CN214530729U

CN214530729U - Underground pressure drainage system

Info

Publication number: CN214530729U
Application number: CN202120339111.0U
Authority: CN
Inventors: 顾翔
Original assignee: Guangzhou Yumin Construction Engineering Co ltd
Current assignee: Guangzhou Yumin Construction Engineering Co ltd
Priority date: 2021-02-04
Filing date: 2021-02-04
Publication date: 2021-10-29
Anticipated expiration: 2031-02-04

Abstract

The utility model relates to an underground pressure drainage field specifically is an underground pressure drainage system, include: the submersible sewage pump is arranged at the bottom of the deep foundation pit and comprises a water pumping port and a water drainage port; the drainage pipeline is connected with the drainage port and comprises a vertical extraction section for connecting the drainage port to the ground surface and a transverse drainage section outside the ground surface; the filtering net cover is arranged on the water pumping port; the anti-blocking check valve is arranged in the vertical extraction section; an opening is formed in the side wall of the anti-blocking check valve, and a cleaning opening which is easy to open is formed in the opening; and the controller is connected with the submersible sewage pump, the contact switch and the anti-blocking check valve. The submersible sewage pump is protected by transferring the position where the silt is accumulated and separating large sundries, the silt is separated to reduce the accumulation of the silt in a sewage pipeline, the blockage of the anti-blocking check valve which is mainly blocked can be quickly removed by arranging the cleaning opening, and the formation of blockage is reduced and the maintenance is convenient.

Description

Underground pressure drainage system

Technical Field

The invention relates to the field of underground pressure drainage, in particular to an underground pressure drainage system.

Background

The deep foundation pit is a temporary structure in the building construction process, and has higher risk due to smaller safety reserve. In the process of excavating the deep foundation pit, drainage and irrigation prevention are very important safety guarantee measures in underground construction and are a ring penetrating through the whole operation process of the deep foundation pit. Deep foundation pits continue to be affected by various types of water, most commonly by infiltration of underground aquifers and rain, and these various forms of water level elevation problems in deep foundation pits are difficult to control from a root cause. Under the influence of different geological hydrological and climatic conditions, drainage operation is mainly carried out in an intermittent operation mode, long-term personnel on duty is not in line with the construction efficiency, drainage of a deep foundation pit is usually carried out by depending on equipment and automatic detection, and the safety of a drainage system directly influences the construction safety, so that the drainage system becomes very important.

A large amount of loose soil bodies can be generated in the underground operation construction process, and the soil bodies can be mixed with water in the deep foundation pit, so that the water in the deep foundation pit contains a large amount of silt. This water containing a large amount of silt is one of the main causes of the easy clogging of the underground pressure drainage system. Although the mixed silt can reduce the fluidity of the mixed water and increase the pressure required by extraction, the drainage system is not easy to block because the silt and the water are in a more uniform mixed state in the continuous extraction process. Once the pumping is stopped, a large amount of silt in the pipeline can be accumulated in the sewage pump along with the backflow of water under the action of gravity, so that the sewage pump is blocked.

The silt in the mixed water is relatively heavy and generally sinks at the bottom, so that the more the total water quantity is in the water pumping process, the less the silt contained in the pumped mixed water is. As the total water volume decreases, particularly near the bottom, the higher the silt content of the water, and the return flow tends to come from the time the total water volume is at a minimum during the extraction process, which undoubtedly exacerbates the clogging of the dredge pump. And the deeper and longer pipelines with height difference change have more obvious improvement on the sediment content. Because the horizontal pipe only stays in the pipe after flowing back for a certain distance, and the sediment can fall to the lowest position under the action of gravity when the pipe with the height difference changes, such as the weight of the pipe which is inclined upwards or vertically upwards. If the mixed water contains 20% of silt, a pipe with the length of 5m can deposit silt with the length of nearly 1m above the sewage pump; and the 15m pipe with 10% of silt deposits nearly 1.5m of silt above the sewage pump. On one hand, the accumulation of a large amount of silt exceeds the load of the sewage pump, so that the sewage pump cannot drive water to flush silt; on the other hand, silt is accumulated in the sewage pump to form blocks, so that the pressure of the sewage pump cannot be normally and effectively transferred, and blockage is caused.

In the prior art, the influence of silt on a drainage system is prevented by filtering, but the particle difference of the silt is large, and if the filtering aperture is too large, a lot of fine silt still flows back and is blocked after entering a sewage pump; and the pore size is too small, the filtering equipment is easy to block and needs to be replaced frequently. This results in high costs for filtration and does not meet the requirements of the actual project. However, once the blockage occurs, the sewage pump is required to be separated from the pipe body, and the sewage pump may be required to be disassembled to remove the blockage, so that the maintenance time is long, the drainage efficiency is greatly influenced, and the safety in the deep foundation pit is reduced. Although the high-power sewage pump and the plurality of sewage pump wheels can be adopted for replacing, the system is complicated, the cost is greatly increased, and the problem cannot be effectively solved.

Disclosure of Invention

The invention aims to overcome at least one defect (deficiency) of the prior art and provides an underground pressure drainage system which is used for solving the problems of blockage of a sewage pump, long maintenance and blockage removal time and low efficiency caused by concentrated backflow of silt in unmanned intermittent drainage operation of a deep foundation pit.

The invention adopts the technical scheme that an underground pressure drainage system comprises: the submersible sewage pump is arranged at the bottom of the deep foundation pit and comprises a water pumping port and a water drainage port; the drainage pipeline is connected with the drainage port, comprises a vertical extraction section with height change and a transverse drainage section outside the ground surface, and is used for discharging the water containing silt in the deep foundation pit to the ground surface; the filtering net cover is arranged on the water pumping port and is used for filtering large sundries; the main body of the anti-blocking check valve is a straight check valve and is arranged in the vertical extraction section; an opening is formed in the side wall of the anti-blocking check valve, and a cleaning opening which is easy to open is formed in the opening; the anti-blocking check valve is used for separating the vertical pumping section to prevent the sediment in the drainage pipeline from being concentrated and accumulated at the drainage outlet when the pump is stopped; and the controller, the submersible sewage pump, the contact switch and the anti-blocking check valve are used for monitoring and controlling the underground pressure drainage system.

In the underground pressure drainage process, massive silt or sundries can be filtered through the filter screen cover, the filter screen cover is large, the filter screen cover is not easy to block, and fine silt is mixed in water to enter a drainage pipeline and is discharged along with the drainage process. By arranging the anti-blocking check valve, the silt which originally flows back into the submersible sewage pump is blocked, the influence of most of the backflow silt is reduced, and the submersible sewage pump is fully protected; meanwhile, the anti-blocking check valve separates the sewage pipeline, so that all silt is prevented from being concentrated, the backflow silt is relatively uniformly distributed in different pipe sections separated by the anti-blocking check valve, and the pressure to be born in the sewage pipeline is dispersed; and then set up the scavenge port on the main part that blocks silt prevents stifled check valve, make prevent stifled check valve can clear up stifled blowdown fast on the basis that need not to demolish, and the blowdown process can not cause and prevent stifled check valve inefficacy, and silt flows back to in the submersible sewage pump.

