating shaft are both provided with pulleys, and the two pulleys are connected by a transmission belt, and the first waterproof layer and the second waterproof layer are wound on the first drum and the second drum in the same direction.
[0009] Furthermore, a counterweight is provided at one end of the first waterproof layer and the second waterproof layer away from the first reel and the second reel.
[0010] Furthermore, the counterweights of the first waterproof layer and the second waterproof layer are both counterweight blocks.
[0011] Furthermore, the counterweight of the first waterproof layer is a counterweight ring, which is sleeved on the drainage pipe at the bottom of the revetment pit, and the counterweight of the second waterproof layer is a counterweight block.
[0012] Furthermore, a waterproof geotextile is laid in the water collection well, and a first filter plate is installed around the outer side of the top of the water collection well, and the first filter plate is vertically arranged and circumferentially closed.
[0013] Furthermore, a second filter plate is horizontally arranged in the water collection well, and the second filter plate is detachably connected to the first filter plate.
[0014] Furthermore, a hook is provided on one side of the first filter plate close to the water collection well, and the hook is located outside the water collection well. A hanging ring is provided on the upper surface of the second filter plate, and the hanging ring is hooked on the hook.
[0015] Compared with the prior art, the beneficial effects of the utility model are:
[0016] In the bank protection pit drainage structure of the utility model, the water in the bank protection pit is collected in the water collection well and discharged through the drainage pipe and the water pump. By setting a first waterproof layer on the slope inside the bank protection pit and setting a second waterproof layer on the embankment slope outside the bank protection pit, it is effectively prevented from rainwater scouring the slope and preventing the embankment from being filled with water and causing bank collapse disasters.
[0017] In the bank protection foundation pit drainage structure of the utility model, the first waterproof layer and the second waterproof layer are both made of waterproof coiled materials. By arranging the first coil and the second coil, the first coil and the second coil are used to roll up the first waterproof layer and the second waterproof layer respectively, which is convenient for laying and rolling up. Thus, it can be quickly laid before rainfall and quickly rolled up after rainfall, which is convenient for construction.
[0018] By arranging a counterweight at one end of the first waterproof layer and the second waterproof layer away from the first reel and the second reel, the first waterproof layer and the second waterproof layer can be laid flat on the slope. When the first waterproof layer and the second waterproof layer are made of lightweight plastic films, the plastic films can be effectively prevented from being blown up. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:
[0020] Figure 1 It is a schematic diagram of the overall structure of the bank protection foundation pit drainage structure in Example 1.
[0021] Figure 2 It is a schematic diagram of the overall structure of the bank protection foundation pit drainage structure in Example 1 from another perspective.
[0022] Figure 3 It is a schematic diagram of the structure of the water collection well in the first embodiment.
[0023] Figure 4 It is a schematic diagram of the structure of the water collection well in the first embodiment without installing the second filter plate.
[0024] Figure 5 It is a schematic diagram of the structure of the second filter plate in the first embodiment.
[0025] Figure 6 It is a schematic diagram of the overall structure of the bank protection foundation pit drainage structure in Example 1.
[0026] Figure 7 yes Figure 6 Enlarged view of point A in the middle.
[0027] In the figure: 1. water collection well; 2. drainage pipe; 3. water pump; 4. first waterproof layer; 5. second waterproof layer; 6. first drum; 7. second drum; 8. driving motor; 9. pulley; 10. driving belt; 11. counterweight; 12. waterproof geotextile; 13. first filter plate; 14. second filter plate; 15. hook; 16. hanging ring. DETAILED DESCRIPTION
[0028] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0029] Embodiment 1:
[0030] like Figure 1-Figure 5 As shown, the drainage structure of the revetment pit in this embodiment includes a water collection well 1, a drainage pipe 2, a pump 3, a first waterproof layer 4 and a second waterproof layer 5. One end of the drainage pipe 2 extends into the water collection well 1, and the other end extends out of the revetment pit. The pump 3 is connected to the drainage pipe 2 to discharge the water in the water collection well 1 out of the revetment pit. The first waterproof layer 4 is laid on the slope inside the revetment pit, and the second waterproof layer 5 is laid on the embankment slope outside the revetment pit, so as to prevent rainwater from seeping into the embankment and causing bank collapse.
