Multifunctional precipitation well cover plate
By designing multi-functional precipitation manhole cover plates, using structures such as steel casing, internal support, steel cover plate and water stop ring, the problem of debris blockage on the precipitation well on the construction site is solved, and the normal operation and equipment protection of the precipitation well are achieved.
Patent Information
- Application Number
- CN202421782930.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-26
- Publication Date
- 2025-05-16
- Estimated Expiration
- 2034-07-26
AI Technical Summary
At the construction site, debris are easily dropped in the precipitation well pipe, such as soil particles, stones, construction waste, etc., which leads to blockage, reduced precipitation efficiency or damage. Traditional protective measures cannot completely prevent debris from entering.
A multi-functional precipitation manhole cover plate is designed, including a steel casing installed on the inner wall of the precipitation well. The inner wall of the steel casing is fixed and the inner support is fixed. The steel cover plate is installed at the top, and the bottom of the cover plate has legs and reinforced support. A water stop ring is installed in the center of the outer wall of the steel casing to prevent water leakage.
This design not only effectively prevents debris from entering the precipitation well and ensures the normal progress of the precipitation process, but also protects precipitation equipment, maintains precipitation efficiency, and reduces maintenance costs.
Smart Images

Figure CN222878731U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, and more specifically, to a multifunctional precipitation well cover. Background Art
[0002] At the construction site, especially when carrying out earthwork, foundation construction or underground construction operations, dewatering is an important measure to ensure construction safety and efficiency. In order to control the groundwater level, dewatering wells are usually used to lower the water level.
[0003] However, during the construction process, due to the complexity of the on-site environment, debris such as soil particles, stones, construction waste, etc. often accidentally falls into the precipitation well pipe. These debris will not only block the precipitation well and affect its normal operation, but may also cause a decrease in precipitation efficiency and even damage the equipment in the well.
[0004] Traditional protective measures are often unable to completely prevent the entry of debris. Therefore, developing an effective precipitation manhole cover becomes the key to solving this problem. Utility Model Content
[0005] In order to overcome the above-mentioned defects of the prior art, the utility model provides a multifunctional drainage manhole cover to solve the problems raised in the above-mentioned background technology.
[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a multifunctional precipitation well cover, comprising a steel casing installed on the inner wall of the precipitation well, a plurality of internal supports being fixed to the inner wall of the steel casing, a steel cover is arranged on the top of the steel casing, a plurality of supporting legs are arranged on the bottom of the steel cover, and reinforcing supports are arranged between the plurality of supporting legs.
[0007] In order to realize the installation of the steel casing and isolate the water leakage in the vertical gaps of the side walls of the steel casing, preferably, a water stop ring is fixedly installed at the central part of the outer wall of the steel casing, and the water stop ring is embedded in the well wall of the precipitation well, and the steel casing is installed inside the precipitation well through the water stop ring.
[0008] In order to support the legs of the steel cover during the construction process and to support the steel cover when sealing the well, preferably, the number of the internal supports is set to four and is equidistantly distributed on the inner wall of the steel casing.
[0009] In order to facilitate construction workers to take the steel cover plate or adjust the position of the steel cover plate, preferably, a steel ring handle is welded on the top of the steel cover plate, and the steel ring handle is an arc-shaped structure.
[0010] In order to be able to stably erect the steel cover plate, preferably, the number of the legs is set to four, and they are equidistantly welded at the four corners of the bottom of the steel cover plate, the two ends of the reinforcing support are respectively welded to the corresponding legs, and the number of the reinforcing supports is set to two, and they are cross-arranged respectively.
[0011] In order to ensure the normal operation of the precipitation process, preferably, a water pump pipe connected to a water pump is extended inside the steel casing, and one end of the water pump pipe extends to the inside of the steel casing through the gap between the two legs at the bottom of the steel cover plate.
[0012] Technical effects and advantages of the utility model:
[0013] Compared with the prior art, the multifunctional precipitation well cover of the utility model can be processed in advance using the necessary cover for sealing the well, and used as a cover to prevent debris from falling into the precipitation well during construction, while allowing water pump pipes to pass through to ensure the normal progress of the precipitation process. This is of great significance for improving the operation of precipitation wells at construction sites, protecting precipitation equipment, maintaining precipitation efficiency and reducing maintenance costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 It is a schematic diagram of the overall structure of the utility model.
