Dewatering anti-floating pressure relief device and construction structure

Abstract

The utility model discloses a rainfall anti-floating pressure relief device and a construction structure. The pressure relief device comprises a water filtering pipe, a water filtering plate is arranged at the water inlet end of the water filtering pipe, a water filtering particle filling layer is arranged in the water filtering pipe, the water outlet end of the water filtering pipe is connected with a first conversion connector, the first conversion connector is connected with a pressure relief pipe, the pressure relief pipe is connected with a second conversion connector, and the second conversion connector is connected with a pressure relief valve. According to the construction structure, the pressure relief device is applied to a wall, a dewatering well of a raft or a dewatering groove of the raft. The device has the beneficial effects that it is guaranteed that silt and the like are retained outside the device through multi-layer water filtering and prevented from entering the device to block a pipeline, and the precipitation process can be regulated and controlled in cooperation with a pressure relief valve; all the components of the device are connected through bolts, and the device can be flexibly assembled or replaced.

Description

Technical Field

[0001] This application belongs to the field of construction dewatering technology, specifically relating to a dewatering anti-buoyancy pressure relief device and construction structure. Background Technology

[0002] Underground engineering projects are frequently threatened by groundwater buoyancy during construction and use. Dynamic changes in groundwater levels can easily cause structural uplift, foundation cracking, and beam-column joint damage, seriously affecting the safety and durability of buildings. Especially in highly permeable silty and sandy soil strata, uncalculated anti-buoyancy designs or inappropriate water level values ​​can lead to major accidents. Therefore, scientifically assessing buoyancy loads and implementing dewatering and anti-buoyancy measures are necessary prerequisites for ensuring the stability of underground engineering projects.

[0003] During current construction, necessary measures for dewatering are required. However, different dewatering devices need to be designed specifically for different locations or structural forms. Furthermore, existing dewatering devices have poor water filtration effects, which can easily cause pipe blockage and affect the dewatering effect. In other words, existing dewatering devices lack flexibility, cannot be adjusted according to construction needs, and the quality of dewatering cannot be guaranteed. Utility Model Content

[0004] The purpose of this application is to provide a pressure relief device and construction structure for anti-buoyancy precipitation, which solves the problems of poor flexibility and poor precipitation effect of existing precipitation devices.

[0005] The objective of this application is achieved through the following technical solution:

[0006] A pressure relief device for preventing buoyancy during precipitation includes a filter pipe, a filter plate at the inlet end of the filter pipe, a filter particle filling layer inside the filter pipe, an outlet end of the filter pipe connected to a first conversion joint, a pressure relief pipe connected to a second conversion joint, and a pressure relief valve connected to a pressure relief valve.

[0007] Furthermore, both the water filter pipe and the pressure relief pipe are galvanized pipes.

[0008] Furthermore, the filter plate is a PVC water grate.

[0009] Furthermore, the inner side of the filter plate is provided with a retaining ring, which is inserted into and locked onto the water inlet end of the filter pipe.

[0010] Furthermore, the filter particle filling layer is a pebble filling layer.

[0011] Furthermore, the filter pipe is connected to the first conversion joint, the first conversion joint to the pressure relief pipe, the pressure relief pipe to the second conversion joint, and the second conversion joint to the pressure relief valve by threaded connections.

[0012] Furthermore, the pressure relief valve is a faucet.

[0013] A construction structure for preventing buoyancy during rainfall includes a wall and the aforementioned pressure relief device for preventing buoyancy during rainfall. The pressure relief device is located inside the wall, the inlet end of the filter pipe extends to the outside of the wall, and the pressure relief valve extends to the inside of the wall.

[0014] Furthermore, the pressure relief pipe is equipped with a water-stop ring located inside the wall.

[0015] A construction structure for preventing buoyancy during dewatering includes a dewatering well, a raft, and a collection well. The dewatering well is located at the bottom of the raft. The structure also includes the aforementioned pressure relief device for preventing buoyancy during dewatering. The pressure relief device is located inside the raft. The wellhead of the dewatering well is equipped with a well cap. The inlet end of the filter pipe extends through the well cap into the dewatering well. The pressure relief valve extends into the collection well.

[0016] Furthermore, several dewatering wells are arranged, and the pressure relief pipes of several dewatering wells converge into a collection well.