[0031] In this embodiment, the first waterproof layer 4 and the second waterproof layer 5 are both made of waterproof rolls, and specifically, the waterproof rolls can be waterproof cloth, waterproof membrane, etc., preferably lightweight plastic cloth or plastic membrane. A first reel 6 and a second reel 7 for rolling up the first waterproof layer 4 and the second waterproof layer 5 are provided on the top of the revetment foundation pit, and one end of the first waterproof layer 4 and the second waterproof layer 5 are fixed to the first reel 6 and the second reel 7, respectively, and the first waterproof layer 4 and the second waterproof layer 5 are respectively wound on the first reel 6 and the second reel 7 for rolling up.
[0032] In this embodiment, a driving mechanism for driving the first reel 6 and the second reel 7 to reel in and release the first waterproof layer 4 and the second waterproof layer 5 is also provided at the top of the revetment pit. The driving mechanism includes a driving motor 8 installed at the top of the revetment pit. The first reel 6 and the second reel 7 are respectively provided with a first rotating shaft and a second rotating shaft. The output shaft of the driving motor 8 is connected to the first rotating shaft or the second rotating shaft. Pulleys 9 are provided on the first rotating shaft and the second rotating shaft, and the two pulleys 9 are connected by a transmission belt 10. The first waterproof layer 4 and the second waterproof layer 5 are wound on the first reel 6 and the second reel 7 in the same direction, for example, the winding directions are both clockwise or both counterclockwise.
[0033] In this embodiment, a counterweight 11 is provided at one end of the first waterproof layer 4 and the second waterproof layer 5 away from the first reel 6 and the second reel 7. Specifically, the counterweights 11 of the first reel 6 and the second reel 7 are all counterweight blocks, and a plurality of counterweight blocks are provided at equal intervals. By providing the counterweight 11 at one end of the first waterproof layer 4 and the second waterproof layer 5 away from the first reel 6 and the second reel 7, the first waterproof layer 4 and the second waterproof layer 5 can be laid flat on the slope, and when the first waterproof layer 4 and the second waterproof layer 5 are made of a light plastic film, the plastic film can be effectively prevented from being blown up.
[0034] In this embodiment, a waterproof geotextile 12 is laid in the water collection well 1, and a first filter plate 13 is installed around the outer side of the top of the water collection well 1. The first filter plate 13 is vertically arranged and circumferentially closed. A second filter plate 14 is horizontally arranged in the water collection well 1, and the second filter plate 14 is detachably connected to the first filter plate 13. Specifically, the side of the first filter plate 13 close to the water collection well 1 is spaced from the well wall of the water collection well 1, and a hook 15 is arranged on the side of the first filter plate 13 close to the water collection well 1. The hook 15 is located outside the water collection well 1, so as not to affect the installation of the second filter plate 14. A hanging ring 16 is arranged on the edge of the upper surface of the second filter plate 14. When the second filter plate 14 is installed in the water collection well 1, the hanging ring 16 is hooked on the hook 15. A lifting connector is also arranged on the upper surface of the second filter plate 14. The lifting connector can be a structure such as a lifting ring or a hook, so as to facilitate the installation and removal of the second filter plate 14, facilitate disassembly for cleaning, and prevent the second filter plate 14 from being blocked.
[0035] The first filter plate 13 is directly installed on the outside of the top of the water collection well 1, has the function of primary filtration, and can be cleaned outside the first filter plate 13 without disassembly. Specifically, the first filter plate 13 can be fixed to the bottom of the revetment pit by screws or anchors.
[0036] In this embodiment, the pump 3 is installed on the top of the revetment pit, one end of the drainage pipe 2 is connected to the pump 3, and the other end extends to the bottom of the revetment pit and passes through the first filter plate 13 and the second filter plate 14 in sequence to reach the water collection well 1. The drainage pipe 2 is a hose.
[0037] The working principle of the bank protection foundation pit drainage structure in this embodiment is:
[0038] The water in the revetment pit is collected in the water collection well 1 and discharged through the drainage pipe 2 and the water pump 3. By setting the first waterproof layer 4 on the slope inside the revetment pit and setting the second waterproof layer 5 on the embankment slope outside the revetment pit, it is effectively prevented from rainwater scouring the slope and preventing the embankment from being filled with water and causing bank collapse disasters. The first waterproof layer 4 and the second waterproof layer 5 are both made of waterproof rolls, and the first roll 6 and the second roll 7 are set, and the first roll 6 and the second roll 7 are used to roll up the first waterproof layer 4 and the second waterproof layer 5 respectively, which is convenient for laying and rolling up, so that it can be quickly laid before rainfall and quickly rolled up after rainfall, which is convenient for construction.
