CN214461006U - Enclosure drainage structure - Google Patents

Abstract

The utility model relates to an enclosure drainage structures, it includes the catch basin, drainage hole and guiding gutter, the intercommunication department of catch basin and drainage hole is equipped with the overflow weir, be equipped with the desilting subassembly in the catch basin, the desilting subassembly is including rotating the screw rod of locating in the catch basin, drive screw pivoted motor, slide and locate the scraper blade in the catch basin and collect the collecting vat of silt in the catch basin, the laminating of the inner wall of scraper blade week lateral wall and catch basin, the screw rod run through the scraper blade and with scraper blade threaded connection, the tip of catch basin is equipped with the row's silt mouth with the collecting vat intercommunication. When water flows into the intercepting ditch, silt carried in the water is precipitated at the bottom of the intercepting ditch, and upper clear water flows into the drainage tunnel through the overflow weir and is discharged by the diversion trench; when the intercepting ditch is cleared up, the starting motor enables the screw rod to rotate, the scraper blade slides in threaded fit with the screw rod, silt deposited in the intercepting ditch is scraped, and the silt is discharged into the collecting tank through the silt discharge port, so that the possibility of blocking of the drainage hole is reduced, and the drainage effect of the drainage structure is ensured.

Description

Enclosure drainage structure

Technical Field

The application relates to building drainage technical field especially relates to an enclosure drainage structures.

Background

An enclosure is architecturally a heavy and straight space partition structure used to enclose, partition or protect an area. The wall body of the enclosing wall is generally directly built on the ground, but the root part of the wall body is easily eroded by rainwater, so that the root part of the wall is damaged by damp and efflorescence, and the appearance of the enclosing wall is seriously influenced. Therefore, a drainage structure is required around the perimeter of the enclosure.

At present, the Chinese utility model with the publication number of CN203947557U discloses an enclosure wall drainage structure, which comprises an enclosure wall, a catch basin, a drainage tunnel and a diversion trench, wherein the drainage tunnel is arranged at the bottom of a drainage side enclosure wall, and the top surface of the drainage tunnel is consistent with the top surface of an enclosure wall foundation in height; the intercepting drain is arranged on the inner side of the enclosing wall and communicated with the drainage hole, the height of the top of the intercepting drain is consistent with that of the top surface of the drainage side wall foundation, and the height of the bottom of the intercepting drain is consistent with that of the bottom of the drainage hole; the guiding gutter is located the enclosure outside and is corresponding to brick drainage tunnel department to communicate with drainage tunnel, the other end of guiding gutter is built to the enclosure bank protection that is located the enclosure outside or cut off ditch facility boundary. The rivers in the enclosure go into the catch basin to arrange to the enclosure outside through the drainage hole, the rethread guiding gutter is derived, can realize the drainage of enclosure. However, the scouring action of the water flow in the scheme can easily carry silt on the ground in the enclosing wall into the drainage structure, so that the drainage hole is blocked, and the drainage effect of the drainage structure is influenced.

In view of the above-mentioned related art, the inventor believes that there is a defect that the drainage hole is easily blocked, which affects the drainage effect of the drainage structure.

SUMMERY OF THE UTILITY MODEL

In order to reduce the possibility that the drainage hole takes place to block up to ensure drainage structures's drainage effect, this application provides an enclosure drainage structures.

The application provides a fence drainage structures adopts following technical scheme:

the utility model provides an enclosure drainage structure, is including the catch basin, drainage hole and the guiding gutter that communicate in proper order, and the wall body inboard is located to the catch basin, and the wall body bottom is located to the drainage hole, the wall body outside is located to the guiding gutter, the catch basin with the intercommunication position of drainage hole is equipped with the overflow weir, be equipped with the desilting subassembly in the catch basin, the desilting subassembly including rotate set up in screw rod in the catch basin, be used for the drive screw rod pivoted motor, slide set up in scraper blade in the catch basin and be used for collecting the collecting vat of silt in the catch basin, scraper blade all side wall with the inner wall laminating of catch basin, the screw rod runs through the scraper blade and with scraper blade threaded connection, the tip of catch basin is equipped with row's silt mouth, the collecting vat with arrange silt mouth intercommunication.

By adopting the technical scheme, after water in the enclosing wall flows into the intercepting ditch, silt carried in the water is precipitated at the bottom of the intercepting ditch, and upper clear water overflows through the overflow weir to enter the drainage tunnel and is discharged through the diversion trench; when silt deposited at the bottom of the intercepting ditch needs to be cleaned, a motor is started, the motor drives a screw rod to rotate, the screw rod is in threaded fit with a scraper and drives the scraper to slide in the intercepting ditch, so that the silt deposited in the intercepting ditch is scraped and discharged into a collecting tank through a silt discharge port; the overflow weir blocks silt and gets into the drainage hole, and the desilting subassembly can clear up the silt in the catch basin to this reduces the drainage hole and takes place the possibility of blockking up, thereby has ensured drainage structures's drainage effect.