[0017] A construction structure for preventing buoyancy during precipitation includes a precipitation trough, a raft, and a collection well. The precipitation trough is located at the bottom of the raft and also includes the aforementioned pressure relief device for preventing buoyancy during precipitation. The pressure relief device is located inside the raft. The opening of the precipitation trough is provided with a cover plate. The inlet end of the filter pipe extends through the cover plate into the precipitation well, and the pressure relief valve extends into the collection well.

[0018] Furthermore, several rainwater troughs are arranged, and the pressure relief pipes of the several rainwater troughs converge into the water collection well.

[0019] The beneficial effects of this application are:

[0020] (1) Through multi-layer filtration, mud and sand are kept outside the device to prevent them from entering the device and clogging the pipeline, thus ensuring a stable and continuous precipitation effect. In addition, the pressure relief valve can be used to regulate the precipitation process and flexibly switch between pressure relief and water release or valve closure and water storage to meet the needs of different construction periods.

[0021] (2) The components of the device are connected by bolts, which allows for flexible assembly or replacement of the device. This enables the adjustment of the component specifications and dimensions according to different layouts, meeting diverse construction scenarios and improving the applicability of the device.

[0022] The aforementioned main solution and its various further alternatives can be freely combined to form multiple solutions, all of which are solutions that can be adopted and are claimed in this application; furthermore, the (non-conflicting alternatives) can also be freely combined with each other and with other alternatives. Those skilled in the art, after understanding this solution, will realize from the prior art and common general knowledge that there are many combinations, all of which are technical solutions to be protected in this application, and will not be exhaustively listed here. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the structure of Embodiment 1 of this application.

[0024] Figure 2 This is a schematic diagram of the structure of Embodiment 2 of this application.

[0025] Figure 3 This is a schematic diagram of the structure of Embodiment 3 of this application.

[0026] Figure 4 This is a schematic diagram of the pipeline convergence in Embodiments 2 and 3 of this application.

[0027] In the diagram: 1-Filter pipe, 2-Filter plate, 3-Filter particle filling layer, 4-First conversion joint, 5-Pressure relief pipe, 6-Second conversion joint, 7-Pressure relief valve, 8-Wall, 9-Dewatering well, 10-Well cap, 11-Raft plate, 12-Collection well, 13-Dewatering trough, 14-Cover plate, 15-Water-stop ring, 16-Foundation. Detailed Implementation

[0028] The present application will be further described below with reference to specific embodiments and accompanying drawings.

[0029] Example 0

[0030] refer to Figures 1-4 As shown, a pressure relief device for preventing buoyancy during precipitation includes a filter pipe 1, a filter plate 2, a filter particle filling layer 3, a first conversion joint 4, a pressure relief pipe 5, a second conversion joint 6, and a pressure relief valve 7.

[0031] The filter pipe 1 is used to house the filter material so that the groundwater can be filtered and discharged later. The inlet end of the filter pipe 1 is equipped with a filter plate 2, which is a plate-shaped structure with filter holes. The groundwater is initially filtered through the filter plate 2 to block large stones, soil and other debris.

[0032] The filter pipe 1 is equipped with a filter particle filling layer 3, which is a layered structure formed by the accumulation of filter particles. It forms infiltration gaps within the layer, allowing for secondary infiltration of groundwater and blocking small volumes of silt and other particles. This double-layer filtration effectively filters groundwater and prevents blockage of the internal pipes.

[0033] The outlet end of the filter pipe 1 is connected to the first conversion joint 4, which is connected to the pressure relief pipe 5. The first conversion joint 4 is used for transition between large and small pipe diameters, so as to transition the large-diameter filter pipe 1 to the small-diameter pressure relief pipe 5. The pressure relief pipe 5 is used for drainage, so as to drain the groundwater at the filter pipe 1 to other locations.

[0034] The pressure relief pipe 5 is connected to the second conversion joint 6, which in turn is connected to the pressure relief valve 7. The second conversion joint 6 is used for transitional connection between the pipe and the valve, allowing the pipeline to transition to the valve. The pressure relief valve 7 controls whether the entire device is connected or not, thereby regulating the pressure relief and drainage status.

[0035] The filter pipe 1 is a DN100 galvanized pipe, the first conversion joint 4 is a DN100*25 conversion joint, the pressure relief pipe 5 is a DN25 galvanized pipe, and the second conversion joint 6 is a DN25*15 conversion joint.