Position and separation major possession debris through shifting silt and gathering protect submersible sewage pump, through separating the gathering in silt reduction sewage pipes, reduced the jam that silt concentrated backward flow leads to, make mainly taking place the stifled check valve that prevents that blocks up through setting up the scavenge port and can arrange stifled fast, from reducing the formation that blocks up and conveniently maintaining two angles, solve among the unmanned intermittent type drainage operation of deep basal pit, silt concentrated backward flow leads to dredge pump jam, maintain and arrange the problem that stifled time is long and inefficiency.

This technical scheme is, prevent stifled check valve includes: an upper mounting opening and a lower mounting opening which are detachably connected with the vertical extraction section are formed; a self-reset blocking piece for blocking the backflow of silt is arranged between the upper mounting port and the lower mounting port; the self-resetting blocking piece comprises an elastic supporting piece and a blocking flap, one end of the elastic supporting piece is connected with the upper mounting opening, the blocking flap is connected with the other end of the elastic supporting piece, and the blocking flap is used for closing the lower mounting opening so that backflow silt cannot enter a drainage pipeline connected with the lower mounting opening; the centers of the upper mounting opening, the lower mounting opening and the elastic supporting piece are positioned on the same axis.

The anti-blocking check valve has a check structure independent of the cleaning port by this structure, for preventing the back flow of the silt into the pipe connected to the lower mounting port. No matter the opening of the cleanout opening of the anti-blocking check valve or the blockage removing process after the cleanout opening is opened, on the basis that the anti-blocking check valve is not required to be detached from the drainage pipeline, blocked silt can not enter the lower mounting opening all the time, and the protection of the anti-blocking check valve on the submersible sewage pump is ensured.

According to the technical scheme, the upper mounting opening is provided with a fixed arm which fixes one end of the elastic supporting piece far away from the blocking flap at the center of the upper mounting opening; one end of the fixed arm is connected with the elastic supporting piece, and the other end of the fixed arm is connected with the edge of the upper mounting opening; the elastic support member includes: one end of the sliding shaft is connected with the blocking flap; the limiting sleeve is movably connected with one end of the sliding shaft, which is far away from the blocking flap, is connected with the fixed arm and is used for limiting the rising height of the blocking flap so that the flow of the anti-blocking check valve is maximum when the blocking flap is positioned at the highest point; the elastic piece is positioned between the limiting sleeve and the blocking flap, one end of the elastic piece is connected with the limiting sleeve, and the other end of the elastic piece is connected with the blocking flap, so that the blocking flap is continuously pushed to move towards the lower mounting opening; and the contact switch is arranged at the lower end of the limiting sleeve, and is triggered when the stop valve rises to contact the limiting sleeve.

Adopt the fixed arm to fix elastic support piece, be in order to reduce the sheltering from of installing the mouth on, guarantee to prevent stifled check valve's flow. The sliding shaft can limit the up-and-down movement track of the blocking flap, so that the blocking flap accurately covers the lower mounting opening. The safety of the underground pressure drainage system is based largely on monitoring for blockages. The anti-blocking check valve is a ring which bears the influence of most silt and is most easily blocked in the pressure drainage system; and secondly, the rising of the blocking flap not only reflects whether the drainage pipeline is unobstructed, but also reflects whether the pressure entering the anti-blocking check valve is enough, so that whether the submersible sewage pump is normal or not and whether the anti-blocking check valve has a fault or not are reflected, and the state of the pressure drainage system is comprehensively reflected.

The technical scheme is that the elastic part is of a hollow structure, and the sliding shaft is positioned in the elastic part; the elastic supporting piece also comprises a telescopic sleeve, one end of the telescopic sleeve is connected with the limiting sleeve, the other end of the telescopic sleeve is connected with the blocking flap, and at least the elastic piece and the contact switch are prevented from contacting water entering the anti-blocking check valve; the contact switch is connected with the controller through the connecting channel and sends a signal for preventing the valve from rising.

The elastic piece with the hollow structure avoids the blocking of the sliding shaft when the blocking flap moves; the telescopic sleeve is arranged to protect the elastic part and the contact switch from being influenced by silt and water, so that the requirements on the elastic part and the contact switch are reduced, a good environment is created, and the service lives of the elastic part and the contact switch are prolonged. And the contact switch can be connected with the controller in a wired mode by the arrangement of the connecting channel, so that the safety and stability of the signal transmission process are improved.

This technical scheme is, the installing port includes down: the plugging port is matched with the blocking flap to prevent silt from flowing back to a drainage pipeline connected with the lower mounting port; the connecting port is arranged below the plugging port and is used for connecting with a drainage pipeline; the drainage cavity is arranged between the plugging port and the connecting port; in the anti-blocking check valve, the sections of the two ends close to the upper mounting port and the blocking port are small, and the section close to the middle of the upper mounting port and the blocking port is large; the stop collar can limit the stop flap at the maximum position of the middle section of the anti-blocking check valve.

When the blocking flap rises to the highest point, the flow of the anti-blocking check valve cannot be reduced due to the blocking flap, the overall flow of the anti-blocking check valve is ensured, the height can be gradually adjusted under the action of pressure, and the response speed of the blocking flap is accelerated.

According to the technical scheme, a flushing port is further formed in the anti-blocking check valve; when the anti-blocking check valve is blocked, the liquid guide cavity guides water which cannot enter the anti-blocking check valve to enter the anti-blocking check valve through the flushing port for flushing and removing the blockage.

Aiming at the main reasons of blockage of the anti-blocking check valve: elastic support element is blocked tight unable deformation and/or the overweight result in blockking that the lamella can't rise of silt, and the guide is blockked water and is passed through other passageways and get into in preventing stifled check valve, makes silt disturbed by water, reaches the mixed state of extraction in-process silt and water, resumes its mobility, eliminates elastic support element's chucking, reduces the overstock and is blockking the silt on the lamella. Thereby eliminating the blockage problem of the anti-blocking check valve.

The technical scheme is that the flushing port is communicated with the liquid guide cavity through a bypass pipe; the bypass pipe penetrates through the flushing port and extends into the anti-blocking check valve to form an extension nozzle, and the extension nozzle is opposite to the elastic supporting piece; the bypass pipe and the anti-blocking check valve form movable connection.

The epitaxial nozzle of the by-pass pipe further strengthens the concentration of water pressure so as to quickly and accurately clean the elastic supporting piece, the blocking flap is enabled to recover to rise, the automatic blockage removing efficiency is improved, and the by-pass pipe is easier to detect and can be quickly maintained and replaced due to the flexible connection design.