Optionally, a protective groove is formed in the wall, a protective box is arranged in the protective groove, the motor is installed in the protective box, an output shaft of the motor penetrates out of the protective box and is fixedly connected with a master gear, a slave gear is fixedly connected to the screw rod, the master gear is arranged above the slave gear in an inclined manner on one side close to the wall, and the master gear is meshed with the slave gear.

By adopting the technical scheme, when the motor is started, the motor drives the main gear to rotate, the main gear is meshed with the driven gear, so that the driven gear rotates and further drives the screw rod to rotate, and therefore the purpose of driving the screw rod to rotate by the motor is achieved.

Optionally, the bottom fixedly connected with of scraper blade is transversal to be right triangle's mud portion of scraping, the most advanced orientation of scraping mud portion the direction of silt is scraped to the scraper blade, just the bottom surface of scraping mud portion with the interior bottom surface laminating of intercepting ditch.

By adopting the technical scheme, the cross section of the mud scraping part is in a right-angled triangle shape, when the scraper scrapes mud, the tip of the mud scraping part scrapes the mud attached to the inner bottom surface of the intercepting ditch, and the dredging efficiency is improved; and the contact area of the scraper and the inner bottom surface of the intercepting ditch is increased by the mud scraping part, so that the scraper can be kept in a vertical state, the lower part of the scraper is prevented from being deformed due to blocking of mud and sand, and the working stability of the scraper is effectively improved.

Optionally, a sliding groove is formed in the side wall of the inner side of the wall body, a baffle used for shielding the drainage hole is connected in the sliding groove in a sliding mode, one side of the baffle is attached to the side wall of the overflow weir, and the other side of the baffle is flush with the inner side wall of the intercepting ditch.

Through adopting above-mentioned technical scheme, at the in-process that the scraper blade scraped silt, the scraper blade is close to the silt of arranging silt mouth one side and constantly piles up, easily crosses overflow weir entering drainage hole, before only needing to clear up the work, stirs the baffle downwards and makes it shelter from drainage hole to this will drain drainage hole and cut-off ditch and separate, the lateral wall of baffle and the inside wall of cut-off ditch at this moment flush, restart desilting subassembly, the scraper blade can be smoothly along the cut-off ditch slip, carry out desilting work.

Optionally, the outer side wall of the upper portion of the baffle is fixedly connected with a poking block, the top surface of the baffle is fixedly connected with a magnet, and the inner top surface of the chute is fixedly connected with a magnetic block which is magnetically attracted to the magnet.

By adopting the technical scheme, when the desilting is not needed, the baffle is positioned at the upper part of the chute, and the magnet and the magnetic block are magnetically attracted at the moment, so that the baffle is fixed; when the component that needs the desilting work, the staff only need hand the piece of stirring and press the baffle downwards, highly is less than the top surface height of overflow weir until the bottom surface of baffle, and the gravity of baffle and magnet is greater than the appeal of magnetic path to magnet this moment, can reach the baffle and stop the purpose that silt got into the drainage hole.

Optionally, the inner bottom surface of the drainage hole is a slope, and one end of the drainage hole close to the intercepting ditch is a higher end.

Through adopting above-mentioned technical scheme, if the water yield that gets into the desilting subassembly is great, silt is not good in the precipitation effect of intercepting ditch, and overflow weir entering drainage hole can be crossed to the silt that does not deposit to take place to deposit in drainage hole, because the interior bottom surface of drainage hole establishes to the inclined plane, in the action of gravity made silt slide into the guiding gutter, prevent to have silt to pile up in the drainage hole, further improved the stifled effect of preventing of drainage hole.

Optionally, the opening position of the intercepting ditch and the communication position of the drainage tunnel and the diversion trench are both provided with a rat-proof net.

Through adopting above-mentioned technical scheme, the setting of protection against rodents net has prevented effectively that the mouse from getting into the catch basin and the water drainage hole from causing the destruction, and can block the debris of large granule, has further improved drainage structures's anti-blocking effect.

Optionally, a collecting box is placed in the collecting tank, a telescopic pipe is obliquely arranged between the sludge discharge port and the collecting tank, and the lower end of the telescopic pipe can extend into the collecting box.