[0036] The filter plate 2 is a PVC water grate. The inner side of the filter plate 2 is provided with an integrated insert ring. The insert ring is inserted and locked into the water inlet end of the filter pipe 1, so that the filter plate 2 can be installed in the filter pipe 1. Due to the blocking effect of the filter plate 2, the filter particle filling layer 3 is also blocked in the filter pipe 1.

[0037] The filter granule filling layer 3 is a pebble filling layer, which is low in cost and easy to obtain. It can effectively filter muddy water, allowing clear water to pass through while mud and sand are retained in the tortuous and narrow channels.

[0038] The filter pipe 1 is connected to the first conversion joint 4, the first conversion joint 4 to the pressure relief pipe 5, the pressure relief pipe 5 to the second conversion joint 6, and the second conversion joint 6 to the pressure relief valve 7 by threaded connections. Bolt connections allow for detachable connections between components, enabling the adjustment and replacement of component specifications according to different site conditions, making the device flexible and adaptable to various operating scenarios. For example, the length and shape of the pressure relief pipe 5 can be adjusted.

[0039] The pressure relief valve 7 is a faucet, which is low in cost and easy to purchase. Operators can turn the faucet to release or turn off the water, making it quick and flexible to operate.

[0040] Example 1

[0041] refer to Figure 1 As shown, a construction structure for preventing buoyancy during precipitation includes a wall 8 and a pressure relief device for preventing buoyancy during precipitation as described in Example 1. The pressure relief device is located inside the wall 8 and is applied to the exterior wall of the basement. It is installed 50cm from the top of the raft slab and is tied (welded) together with the reinforcing steel bars and poured together with the main structure.

[0042] The inlet end of the filter pipe 1 extends to the outside of the wall 8, protruding 70cm-100cm beyond the outer side of the wall, to release the groundwater outside the wall 8. The pressure relief valve 7 extends to the inside of the wall 8, that is, the groundwater on the outside is released to the inside, realizing the anti-buoyancy of the rainwater on the outside of the basement.

[0043] The pressure relief pipe 5 is a straight pipe, and a water-stop ring 15 is provided on the pressure relief pipe 5. The water-stop ring 15 is used to block water in the direction of the pressure relief pipe 5 to prevent water from seeping along the pipe direction.

[0044] Example 2

[0045] refer to Figure 2 and Figure 4 As shown, a construction structure for preventing buoyancy during precipitation includes a precipitation well 9, a raft 11, and a collection well 12. The precipitation well 9 is located at the bottom of the raft 11. The structure also includes a pressure relief device for preventing buoyancy during precipitation as described in Example 1. The pressure relief device is located inside the raft 11 and installed at the bottom of the raft 11. The raft 11 is located on the foundation 16.

[0046] The dewatering well 9 extends into the raft slab 11, meaning the wellhead of the dewatering well 9 is higher than the bottom surface of the raft slab 11. A well cap 10 is installed at the wellhead of the dewatering well 9 to cover and seal the wellhead. The pressure relief device is fixed to the well cap 10 for stable installation. The pressure relief pipe 5 uses a bent pipe to ensure vertical and then horizontal connectivity.

[0047] The inlet end of the filter pipe 1 extends through the well cap 10 into the dewatering well 9, and the pressure relief valve 7 extends into the collection well 12. Several dewatering wells 9 are arranged, and the pressure relief pipes 5 of several dewatering wells 9 converge into the collection well 12, thereby filtering the groundwater in several dewatering wells 9 and then storing it together in a collection well 12 for discharge.

[0048] Example 3

[0049] refer to Figure 3 and Figure 4 As shown, a construction structure for preventing buoyancy during precipitation includes a precipitation trough 13, a raft 11, and a collection well 12. The precipitation trough 13 is located at the bottom of the raft 11. It also includes a pressure relief device for preventing buoyancy during precipitation as described in Example 1. The pressure relief device is located inside the raft 11 and installed at the bottom of the raft 11. The raft 11 is located on the foundation 16.

[0050] The opening of the rain trough 13 is flush with the bottom surface of the raft 11. A cover plate 14 is provided at the opening of the rain trough 13 to block and seal the opening. The pressure relief device is fixed to the cover plate 14 for stable installation. The pressure relief pipe 5 is a bent pipe to ensure vertical and then horizontal connectivity.