The technical scheme is that the bypass pipe is provided with a first control valve for controlling the communication between the liquid guide cavity and the flushing port; the cleaning port is provided with a second control valve for controlling the opening and closing of the cleaning port; the first control valve and the second control valve are connected with a controller; the controller controls the first control valve and/or the second control valve to open through signals of the contact switch so as to remove blockage of the anti-blocking check valve.

Through the control of controller to first control valve and second control valve, realized preventing stifled check valve's automatic row stifled function, prevent stifled check valve need not artifical mediation when blockking up, can long-range realization prevent stifled check valve arrange stifled through controller control.

This technical scheme is, be equipped with the non return spare of elastic control in the bypass pipe, the non return spare includes: the mounting part is positioned at one end of the check piece and arranged on the bypass pipe; the communicating part is a hollow pipe body, one end of the communicating part is communicated with the mounting part, and a water outlet used for being communicated with the outside is arranged; the elastic sleeve wraps the communication part and seals the water outlet by utilizing the elastic contraction of the elastic sleeve; the separation blocking part is used for blocking one end of the communicating part, which is far away from the mounting part, and is combined with the mounting part to form fixation of the position of the elastic sleeve; the water pressure entering the communicating part is larger than the elastic contraction force of the elastic sleeve, the elastic sleeve for plugging the water outlet is expanded, and the water enters the bypass pipe through the check piece. The extension nozzle is provided with a movable shielding cover, the upper part of the shielding cover is movably connected with the upper part of the extension nozzle, and the shielding cover shields the extension nozzle through the action of gravity to form unidirectional opening.

The other concept of the bypass pipe utilizes the special structure of the check piece, so that the bypass pipe can be automatically opened and closed under the condition of not needing a controller and a control valve, the dependence of blockage removal on a control system is simplified, and the anti-blocking check valve has a self-cleaning function.

The technical scheme is that flanges are arranged on an upper mounting port and a connecting port of the anti-blocking check valve; the anti-blocking check valve is suitable for a sewage pipeline with the pipe diameter of 40mm to 500 mm.

The flange is beneficial to saving space, reducing weight and having good sealing performance. The pipe diameter is between 40mm to 500mm, prevents that stifled check valve undersize increases the emergence of jam easily. The height of the anti-blocking check valve is limited, so that the anti-blocking check valve is convenient to detect and maintain, the distance between the anti-blocking check valve and the water outlet is further limited, the drainage pipeline is favorably and uniformly separated, and the concentrated accumulation of silt is reduced. The distance between the anti-blocking check valve and the water outlet is smaller than 1/2 of the length of the vertical extraction section, the height difference between the anti-blocking check valve and the water outlet is preferably smaller than 3m, and the anti-blocking check valve can be used according to the actual conditions on site as follows: the pump power, the pipe diameter, the sediment content of the water body and the like are flexibly adjusted.

Compared with the prior art, the submersible sewage pump is protected by transferring the position of sediment accumulation and blocking large sundries; the accumulation in the sewage discharge pipeline is reduced by separating the silt, so that the blockage caused by concentrated backflow of the silt is reduced; the anti-blocking check valve which is mainly blocked can quickly remove the blockage through arranging the cleaning port; the anti-blocking check valve with signal feedback and automatic control is combined, the functions of automatic blocking removal and delayed alarm are realized, and the problems of long time for maintaining and removing the blocking and low efficiency caused by blocking of a sewage pump due to concentrated backflow of silt during unmanned intermittent drainage operation of a deep foundation pit are solved from three angles of reducing the formation of the blocking, convenient maintenance and effective monitoring.

Drawings

FIG. 1 is a schematic diagram of an underground pressure drainage system of the present invention.

FIG. 2 is a schematic view of the structure of the control valve used in the bypass pipe of the anti-blocking check valve of the present invention.

FIG. 3 is a partial schematic view of a self-resetting barrier for an anti-clogging check valve bypass line employing a control valve in accordance with the present invention.

FIG. 4 is a schematic diagram of the construction of the anti-clog check bypass line of the present invention without the use of a control valve.

FIG. 5 is a partial schematic view of the anti-clog check bypass pipe of the present invention without the use of a control valve.

Fig. 6 is a top view of the anti-clog check valve of the present invention.

Description of reference numerals: the submersible sewage pump 001, the anti-blocking check valve 002, the vertical extraction section 004, the horizontal drainage section 005, the upper mounting port 200, the fixed arm 210, the blocking port 301, the connection port 303, the self-resetting blocking piece 400, the elastic supporting piece 410, the limiting sleeve 411, the elastic piece 412, the sliding shaft 413, the telescopic sleeve 414, the contact switch 415, the blocking flap 420, the annular convex ring 421, the cleaning port 500, the fixed wall 510, the second control valve 600, the sealing piece 610, the liquid guide cavity 302, the flushing port 720, the bypass pipe 730, the first control valve 731, the check piece 740, the mounting part 741, the communicating part 742, the elastic sleeve 743, the blocking part 744 and the water outlet 745.

Detailed Description

The drawings are only for purposes of illustration and are not to be construed as limiting the invention. For a better understanding of the following embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.

Example 1

As shown in fig. 1, the present embodiment is an underground pressure drainage system, including: the submersible sewage pump 001 is arranged at the bottom of the deep foundation pit and comprises a water pumping port and a water drainage port; a drainage pipe connected with the drainage port, including a vertical pumping section 004 with height variation connecting the drainage port to the ground surface and a horizontal drainage section 005 outside the ground surface, for draining the water containing silt in the deep foundation pit to the ground surface; the filtering net cover is arranged on the water pumping port and is used for filtering large sundries; the anti-blocking check valve 002 is characterized in that the main body of the anti-blocking check valve 002 is a straight check valve and is arranged in the vertical extraction section 004; the side wall of the anti-blocking check valve 002 is provided with an opening, and the opening forms a cleaning opening 500 which is easy to open; the anti-blocking check valve 002 is used for separating the vertical pumping section 004 to prevent the sand in the drainage pipeline from being concentrated and accumulated at the drainage port when the pump is stopped; a controller, with submersible sewage pump 001, contact switch 415 and anti-block check valve 002, for monitoring and controlling the underground pressure drainage system.