[0015] Figure 2 It is a schematic diagram of the overall structure of the utility model during the well sealing period.
[0016] Figure 3 It is a schematic diagram of the internal structure of the steel casing of the utility model.
[0017] Figure 4 It is a schematic diagram of the surface structure of the steel cover plate of the present utility model.
[0018] Figure 5 It is a three-dimensional diagram of the overall structure of the steel cover plate of the present utility model.
[0019] Figure 6 It is a three-dimensional diagram of the overall structure of the utility model during construction.
[0020] The accompanying drawings are marked as follows: 1. steel casing; 2. internal support; 3. steel cover plate; 4. support leg; 5. reinforced support; 6. water stop ring; 7. steel ring handle; 8. water pump pipe. DETAILED DESCRIPTION
[0021] 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.
[0022] As attached Figure 1-6 A multifunctional precipitation well cover shown includes a steel casing 1 installed on the inner wall of the precipitation well, a plurality of inner supports 2 are fixed to the inner wall of the steel casing 1, a steel cover 3 is arranged on the top of the steel casing 1, a plurality of supporting legs 4 are arranged on the bottom of the steel cover 3, and reinforcing supports 5 are arranged between the plurality of supporting legs 4.
[0023] In a specific embodiment, as shown in the attached Figure 1 , 2 As shown, a water stop ring 6 is fixedly installed at the central part of the outer wall of the steel casing 1, and the water stop ring 6 is embedded in the wall of the precipitation well. The steel casing 1 is installed inside the precipitation well through the water stop ring 6.
[0024] Specifically, in the above structure, the steel casing 1 is a connecting casing of the sandless concrete pipe at the raft position, which is an outer casing for sealing the well. Its height is determined according to the thickness of the foundation raft. The waterstop ring 6 is a 60*6mm waterstop steel plate ring arranged on the outside of the steel casing 1. The purpose is to isolate the vertical gap water leakage of the casing side wall. The steel casing 1 is installed on the wall of the precipitation well through the waterstop ring 6 to form a precipitation well within the scope of the overall raft foundation.
[0025] In a specific embodiment, as shown in the attached Figure 3 As shown, the number of the inner supports 2 is set to four, and they are evenly distributed on the inner wall of the steel casing 1 .
[0026] Specifically, in the above structure, four internal supports 2 are welded at the elevation of the future sealing position of the steel casing 1. The internal supports 2 are four 25mm short steel bars welded around the inner wall of the steel casing 1. The purpose is to support the legs 4 of the steel cover 3 during the construction process, and to support the steel cover 3 when sealing the well.
[0027] In a specific embodiment, as shown in the attached Figure 1 , 2 As shown in Figures 5 and 6, a steel ring handle 7 is welded on the top of the steel cover plate 3, and the steel ring handle 7 is an arc-shaped structure.
[0028] Specifically, in the above structure, a steel ring handle 7 is welded on the top of the steel cover plate 3 , the purpose of which is to facilitate construction workers to take the steel cover plate 3 or to adjust the position of the steel cover plate 3 .
[0029] In a specific embodiment, as shown in the attached Figure 4 ,5 As shown, the number of legs 4 is set to four, and they are equidistantly welded at the four corners of the bottom of the steel cover plate 3, and the two ends of the reinforcing support 5 are respectively welded to the corresponding legs 4, and the number of reinforcing supports 5 is set to two, and they are cross-arranged respectively.
[0030] Specifically, in the above structure, the steel cover plate 3 is used to seal the top of the steel casing 1 after backfilling is completed in the conventional well sealing method, and is welded to the steel casing 1 on all sides to stop water. In this structure, it also plays a role in preventing debris from falling into the well during construction. The legs 4 at the bottom of the steel cover plate 3 are 20mm steel bars welded to the four corners of the steel cover plate 3, which play a role in erecting the steel cover plate 3 during construction, so that there is a 10cm gap between the top of the steel casing 1 and the steel cover plate 3 to ensure that the water pump pipe 8 can pass through it. The reinforced support 5 is two 18mm steel bars horizontally connected at the lower part of the cover plate legs 4 to ensure the rigidity and stability of the four legs 4.
[0031] In a specific embodiment, as shown in the attached Figure 1 , 6 As shown, a water pump pipe 8 connected to a water pump is extended from the inside of the steel casing 1 , and one end of the water pump pipe 8 extends to the inside of the steel casing 1 through the gap between the two legs 4 at the bottom of the steel cover plate 3 .