[0039] Embodiment 2:
[0040] like Figure 6 , Figure 7 As shown, in the bank protection pit drainage structure in this embodiment, the first waterproof layer 4 and the second waterproof layer 5 are provided with a counterweight 11 at one end away from the first drum 6 and the second drum 7. The counterweight 11 of the first waterproof layer 4 is a counterweight ring, and a plurality of counterweight rings are arranged at equal intervals and sleeved on the drainage pipe 2 at the bottom of the bank protection pit. The counterweight 11 of the second waterproof layer 5 is a counterweight block, and a plurality of counterweight blocks are arranged at equal intervals.
[0041] By configuring the counterweight 11 of the first waterproof layer 4 as a counterweight ring and sleeve-mounting the counterweight ring on the drain pipe 2 , the weight of the counterweight 11 can be effectively reduced.
[0042] Finally, it should be noted that the above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.
Claims
1. A bank protection foundation pit drainage structure, characterized in that: include: Water collection well (1); One end of the drainage pipe extends into the water collection well (1), and the other end of the drainage pipe extends out of the bank protection pit to form a drainage pipe (2); A water pump (3) connected to the drainage pipe (2); A first waterproof layer (4) is laid on the slope inside the revetment foundation pit; and A second waterproof layer (5) is laid on the bank slope outside the bank protection pit.
2. The bank protection foundation pit drainage structure according to claim 1 is characterized in that: The first waterproof layer (4) and the second waterproof layer (5) are both made of waterproof roll materials. A first roll (6) and a second roll (7) for rolling up the first waterproof layer (4) and the second waterproof layer (5) are provided on the top of the revetment foundation pit. One end of the first waterproof layer (4) and the second waterproof layer (5) are fixed to the first roll (6) and the second roll (7) respectively.
3. The bank protection foundation pit drainage structure according to claim 2 is characterized in that: The top of the revetment pit is also provided with a driving mechanism for driving the first reel (6) and the second reel (7) to reel in and release the first waterproof layer (4) and the second waterproof layer (5).
4. The bank protection foundation pit drainage structure according to claim 3 is characterized in that: The driving mechanism comprises a driving motor (8) installed on the top of the bank protection pit, the first drum (6) and the second drum (7) are respectively provided with a first rotating shaft and a second rotating shaft, the output shaft of the driving motor (8) is connected to the first rotating shaft or the second rotating shaft, the first rotating shaft and the second rotating shaft are both provided with pulleys (9), and the two pulleys (9) are connected by a transmission belt (10), and the first waterproof layer (4) and the second waterproof layer (5) are wound on the first drum (6) and the second drum (7) in the same direction.
5. The bank protection foundation pit drainage structure according to claim 4 is characterized in that: A counterweight (11) is provided at one end of the first waterproof layer (4) and the second waterproof layer (5) away from the first reel (6) and the second reel (7).
6. The bank protection foundation pit drainage structure according to claim 5, characterized in that: The counterweights (11) of the first waterproof layer (4) and the second waterproof layer (5) are counterweight blocks.
7. The bank protection foundation pit drainage structure according to claim 5, characterized in that: The counterweight (11) of the first waterproof layer (4) is a counterweight ring, which is sleeved on the drainage pipe (2) at the bottom of the revetment foundation pit, and the counterweight (11) of the second waterproof layer (5) is a counterweight block.
8. The bank protection foundation pit drainage structure according to any one of claims 1 to 7, characterized in that: A waterproof geotextile (12) is laid in the water collection well (1), and a first filter plate (13) is installed around the outer side of the top of the water collection well (1), and the first filter plate (13) is vertically arranged and circumferentially closed.
9. The bank protection foundation pit drainage structure according to claim 8, characterized in that: A second filter plate (14) is horizontally arranged in the water collection well (1), and the second filter plate (14) is detachably connected to the first filter plate (13).
10. The bank protection foundation pit drainage structure according to claim 9, characterized in that: A hook (15) is provided on one side of the first filter plate (13) close to the water collection well (1), and the hook (15) is located outside the water collection well (1). A hanging ring (16) is provided on the upper surface of the second filter plate (14), and the hanging ring (16) is hooked on the hook (15).