In the underground pressure drainage process, like the drainage operation of building construction, mine tunnel etc., bold silt or debris can filter through setting up the filter screen panel, because the filter screen panel of filter screen panel is big, be difficult to the jam, and tiny silt then lets its mixture get into drainage pipe in aqueous to discharge along with the drainage process. By arranging the anti-blocking check valve 002, the silt which originally flows back to the submersible sewage pump 001 is blocked outside, so that the influence of most of the back-flowing silt is reduced, and the submersible sewage pump 001 is fully protected; meanwhile, the anti-blocking check valve 002 separates the sewage pipeline, so that all silt is prevented from being concentrated, the backflow silt is relatively uniformly distributed in different pipe sections separated by the anti-blocking check valve 002, and the pressure to be born in the sewage pipeline is dispersed; and then set up on the main part that blocks silt prevents stifled check valve 002 and clean mouthful 500, make prevent stifled check valve 002 can clear stifled blowdown fast on the basis that need not to demolish, and the blowdown process can not cause prevents stifled check valve 002 to become invalid, and silt flows back to in submersible sewage pump 001.

Position and separation major possession debris through shifting silt and gathering protect submersible sewage pump 001, through separating the gathering in silt reduction sewage pipes, the jam that silt concentrated backward flow leads to has been reduced, make mainly taking place blocking up through setting up scavenge port 500 prevent stifled check valve 002 and arrange stifled fast, from reducing the formation and conveniently maintaining two angles that block up, in the unmanned intermittent type drainage operation of solving the deep basal pit, silt concentrated backward flow leads to dredge pump blocks up, maintain and arrange the problem that stifled time is long and inefficiency.

Among the underground pressure drainage system, submersible sewage pump 001 is two at least, in order to guarantee the normal drainage in the deep basal pit, need to have reserve submersible sewage pump 001 as the replacement when breaking down, guarantee drainage process's normal operating and provide and maintain the processing buffer time. And one or more designated water level detection points are arranged in the deep foundation pit. The deep foundation pit refers to a project with an excavation depth of more than 5 meters, or a depth of less than 5 meters, but with particularly complicated geological conditions, surrounding environment and underground pipelines. The filtering net cover adopts a metal filtering net and is below 60 meshes, and mainly prevents large-size broken stones, hard blocks, soft sundries and/or garbage and the like from entering the submersible sewage pump 001.

Still be equipped with external alarm in the underground pressure drainage system for send out the police dispatch newspaper when detecting the jam problem that lasts unable elimination, the alarm links to each other with the controller, and when the controller detected underground pressure drainage system and takes place to block up, send out the police dispatch newspaper and inform outside personnel in time to arrange stifled. After submersible sewage pump 001 stopped, because the negative pressure that forms in the pipe, the mixed water in the horizontal drainage section 005 that the small part is close to vertical extraction section 004 can flow back to vertical extraction section 004, and the sediment of remaining part can disperse the deposit at the body bottom of horizontal drainage section 005. And the silt entering the vertical pumping section 004 can still be concentrated to the lowest point where the silt can flow under the action of gravity after the negative pressure disappears.

The lowest point of the flowing water is moved upwards by the anti-blocking check valve 002, so that the silt in the drainage pipeline above the anti-blocking check valve 002 is stopped on the anti-blocking check valve 002, and the submersible sewage pump 001 is protected. The maximum silt content of the mixed water and the pressure of the submersible sewage pump 001 are pre-estimated before the underground pressure drainage system is used, so that the safety pipeline between the anti-blocking check valve 002 and the water outlet is controlled, namely, after the maximum silt content is reached, the submersible sewage pump 001 can still flush away the silt accumulation in the safety pipeline and normally operate. Due to the existence of the safety pipeline, the submersible sewage pump 001 has a sufficient pressure transmission path, converts the pressure of the submersible sewage pump 001 into the pressure of water, and transmits the pressure of the water into the whole drainage pipeline. So stronger as submersible sewage pump 001's pressure, prevent stifled check valve 002 and can set up in the position far away from the outlet, prevent stifled check valve 002 and submersible sewage pump 001 and born the pressure that silt flows back jointly. Under the special condition, can also make drainage pipe be divided into a plurality of regions through setting up a plurality of anti-blocking check valves 002, the silt evenly distributed that increases realizes reducing the jam.

The submersible sewage pump 001 can realize the anti-blocking by shortening the distance to the anti-blocking check valve 002, but the anti-blocking check valve 002 prevents the influence of the backflow sediment as the main part for transferring the blocking and protecting the submersible sewage pump 001. Although the blockage removal of the anti-blocking check valve 002 is far more convenient than the blockage removal of the submersible sewage pump 001, the removal of the anti-blocking check valve 002 damages the drainage pipeline to a certain extent, and even causes blockage caused by a large amount of blocked silt flowing back into the submersible sewage pump 001. Therefore, the anti-blocking check valve 002 is mainly a straight check valve, and the cleaning opening 500 is arranged on the side surface which does not influence the non-return function, so that the cleaning of the anti-blocking check valve 002 can not cause the blocking failure of silt. The cleaning port 500 is arranged, so that the influence of the cleaning of the anti-blocking check valve 002 on the drainage pipeline is small, the time required by blockage removal is greatly shortened, and the maintenance efficiency is improved.

The anti-clogging check valve 002 includes: an upper mounting port 200 and a lower mounting port which are detachably connected with the vertical extraction section 004; a self-reset blocking piece 400 for blocking the backflow of silt is arranged between the upper mounting port 200 and the lower mounting port; the self-resetting barrier 400 comprises an elastic support member 410 with one end connected with the upper mounting port 200 and a barrier flap 420 connected with the other end of the elastic support member 410, wherein the barrier flap 420 is used for sealing the lower mounting port so that backflow silt cannot enter a drainage pipeline connected with the lower mounting port; centers of the upper mounting port 200, the lower mounting port and the elastic support 410 are located on the same axis.

The anti-clogging check valve 002 has a check structure independent of the clean port 500 by this structure for preventing the back flow of the silt into the pipe connected to the lower installation port. No matter the opening of the cleaning opening 500 of the anti-blocking check valve 002 or the blockage removing process after the cleaning opening 500 is opened, on the basis that the anti-blocking check valve 002 does not need to be detached from the drainage pipeline, the blocked silt can not enter the lower mounting opening all the time, and the protection of the anti-blocking check valve 002 on the submersible sewage pump 001 is ensured.

The upper mounting port 200, the lower mounting port and the sewage pipeline can be connected in various modes, and the modes of flange connection, butt clamp connection, butt welding connection, threaded connection, clamping sleeve connection, clamping hoop connection, self-sealing connection and the like can be adopted according to actual requirements. The elastic support 410 is located on the same axis with the centers of the upper and

lower installation ports

200 and 400 fixed to the upper installation port 200 such that the self-resetting stopper 400 having a stopping function is not associated with the sidewall of the anti-clogging check valve 002, and thus, the establishment of the sweeping port 500 at the sidewall of the anti-clogging check valve 002 does not affect the check function. The shape of the matching pipe of the upper mounting port 200 and the lower mounting port is mainly circular, the lower part of the blocking flap 420 is a blocking part with the shape matched with the lower mounting port, the blocking part is used for sealing the lower mounting port, the upper part of the blocking flap 420 is a fixed connection position, and the fixed connection position is connected with one end of the elastic resetting part. The submersible sewage pump 001 stops and the blocking flap 420 rapidly blocks communication with the sewage pipe below the lower mounting port under the action of the elastic reset piece. The backflow of silt above the barrier flap 420, the resilient return member being squeezed tightly and causing the resilient return member to be unable to deform and/or the silt increasing the resistance of the resilient barrier flap 420 over the pressure of water, can cause the barrier flap 420 to rise abnormally, resulting in the blocking of the barrier flap 420. The cleaning opening 500 arranged on the side can rapidly deal with the problems, and the blockage can be rapidly maintained and removed by a simple strip-shaped tool after the cleaning opening 500 is opened.