By adopting the technical scheme, when dredging is needed, the telescopic sleeve is pulled open to extend into the collecting box from the lower end, and the silt cleaned in the intercepting ditch can be discharged into the collecting box through the silt discharge port and the telescopic sleeve; when the silt in the collecting box needs to be cleared up, the telescopic sleeve is withdrawn, then the collecting box is taken out, and the silt can be poured out without entering the collecting box for clearing up, the structure is simple, and the operation is convenient.

In summary, the present application includes at least one of the following beneficial technical effects:

1. after water flows into the intercepting ditch, sediment carried in the water is precipitated at the bottom of the intercepting ditch, and upper clear water flows into the drainage tunnel through the overflow weir and is discharged by the diversion trench; when the intercepting ditch is cleaned, the motor is started to enable the screw to rotate, the scraper blade is matched with the screw thread to slide, so that silt deposited in the intercepting ditch is scraped, and the silt is discharged into the collecting tank through the silt discharge port, so that the possibility of blocking of the drainage hole is reduced, and the drainage effect of the drainage structure is ensured;

2. when the motor is started, the motor drives the main gear to rotate, the driven gear is meshed with the main gear and rotates, and the screw is driven to rotate, so that the protective box reduces the possibility of damage caused by water entering the motor and well protects the motor;

3. during dredging, the pointed end of the mud scraping part faces the moving direction of the scraper, so that silt attached to the inner bottom surface of the intercepting ditch is scraped, the dredging efficiency is favorably improved, the contact area of the scraper and the inner bottom surface of the intercepting ditch is increased by the mud scraping part, and the scraper is favorably kept vertical to improve the stability.

Drawings

FIG. 1 is a schematic structural diagram of an embodiment of the present application.

Fig. 2 is a view from direction a in fig. 1.

Fig. 3 is a cross-sectional view taken along line B-B of fig. 2.

FIG. 4 is a schematic view of a squeegee according to an embodiment of the present invention.

Fig. 5 is a cross-sectional view taken along line C-C of fig. 2.

Description of reference numerals: 1. a ground surface; 11. intercepting a ditch; 111. a sludge discharge port; 12. a water drainage hole; 121. an overflow weir; 122. a baffle plate; 13. a diversion trench; 14. a rat-proof net; 2. a wall body; 21. a protective bath; 22. a chute; 221. a magnetic block; 23. a shifting block; 231. a magnet; 3. a dredging component; 31. a screw; 311. a slave gear; 32. a motor; 321. a protective box; 322. a main gear; 33. a squeegee; 331. a mud scraping part; 34. collecting tank; 341. a top cover; 342. a collection box; 4. a telescopic sleeve; 41. an inner fixed tube; 411. a sliding groove; 42. an outer slipping pipe; 421. a convex ring.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses enclosure drainage structures. Referring to fig. 1 and 2, the enclosing wall drainage structure comprises a wall body 2, a catch basin 11, a drainage tunnel 12, a diversion trench 13 and a dredging component 3. The wall body 2 is built on the ground 1, and the intercepting drain 11 is built in the ground 1 at the inner side of the wall body 2 and is arranged along the length direction of the wall body 2. The cross section of the catch basin 11 is rectangular, the opening of the catch basin is upward, and the height of the top surface of the catch basin 11 is lower than that of the ground 1. The drainage hole 12 is arranged at the bottom of the wall body 2, the opening of the drainage hole is rectangular, and the drainage hole 12 is communicated with the intercepting ditch 11. The cross section of the diversion trench 13 is rectangular, the diversion trench is built on the slope of the ground 1 outside the wall body 2, and the higher end of the diversion trench is communicated with the drainage tunnel 12.

Referring to fig. 1, an overflow weir 121 is fixedly disposed at a communication position between the drainage hole 12 and the intercepting drain 11, and the overflow weir 121 is rectangular plate-shaped, and a side wall thereof is attached to an inner side wall of the drainage hole 12. A gap is left between the top surface of the overflow weir 121 and the inner top surface of the drainage hole 12, and a plurality of V-shaped grooves are formed on the top surface of the overflow weir 121. In rainy days, water on the ground 1 in the enclosing wall flows into the intercepting ditch 11, silt carried in the water is precipitated at the bottom of the intercepting ditch 11, and upper clear water flows into the drainage tunnel 12 through the V-shaped groove of the overflow weir 121 and is discharged through the diversion trench 13 to realize the drainage of the enclosing wall.