[0032] Specifically, in the above structure, the water pump pipe 8 connected to the water pump can extend to the inside of the steel casing 1 to ensure the normal progress of the precipitation process.
[0033] Working principle of this utility model:
[0034] The steel casing 1 in this structure is a connecting casing of the sandless concrete pipe at the raft position, and is an outer casing for sealing the well. Its height is determined according to the thickness of the foundation raft. The water stop ring 6 is a 60*6mm water stop steel plate ring set on the outside of the steel casing 1. The purpose is to isolate the vertical gap water leakage of the casing side wall. The steel cover plate 3 is used to seal the top of the steel casing 1 after the backfill is completed in the conventional well sealing method, and is welded to the steel casing 1 around it to stop water. In this structure, it also prevents debris from falling into the well during the construction process. The leg 4 is 20m m steel bars are welded to the four corners of the steel cover plate 3, which play the role of erecting the steel cover plate 3 during the construction process, so that there is a 10cm gap between the top of the steel casing 1 and the steel cover plate 3, and the water pump pipe 8 can pass through it. The reinforced support 5 is to connect two 18mm steel bars horizontally at the bottom of the cover plate legs 4 to ensure the rigidity and stability of the four legs 4. The inner support 2 is to weld four 25mm short steel bars around the inner wall of the steel casing 1, the purpose of which is to support the cover plate legs 4 during the construction process and support the steel cover plate 3 when sealing the well;
[0035] During the construction stage, the four legs 4 at the bottom of the steel cover plate 3 correspond to the inner support 2 positions of the inner wall of the steel casing 1, and the steel cover plate 3 is placed to ensure that there is a 10 cm gap between the top of the steel casing 1 and the steel cover plate 3. The water pump pipe 8 can extend out of the precipitation well in this gap and the interval position of the legs 4 to complete the precipitation work. At the same time, this structure can effectively prevent soil particles, stones, construction waste and other debris from falling into the precipitation well during construction, affecting the work of the precipitation well;
[0036] After the construction is completed, when sealing the precipitation well, remove the steel cover 3, pull out the water pump and water pump pipe 8, and after the lower part of the precipitation well is filled, immediately insert the steel cover 3 into the precipitation well. At this time, rotate the steel cover 3 so that the legs 4 at the bottom of the steel cover 3 and the inner support 2 are misaligned with each other, and insert the legs 4 at the bottom of the steel cover 3 into the filling material. The bottom of the steel cover 3 falls on the inner support 2, and the outer edge of the steel cover 3 is welded to the inner wall of the steel casing 1 to form a whole, completing the sealing work.
[0037] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A multifunctional drainage well cover, comprising a steel casing (1) installed on the inner wall of a drainage well, characterized in that: A plurality of inner supports (2) are fixed to the inner wall of the steel casing (1), a steel cover plate (3) is arranged on the top of the steel casing (1), a plurality of supporting legs (4) are arranged on the bottom of the steel cover plate (3), and reinforcing supports (5) are arranged between the plurality of supporting legs (4).
2. The multifunctional drainage well cover according to claim 1 is characterized in that: A water stop ring (6) is fixedly mounted at the central portion of the outer wall of the steel casing (1), and the water stop ring (6) is embedded in the wall of the precipitation well. The steel casing (1) is installed in the interior of the precipitation well via the water stop ring (6).
3. The multifunctional drainage well cover according to claim 1 is characterized in that: The number of the inner supports (2) is set to four, and they are equidistantly distributed on the inner wall of the steel casing (1).
4. The multifunctional drainage well cover according to claim 1 is characterized in that: A steel ring handle (7) is welded to the top of the steel cover plate (3), and the steel ring handle (7) is an arc-shaped structure.
5. The multifunctional drainage well cover according to claim 1 is characterized in that: The number of the supporting legs (4) is set to four, and they are respectively welded at four corners of the bottom of the steel cover plate (3) at equal distances. The two ends of the reinforcing support (5) are respectively welded to the corresponding supporting legs (4). The number of the reinforcing supports (5) is set to two, and they are respectively cross-arranged.
6. The multifunctional drainage manhole cover according to claim 1 is characterized in that: A water pump pipe (8) connected to a water pump also extends from the interior of the steel casing (1), and one end of the water pump pipe (8) extends into the interior of the steel casing (1) through a gap between two legs (4) at the bottom of the steel cover plate (3).