The cleaning opening 500 can be a manually openable member, in particular a lid. The cleaning opening 500 has an outwardly extending fixing wall 510, and the fixing wall 510 provides a cover with a plurality of movable coupling means for easy and quick opening and closing, and a sealing block for the cleaning opening 500 is formed by pressing a sealing member 610 provided between the cover and the cleaning opening 500 during the process of closing the cleaning opening 500 by the cover. The cleanout 500 extends from the side wall, which allows the cleanout 500 to present a length of the retaining wall 510, the retaining wall 510 can be further machined to obtain a mating surface for securing and mating with a cover.

The cleaning opening 500 is circular, and the section of the cleaning opening is circular, and on the fixing wall 510, the cover can adopt a threaded connection, a bayonet connection, a connection mode of matching a folding connecting piece with a buckle, and the like, so that the cover can be quickly opened and closed under the manual operation. The sealing member 610 can be a sealing sheet, a sealing ring, a sealing plug, etc., one end of the sealing member 610 is fixed to a surface of the cover facing the cleaning opening 500, and when the cover is closed, the cover is pressed against the fixing wall 510 of the cleaning opening 500 to close the cleaning opening 500. After the cleaning opening 500 is opened, a strip-shaped tool, such as a common screwdriver, a hard thin rod, etc., can be used to remove the silt accumulated in the gap and the periphery of the elastic restoring member 410 from the cleaning opening 500.

As shown in fig. 3, the upper mounting port 200 is provided with a fixing arm 210 for fixing one end of the elastic support 410 away from the blocking flap 420 at the center of the upper mounting port 200; one end of the fixing arm 210 is connected with the elastic supporting member 410, and the other end is connected with the edge of the upper mounting opening 200; the elastic support 410 includes: a sliding shaft 413 having one end connected to the blocking flap 420; the limiting sleeve 411 is movably connected with one end of the sliding shaft 413, which is far away from the blocking flap 420, is connected with the fixed arm 210 and is used for limiting the rising height of the blocking flap 420, so that when the blocking flap 420 is located at the highest point, the flow of the anti-blocking check valve 002 is maximum; the elastic piece 412 is positioned between the limiting sleeve 411 and the blocking flap 420, one end of the elastic piece is connected with the limiting sleeve 411, the other end of the elastic piece is connected with the blocking flap 420, and the elastic piece continuously pushes the blocking flap 420 to move towards the lower mounting opening; and a contact switch 415 arranged at the lower end of the limit sleeve 411, wherein the contact switch 415 is triggered when the stop flap 420 ascends to contact the limit sleeve 411.

As shown in fig. 6, the fixing arm 210 is used to fix the elastic support 410 in order to reduce the obstruction of the upper mounting port 200 and ensure the flow rate of the anti-blocking check valve 002. The sliding shaft 413 can limit the up-and-down movement track of the blocking flap 420, so that the blocking flap 420 accurately covers the lower mounting opening. The safety of underground pressure drainage systems is based largely on monitoring for blockages. The state of the underground pressure drainage system is judged by the position of the stop flap 420 rising through the limit sleeve 411 provided with the contact switch 415, and the anti-blocking check valve 002 is a ring which bears the most influence of silt and is most easily blocked in the pressure drainage system; secondly, the rising of the blocking flap 420 not only reflects whether the drainage pipeline is unobstructed, but also reflects whether the pressure entering the anti-blocking check valve 002 is enough, so that whether the submersible sewage pump 001 is normal or not and whether the anti-blocking check valve 002 has a fault or not are reflected, and the state of the pressure drainage system is comprehensively reflected.

The fixed arm 210 is a strip-shaped fixed member, and generally has a combination of two, three, four, etc. When two fixing arms 210 are provided, the two fixing arms 210 are in a straight line; when the number of the fixed arms 210 is three or more, included angles between the fixed arms 210 and the fixed arms 210 are consistent; the fixed arms 210 can be further arranged into three pieces and are mutually 120 ℃, so that the stress of each fixed arm 210 is uniform, and the shielding of the fixed arms 210 on the upper mounting opening 200 is reduced to a greater extent. The limiting sleeve 411 is matched with the sliding shaft 413 to accurately control the motion track of the blocking flap 420 and further limit the position of the blocking flap 420. The sliding shaft 413 is a round shaft, a shaft sleeve matched with the sliding shaft 413 is formed in the middle of the limiting sleeve 411 or is nested in the middle of the limiting sleeve, the upper end of the sliding shaft 413 is located in the shaft sleeve and can move up and down along the shaft sleeve, and the other end of the sliding shaft 413 is connected with the blocking flap 420. The stop collar 411 controls the movement range of the stop flap 420 in the direction of the sliding shaft 413 by the length, specifically, limits the highest position of the stop flap 420 that rises. The contact switch 415 can adopt a dispersed structure, and is locally arranged on the upper part of the barrier flap 420, such as a contact point, so that the contact switch 415 is triggered by conduction when the barrier flap 420 is contacted with the limiting sleeve 411; or the contact switch 415 is an integrated structure such as a jog switch, and when the blocking flap 420 contacts the stop collar 411, the pressing start and stop of the switch are formed by extrusion.

By combining with time delay detection, when the submersible sewage pump 001 is started within a period of time, water forms pressure below the blocking flap 420 to push the blocking flap 420 to rise, the blocking flap 420 can be pushed to the highest point by the water and then is in contact with the limiting sleeve 411 to trigger the contact switch 415, the contact switch 415 sends a signal to the controller, and the controller identifies a normal signal; if the stop flap 420 can not contact the stop collar 411 continuously within a period of time, a signal of the contact switch 415 is triggered, the controller judges that the underground pressure drainage system has blockage or valve body fault, then feedback and subsequent control are carried out, the underground pressure drainage system enters an automatic blockage removal state or gives an alarm, and external personnel can find problems and timely troubleshoot, maintain and replace the problems.