Referring to fig. 1, the inner bottom surface of the drainage tunnel 12 is an inclined surface, and one end of the drainage tunnel 12 close to the intercepting ditch 11 is a higher end, so that the silt entering the drainage tunnel 12 is discharged into the diversion trench 13, and the anti-blocking effect of the drainage tunnel 12 is improved. The top surface of the intercepting drain 11 is provided with a rat-proof net 14 so as to shield the opening position of the intercepting drain 11; the lateral wall of the wall body 2 close to the diversion trench 13 is also provided with a rat-proof net 14 to shield the communication position of the drainage hole 12 and the diversion trench 13, prevent rats from entering the intercepting ditch 11 and the drainage hole 12 to cause damage, prevent large-particle sundries from entering the drainage hole 12, and improve the anti-blocking effect of the drainage structure.

Referring to fig. 2, the dredging assembly 3 includes a screw 31, a motor 32, a scraper 33, and a collecting tank 34. The screw 31 is rotatably disposed in the catch basin 11, and the length direction thereof is identical to the length direction of the catch basin 11, and one end of the screw 31 is sleeved and fixedly connected with the slave gear 311. The side wall of the wall body 2 close to the intercepting drain 11 is provided with a protective groove 21, the opening of the protective groove 21 is rectangular, and a protective box 321 is fixedly arranged in the protective groove 21. The protection box 321 is a cuboid, the motor 32 is fixedly installed in the protection box 321, and an output shaft of the motor 32 penetrates through the protection box 321 and is fixedly connected with the main gear 322. As shown in fig. 3, the master gear 322 is disposed obliquely above the side of the slave gear 311 close to the wall body 2, and is engaged with the slave gear 311. When the motor 32 is started, the motor 32 drives the main gear 322 to rotate, and the driven gear 311 is engaged with the main gear 322 and rotates, thereby driving the screw 31 to rotate. The protective box 321 reduces the possibility of water entering the motor 32 and causing damage to the motor 32, and provides good protection for the motor 32.

Referring to fig. 2, the scraper 33 is a rectangular plate, and is slidably installed in the catch basin 11, and the side wall of the scraper 33 is attached to the inner side wall of the catch basin 11, and the bottom surface of the scraper 33 is attached to the inner bottom surface of the catch basin 11. The scraper 33 is provided with a screw hole, the opening of the screw hole is circular, and the screw rod 31 penetrates through the scraper 33 and is matched with the screw hole in a threaded manner. One end of the intercepting drain 11, which is far away from the motor 32, is provided with a sludge discharge port 111, and the opening of the sludge discharge port 111 is rectangular. The collecting tank 34 is cube-shaped, is built in the ground 1 at the side of the intercepting drain 11 far away from the wall 2, and is communicated with the sludge discharge port 111. When silt deposited at the bottom of the intercepting ditch 11 needs to be cleaned, the screw rod 31 is rotated by the starting motor 32, the scraper 33 is in threaded fit with the screw rod 31 and slides in the intercepting ditch 11, so that the silt deposited in the intercepting ditch 11 is scraped, and the silt is discharged into the collecting tank 34 through the silt discharge port 111, the silt is intercepted and cleaned, the possibility of blockage of the drainage hole 12 is reduced, and the drainage effect of the drainage structure is ensured.

Referring to fig. 4, a mud scraping portion 331 is provided at the bottom of the scraper 33, the cross section of the mud scraping portion 331 is a right triangle, one right-angle side of the right triangle is fixedly connected with the scraper 33, and the other right-angle side of the right triangle is attached to the inner bottom surface of the intercepting drain 11. When the scraper 33 scrapes the sediment, the tip of the sediment scraping portion 331 faces the moving direction of the scraper 33, so as to scrape the sediment attached to the inner bottom surface of the intercepting drain 11, which is beneficial to improving the sediment removal efficiency. And the mud scraping part 331 increases the contact area of the scraper 33 with the inner bottom surface of the intercepting drain 11, which is beneficial for keeping the scraper 33 vertical to improve the stability thereof.

Referring to fig. 1, a sliding groove 22 is formed on the inner side wall of the wall body 2, an opening of the sliding groove 22 is rectangular, and the drainage hole 12 is formed on the inner side wall of the sliding groove 22. A baffle 122 is slidably connected in the chute 22, the baffle 122 is rectangular plate-shaped, and the side wall of the baffle 122 is attached to the side wall of the chute 22. The outer side wall of the upper part of the baffle 122 is fixedly connected with a toggle block 23, and the toggle block 23 is rectangular block-shaped. When the dredging component 3 works, the stirring block 23 is pushed downwards to pull the baffle 122 downwards until the bottom surface of the baffle 122 is lower than the top surface of the overflow weir 121, so that the drainage hole 12 can be shielded, and silt is prevented from entering the drainage hole 12. And at this time, the side wall of one side of the baffle 122 is attached to the side wall of the overflow weir 121, and the side wall of the other side is flush with the side wall of the intercepting drain 11, so that the scraper 33 is ensured to smoothly slide in the intercepting drain 11 for dredging. The top surface of the baffle 122 is fixedly connected with a magnet 231, the inner top surface of the sliding chute 22 is fixedly connected with a magnetic block 221, and the magnet 231 and the magnetic block 221 are both rectangular strips. When the dredging is not needed, the baffle 122 is pulled upwards to expose the drainage hole 12, and at the moment, the magnet 231 and the magnet 221 attract each other, so that the baffle 122 can be fixed.