[0051] The inlet end of the filter pipe 1 extends through the cover plate 14 into the dewatering well 9, and the pressure relief valve 7 extends into the collection well 12. Several dewatering troughs 13 are arranged, and the pressure relief pipes 5 of several dewatering troughs 13 converge into the collection well 12, thereby filtering the groundwater in several dewatering troughs 13 and then storing it together in a collection well 12 for discharge.

[0052] The foregoing basic examples and their further alternative examples can be freely combined to form multiple embodiments, all of which are embodiments that can be adopted and claimed in this application. In the scheme of this application, each alternative example can be arbitrarily combined with any other basic example and alternative example.

[0053] The above description is merely a preferred embodiment of this application and is not intended to limit this application. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this application should be included within the protection scope of this application.

Claims

1. A pressure relief device for preventing buoyancy during precipitation, comprising a filter pipe (1), characterized in that: The water inlet of the filter pipe (1) is provided with a filter plate (2), the filter pipe (1) is provided with a filter particle filling layer (3), the water outlet of the filter pipe (1) is connected to the first conversion joint (4), the first conversion joint (4) is connected to the pressure relief pipe (5), the pressure relief pipe (5) is connected to the second conversion joint (6), and the second conversion joint (6) is connected to the pressure relief valve (7).

2. The pressure relief device for preventing buoyancy during precipitation according to claim 1, characterized in that: The filter pipe (1) and the pressure relief pipe (5) are both galvanized pipes.

3. The pressure relief device for preventing buoyancy during precipitation according to claim 1 or 2, characterized in that: The filter plate (2) is a PVC water grate; the inner side of the filter plate (2) is provided with a plug ring, which is inserted and locked into the water inlet end of the filter pipe (1).

4. The pressure relief device for preventing buoyancy during precipitation according to claim 1, characterized in that: The filter particle filling layer (3) is a pebble filling layer; the pressure relief valve (7) is a faucet.

5. The pressure relief device for preventing buoyancy during precipitation according to claim 1, characterized in that: The filter pipe (1) and the first conversion joint (4), the first conversion joint (4) and the pressure relief pipe (5), the pressure relief pipe (5) and the second conversion joint (6), and the second conversion joint (6) and the pressure relief valve (7) are all connected by threads.

6. A construction structure for preventing buoyancy during precipitation, comprising a wall (8), characterized in that: It also includes a pressure relief device for anti-buoyancy during precipitation as described in any one of claims 1 to 5, wherein the pressure relief device is located inside the wall (8), the inlet end of the filter pipe (1) extends to the outside of the wall (8), and the pressure relief valve (7) extends to the inside of the wall (8).

7. The construction structure for preventing buoyancy during precipitation according to claim 6, characterized in that: The pressure relief pipe (5) is provided with a water-stop ring (15) located inside the wall (8).

8. A construction structure for preventing buoyancy during dewatering, comprising a dewatering well (9), a raft (11), and a collection well (12), wherein the dewatering well (9) is located at the bottom of the raft (11), characterized in that: It also includes a pressure relief device for anti-buoyancy of precipitation as described in any one of claims 1 to 5, the pressure relief device being located inside the raft plate (11), the wellhead of the precipitation well (9) being provided with a well cap (10), the inlet end of the filter pipe (1) passing through the well cap (10) and extending into the precipitation well (9), and the pressure relief valve (7) extending into the collection well (12).

9. A construction structure for preventing buoyancy during precipitation, comprising a precipitation trough (13), a raft (11), and a collection well (12), wherein the precipitation trough (13) is located at the bottom of the raft (11), characterized in that: It also includes a pressure relief device for anti-buoyancy of precipitation as described in any one of claims 1 to 5, the pressure relief device being located inside the raft (11), the opening of the precipitation trough (13) being provided with a cover plate (14), the inlet end of the filter pipe (1) passing through the cover plate (14) and extending into the precipitation well (9), and the pressure relief valve (7) extending into the collection well (12).

10. The construction structure for rainwater anti-buoyancy according to claim 9, characterized in that: Several rainwater troughs (13) are arranged, and the pressure relief pipes (5) of several rainwater troughs (13) converge into the water collection well (12).

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