The elastic member 412 is a hollow structure, and the sliding shaft 413 is located in the elastic member 412; the elastic supporting member 410 further comprises a telescopic tube 414, one end of the telescopic tube 414 is connected with the limiting sleeve 411, the other end is connected with the blocking flap 420, and at least the elastic member 412 and the contact switch 415 are prevented from contacting with the water entering the anti-blocking check valve 002; a connecting channel is arranged in the fixing arm 210 and the limiting sleeve 411, and the contact switch 415 is connected with a controller through the connecting channel and sends a signal of the ascending state of the blocking flap 420.

The elastic member 412 of the hollow structure prevents the blocking flap 420 from moving to block the sliding shaft 413; the telescopic tube 414 is arranged to protect the elastic member 412 and the contact switch 415 from sand and water, so that the requirements on the elastic member 412 and the contact switch 415 are reduced, a good environment is created, and the service life of the two parts is prolonged. And the arrangement of the connection channel enables the contact switch 415 to be connected with the controller in a wired mode, so that the safety and stability of the signal transmission process are improved.

The elastic member 412 is a spring, and can be a stainless steel spring. The telescopic tube 414 is a foldable tube, and can be a plastic tube. The telescoping tube 414 can deform in synchronization with the extension and contraction of the elastic member 412 to prevent water and/or sand from contacting the elastic member 412 and the contact switch 415, thereby preventing interference or corrosion between the two components. The telescopic tube 414 has certain rigidity, and is not easy to deform in the water impact process, so that a good working environment is created, the elastic part 412 and the contact switch 415 are more sensitive, and the service life is longer.

The lower installing port includes: the blocking opening 301 is matched with the blocking flap 420 to prevent silt from flowing back to a drainage pipeline connected with the lower mounting opening; the connecting port 303 is arranged below the plugging port 301 and is used for connecting with a drainage pipeline; a drainage cavity 302 arranged between the plugging port 301 and the connection port 303; in the anti-blocking check valve 002, the sections of the two ends close to the upper mounting port 200 and the blocking port 301 are small, and the section close to the middle of the upper mounting port 200 and the blocking port 301 is large; the stop collar 411 can limit the stop flap 420 to the maximum of the mid-section of the anti-clog check valve 002.

When the blocking flap 420 rises to the highest point, the flow rate of the anti-blocking check valve 002 is not reduced by the blocking flap 420, the overall flow rate of the anti-blocking check valve 002 is ensured, the height can be gradually adjusted under the action of pressure, and the response speed of the blocking flap 420 is accelerated.

After water enters the anti-blocking check valve 002, the water can only flow upward from the periphery of the blocking flap 420 due to the blocking of the blocking flap 420. The anti-blocking check valve 002 is designed to have a large section near the middle of the upper mounting port 200 and the blocking port 301, so that the blocking flap 420 can be gradually opened under the action of pressure to adapt to the current water pressure. When the blocking flap 420 is located at the maximum middle section of the anti-blocking check valve 002, it contacts with the stop collar 411 to trigger the contact switch 415. The maximum cross-sectional area should be close to the sum of the area of the blocking flap 420 and the area of the blocking opening 301, so that the flow rate of water in the anti-blocking check valve 002 is nearly the same. By the position compensation around, the circulation space around the barrier flap 420 is increased, reducing the resistance of the barrier flap 420 to water. The space in the anti-blocking check valve 002 gradually increases from the two ends to the middle, and in the use state, the blocking flap 420 continuously rises along with the increase of water, so that the flow rate in the valve body is gradually increased; as the pressure of water decreases, the barrier flap 420 continuously drops, and the barrier flap 420 gradually approaches the lower mounting port; when the submersible sewage pump 001 stops, the blocking flap 420 rapidly closes the lower mounting port to block back flow of silt in time.

Stop lamella 420 and be cast iron and full lining nitrile rubber, cast iron and full lining nitrile rubber's structure makes stop lamella 420 and have better oil resistance, wearability and heat resistance, nitrile rubber plays the effect of protection cast iron, cover the one deck protective layer on cast iron in other words, the contact of cast iron and water has been completely cut off, prevent that the cast iron from soaking in water for a long time and oxidizing rusty, and certain elasticity that nitrile rubber itself has, can take place slight deformation when the extrusion is down the opening edge, contact between the valve body of cast iron and metal has been avoided, be favorable to the sealed of under shed. The bottom of the stop flap 420 is provided with a ring of annular convex ring of nitrile rubber. The annular bead of nitrile rubber helps to cushion the impact of the barrier flap 420 against the edge of the lower opening and the annular bead better forms a seal between the barrier flap 420 and the closure orifice 301.

The anti-blocking check valve 002 is internally provided with a flushing port 720; when the anti-blocking check valve 002 is blocked, the drainage cavity 302 guides water which cannot enter the anti-blocking check valve 002 to enter the anti-blocking check valve 002 through the flushing port 720 for flushing and unblocking.

For the main reasons that the anti-blocking check valve 002 blocks up: elastic support element 410 is blocked tight unable deformation and/or the overweight of silt leads to blockking that lamella 420 can't rise, and the guide is blockked water and is passed through other passageways and get into and prevent stifled check valve 002 in, makes silt disturbed by water, reaches the mixed state of extraction in-process silt and water, resumes its mobility, eliminates the chucking to elastic support element 410, reduces the sediment of overstocking on blockking lamella 420. Thereby eliminating the clogging problem of the anti-clogging check valve 002.

Anti-blocking check valve 002 bears a ring that silt influences greatly and easily blockked up among the underground pressure drainage system, though protected submersible sewage pump 001 and reduced the gathering of silt through separating, but anti-blocking check valve 002 can not really eliminate silt and avoid the jam of self, and frequent dependence manual work is arranged stifled in cleanout opening 500 and is not conform to the automatic needs of actual construction. By communicating the drainage lumen 302 and the flush port 720, the problem of clogging of most of the anti-clogging check valves 002 can be solved by directing the water that is blocked below the blocking flap 420 to flush the interior of the anti-clogging check valves 002. Lead between sap cavity 302 and the washing mouth 720 can be connected through the connecting block that has the passageway, the passageway or the external pipeline of setting in anti-blocking check valve 002, through the narrowing pipeline, set up one-way part, the valve of switch etc. mode at the pipeline, walk around when anti-blocking check valve 002 blocks up and block lamella 420 and supply water in to anti-blocking check valve 002, utilize water to transfer sedimentary silt again in order to eliminate the jam of anti-blocking check valve 002. When the blocking flap 420 slightly and locally rises, a large amount of water enters the anti-blocking check valve 002 again to quickly wash away the residual silt, and the smooth circulation of water in the drainage pipeline is recovered.

Flush port 720 communicates with drainage lumen 302 via a bypass tube 730; the bypass pipe 730 passes through the flushing port 720 and extends into the anti-blocking check valve 002 to form an extension nozzle, and the extension nozzle is opposite to the elastic support piece 410; the bypass pipe 730 forms a movable connection with the anti-blocking check valve 002.

The epitaxial nozzle of the bypass tube 730 further enhances the concentration of water pressure to quickly clean and accurately clean the resilient support 410, allowing the barrier flap 420 to resume lifting to target improved automatic plug removal efficiency, while the transparent and articulating design allows for easier detection and rapid maintenance and replacement of the bypass tube 730.

The size of the bypass pipe 730 is smaller than that of the sewage pipe connected with the anti-blocking check valve 002, when water enters the narrow bypass pipe 730, the pressure of the water rises, and the bypass pipe 730 bears larger pressure than the sewage pipe, so the bypass pipe 730 should be a metal hard pipe or a rubber lining metal hose. The extension nozzle is provided so that the water entering the anti-clogging check valve 002 is not dispersed but is intensively sprayed. The objective of the injection is to set the elastic supporting member 410 in order to quickly penetrate local silt, and directly apply water to the main components affecting the lifting of the blocking flap 420, so as to quickly recover the local movement of the elastic supporting member 410, and reduce the time for the water to push away the blocking flap 420, thereby improving the blockage removing efficiency of the anti-blocking check valve 002.

As shown in FIG. 2, the bypass tube 730 is provided with a first control valve 731 for controlling communication between the drainage lumen 302 and the flush port 720; the cleaning port 500 is provided with a second control valve 600 for controlling the opening and closing of the cleaning port 500; the first control valve 731 and the second control valve 600 are connected to the controller; the controller controls the first control valve 731 and/or the second control valve 600 to open by the signal of the contact switch 415 to drain the anti-blocking check valve 002.

Control to first control valve 731 and second control valve 600 through the controller has realized preventing stifled check valve 002's automatic row stifled function, prevents stifled check valve 002 and need not artifical mediation when blockking up, can long-range realization prevent stifled check valve 002 arrange stifled through controller control.

The first control valve 731 and the second control valve 600 are automatic control valves, and can be specifically electromagnetic valves or electric ball valves, and the electromagnetic valves control the opening and closing of the bypass pipe 730 and the cleaning port 500, so that the anti-blocking control of various drainage pipelines can be realized. If the pump is stopped, the second control valve 600 is opened, the cleaning port 500 is automatically opened, and the backflow water containing a large amount of silt is directly discharged to other positions through the cleaning port 500 before accumulation, so that the silt is prevented from staying in a drainage pipeline, and the anti-blocking check valve 002 and/or the submersible sewage pump 001 are/is blocked; or when the anti-blocking check valve 002 is blocked, the first control valve 731 is firstly opened to lead the bypass pipe 730 to be conducted for preliminary blockage removal, so as to solve the problem of slight blockage; when silt is too much and the preliminary blockage removal cannot be successful, the second control valve 600 is opened again, the silt is discharged and falls back to the deep foundation pit, and the blockage removal for depth is carried out by flushing the silt so as to solve the problem of serious blockage and the like.

As shown in fig. 5, an elastically controlled check is provided inside the bypass pipe, the check comprising: the mounting part is positioned at one end of the check piece and arranged on the bypass pipe; the communicating part is a hollow pipe body, one end of the communicating part is communicated with the mounting part, and a water outlet used for being communicated with the outside is arranged; the elastic sleeve wraps the communication part and seals the water outlet by utilizing the elastic contraction of the elastic sleeve; the separation blocking part is used for blocking one end of the communicating part, which is far away from the mounting part, and is combined with the mounting part to form fixation of the position of the elastic sleeve; the water pressure entering the communicating part is larger than the elastic contraction force of the elastic sleeve, the elastic sleeve for plugging the water outlet is expanded, and the water enters the bypass pipe through the check piece. The extension nozzle is a flat nozzle and is provided with a movable shielding cover, the upper part of the shielding cover is movably connected with the upper part of the extension nozzle, and the shielding cover shields the extension nozzle through the action of gravity to form unidirectional opening.

As shown in FIG. 4, another concept of the bypass pipe is that the bypass pipe can be automatically opened and closed without a controller and a control valve by using a special structure of a check piece, so that the dependence of blockage removal on a control system is simplified, and the anti-blocking check valve has a self-cleaning function.

The non-return piece can be used in cooperation with a soft by-pass pipe, and the soft by-pass pipe is a rubber lining metal woven hose. The anti-falling part can be in various shapes such as a ring shape, a cross shape and the like, the cross section of the anti-falling part is larger than that of the communication part, and the anti-falling part can be matched with the installation part with the cross section also larger than that of the communication part to prevent the elastic sleeve part from falling off. The water outlet is in a grid shape and plays a certain supporting role on the elastic sleeve.

When the anti-blocking check valve can not be normally opened, water of the submersible sewage pump enters the liquid guide cavity, one side of the check piece close to the bypass pipe is low in pressure, one side of the check piece close to the liquid guide cavity is high in pressure, the water passes through the communicating part and props open the elastic sleeve piece wrapped at the position, the water outlet is communicated, the liquid guide cavity is communicated with the flushing pipe, and the water enters the anti-blocking check valve. When the anti-blocking check valve is normally opened, the pressures at the two ends of the check piece are balanced, the elastic sleeve blocks the water outlet under the elastic action of the elastic sleeve, and the liquid guide cavity is not communicated any more. When the drainage operation finishes, prevent that stifled check valve closes, the one side that the non return spare is close to the bypass pipe is pressed greatly, combines the elasticity effect of elasticity external member self can increase the shutoff to the delivery port, prevents that silt from passing through the bypass pipe backward flow. Further combine the sheltering from lid of activity, shelter from the lid and utilize self gravity, form one-way upset in epitaxial nozzle department, make epitaxial nozzle form one-way conduction, thoroughly obstructed silt through bypass pipe 730 backward flow to the problem of drain chamber 302.

The shielding cover can turn over, the movable included angle between the shielding cover and the extension nozzle is smaller than 180 degrees, and the turning angle of the shielding cover can be limited by arranging a limiter at the movable connection position. Preferably, the movable included angle between the shielding cover and the opening is less than 90 degrees. Under the action of gravity, the shielding cover automatically reduces an included angle between the shielding cover and the opening, and then the extension nozzle is closed. When water flows out through the slope section 733, the water pushes the shielding cover to open, so that the water enters the valve body. The shielding cover is provided with a bulge formed by intersecting two inclined planes. The bulge on the shielding cover can be used for pushing away the blocked silt when the silt is blocked, so that the shielding cover can be opened more easily. The protrusion forms a protrusion line which is arranged in the middle of the vertical direction of the shielding cover. The upper end of the convex line is tightly attached to the upper part of the shielding cover, and the lower end of the convex line keeps a certain distance from the shielding cover to form a convex part which is light on the top and heavy on the bottom, so that the gravity has more obvious effect on the shielding cover.

The upper mounting port 200 and the connection port 303 of the anti-blocking check valve 002 are provided with flanges; prevent stifled check valve 002 prevent stifled check valve is applicable to the drainage pipe of various pipe diameters, specifically is 40mm to 500 mm's sewage pipes.

The flange is beneficial to saving space, reducing weight and having good sealing performance. The pipe diameter is between 40mm and 500mm, prevents that stifled check valve 002 undersize increases the emergence of jam easily. The height of stifled check valve 002 is prevented in the restriction, installs in catchment well head 1 ~ 1.5 meters height, is convenient for detect and maintain, and further the restriction prevents that distance between stifled check valve 002 and the outlet helps evenly separating drainage pipe, reduces the concentrated accumulation of silt. The pipe diameter of a common drainage pipeline is generally 50-150 mm. The drainage control system is additionally provided with electric components such as a valve signal feedback unit, a time delay alarm unit, a valve control unit and the like on the basis of the control of the common submersible sewage pump. The NAND gate logic control circuit is adopted, and the relay is used for realizing the action of the valve, so that the function of automatic blockage removal is realized.

It should be understood that the above-mentioned embodiments of the present invention are only examples for clearly illustrating the technical solutions of the present invention, and are not intended to limit the specific embodiments of the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention claims should be included in the protection scope of the present invention claims.

Claims

1. A subsurface pressure drainage system, comprising:

the submersible sewage pump is arranged at the bottom of the deep foundation pit and comprises a water pumping port and a water drainage port;

the drainage pipeline is connected with the drainage port and comprises a vertical extraction section with height change and a transverse drainage section outside the ground surface, wherein the vertical extraction section is used for connecting the drainage port to the ground surface;

it is characterized by also comprising:

the filtering net cover is arranged on the water pumping port;

the main body of the anti-blocking check valve is a straight check valve and is arranged in the vertical extraction section;

an opening is formed in the side wall of the anti-blocking check valve, and a cleaning opening which is easy to open is formed in the opening;

the anti-blocking check valve is used for separating the vertical pumping section to prevent the sediment in the drainage pipeline from being concentrated and accumulated at the drainage outlet when the pump is stopped;

and the controller is connected with the submersible sewage pump, the contact switch and the anti-blocking check valve and is used for monitoring and controlling the underground pressure drainage system.

2. An underground pressure drainage system as claimed in claim 1, wherein the anti-clogging check valve comprises:

an upper mounting opening and a lower mounting opening which are detachably connected with the vertical extraction section are formed;

a self-reset blocking piece for blocking the backflow of silt is arranged between the upper mounting port and the lower mounting port;

the self-resetting blocking piece comprises an elastic supporting piece and a blocking flap, wherein one end of the elastic supporting piece is connected with the upper mounting opening, and the blocking flap is connected with the other end of the elastic supporting piece.

3. A subsurface pressure drainage system as claimed in claim 2, wherein:

the upper mounting opening is provided with a fixed arm which fixes one end of the elastic supporting piece far away from the blocking flap at the center of the upper mounting opening;

one end of the fixed arm is connected with the elastic supporting piece, and the other end of the fixed arm is connected with the edge of the upper mounting opening;

the elastic support member includes:

one end of the sliding shaft is connected with the blocking flap;

the limiting sleeve is movably connected with one end of the sliding shaft, which is far away from the blocking flap, and is connected with the fixed arm;

the elastic piece is positioned between the limiting sleeve and the blocking flap, one end of the elastic piece is connected with the limiting sleeve, and the other end of the elastic piece is connected with the blocking flap;

and the contact switch is arranged at the lower end of the limiting sleeve, and is triggered when the stop valve rises to contact the limiting sleeve.

4. A subsurface pressure drainage system as claimed in claim 3, wherein:

the elastic part is of a hollow structure, and the sliding shaft is positioned in the elastic part;

the elastic support piece also comprises a telescopic sleeve, one end of the telescopic sleeve is connected with the limiting sleeve, and the other end of the telescopic sleeve is connected with the blocking flap;

the contact switch is connected with the controller through the connecting channel and sends a signal for preventing the valve from rising.

5. A subsurface pressure drainage system as claimed in claim 3, wherein the lower mounting port comprises:

the plugging port is matched with the blocking flap;

the connecting port is arranged below the plugging port and is connected with a drainage pipeline;

the drainage cavity is arranged between the plugging port and the connecting port;

in the anti-blocking check valve, the sections of the two ends close to the upper mounting port and the blocking port are small, and the section close to the middle of the upper mounting port and the blocking port is large;

the stop collar can limit the stop flap at the maximum position of the middle section of the anti-blocking check valve.

6. A subsurface pressure drainage system as claimed in claim 5, wherein:

a flushing port is also arranged in the anti-blocking check valve;

when the anti-blocking check valve is blocked, the liquid guide cavity guides water which cannot enter the anti-blocking check valve to enter the anti-blocking check valve through the flushing port for flushing and removing the blockage.

7. A subsurface pressure drainage system as claimed in claim 6, wherein:

the flushing port is communicated with the liquid guide cavity through a bypass pipe;

the bypass pipe penetrates through the flushing port and extends into the anti-blocking check valve to form an extension nozzle, and the extension nozzle is opposite to the elastic supporting piece;

the bypass pipe and the anti-blocking check valve form movable connection.

8. A subsurface pressure drainage system as claimed in claim 7, wherein:

the bypass pipe is provided with a first control valve for controlling the communication between the liquid guide cavity and the flushing port;

the cleaning port is provided with a second control valve for controlling the opening and closing of the cleaning port;

the first control valve and the second control valve are connected with a controller;

the controller controls the first control valve and/or the second control valve to open through signals of the contact switch so as to remove blockage of the anti-blocking check valve.

9. A subsurface pressure drainage system as claimed in claim 7, wherein a resiliently controlled check is provided in the bypass pipe, the check comprising:

the mounting part is positioned at one end of the check piece and arranged on the bypass pipe;

the communicating part is a hollow pipe body, one end of the communicating part is communicated with the mounting part, and a water outlet used for being communicated with the outside is arranged;

the elastic sleeve wraps the communication part and seals the water outlet by utilizing the elastic contraction of the elastic sleeve;

the separation blocking part is used for blocking one end of the communicating part, which is far away from the mounting part, and is combined with the mounting part to form fixation of the position of the elastic sleeve;

the water pressure entering the communicating part is larger than the elastic contraction force of the elastic sleeve, the elastic sleeve for plugging the water outlet is expanded, and the water enters the bypass pipe through the check piece.

10. A subsurface pressure drainage system as claimed in claim 1, wherein:

flanges are arranged at the upper mounting port and the connecting port of the anti-blocking check valve;

the anti-blocking check valve is suitable for a drain pipe with the pipe diameter of 40mm to 500 mm.