Referring to fig. 5, the collection tank 34 is opened upward and its top surface is communicated with the ground 1 and covered with a top cover 341. The top cap 341 has a rectangular plate shape, and the top surface thereof is flush with the floor 1. An expansion sleeve 4 is arranged between the collecting tank 34 and the sludge discharge port 111. The telescopic tube 4 is arranged obliquely, and its higher end is communicated with the sludge discharge port 111 and its lower end is communicated with the collecting tank 34. The telescopic tube 4 comprises an inner fixing tube 41 and an outer sliding tube 42, the cross section of the inner fixing tube 41 and the cross section of the outer sliding tube 42 are both in a circular ring shape, the outer sliding tube 42 is sleeved on one side, close to the collecting groove 34, of the inner fixing tube 41, and the inner side wall of the outer sliding tube 42 is attached to the outer side wall of the inner fixing tube 41. The groove 411 that slides has been seted up to the lateral wall of interior fixed tube 41, and the inside wall fixedly connected with bulge loop 421 of the outer pipe 42 open end that slides, bulge loop 421 slide set up with slide in the groove 411.

Referring to fig. 5, a collection tank 342 is disposed in the collection tank 34, and the collection tank 342 has a cubic shape, is hollow inside, and has an upward opening. During desilting, pull outer slide pipe 42 and make its lower extreme extend to in the collecting box 342, silt in intercepting ditch 11 can be discharged into in the collecting box 342 through arranging silt mouth 111 and telescope tube 4. When silt in the collecting box 342 needs to be cleaned, the outer sliding pipe 42 is pushed to be collected on the inner fixing pipe 41, and the collecting box 342 is taken out to pour the silt out.

The implementation principle of an enclosure drainage structure in the embodiment of the application is as follows: in rainy days, water on the ground 1 in the enclosing wall flows into the intercepting ditch 11, silt carried in the water is precipitated at the bottom of the intercepting ditch 11, and upper clear water flows into the drainage tunnel 12 through the overflow weir 121 and is discharged through the diversion trench 13 to realize the drainage of the enclosing wall. When sediment deposited at the bottom of the intercepting ditch 11 needs to be cleaned, the motor 32 is started to drive the main gear 322 to rotate, the driven gear 311 is meshed with the main gear 322 and rotates to drive the screw 31 to rotate, the scraper 33 is in threaded fit with the screw 31 and slides in the intercepting ditch 11 to scrape the sediment deposited in the intercepting ditch 11 and discharge the sediment into the collecting tank 34 through the sediment discharge port 111, the sediment is intercepted and cleaned, the possibility of blocking of the drainage hole 12 is reduced, and the drainage effect of the drainage structure is ensured.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides an enclosure drainage structures, includes catch basin (11), drainage hole (12) and guiding gutter (13) that communicate in proper order, and wall body (2) inboard is located in catch basin (11), and wall body (2) bottom is located in drainage hole (12), and the wall body (2) outside, its characterized in that are located in guiding gutter (13): intercepting ditch (11) with the intercommunication position of drainage hole (12) is equipped with overflow weir (121), be equipped with desilting subassembly (3) in intercepting ditch (11), desilting subassembly (3) including rotate set up in screw rod (31), be used for the drive in intercepting ditch (11) screw rod (31) pivoted motor (32), slide set up in scraper blade (33) in intercepting ditch (11) and be used for collecting vat (34) of silt in intercepting ditch (11), scraper blade (33) all lateral walls with the inner wall laminating of intercepting ditch (11), screw rod (31) run through scraper blade (33) and with scraper blade (33) threaded connection, the tip of intercepting ditch (11) is equipped with row silt mouth (111), collecting vat (34) with arrange silt mouth (111) intercommunication.

2. A fence drainage structure as defined in claim 1 wherein: be equipped with protective housing (21) in wall body (2), be provided with protective housing (321) in protective housing (21), motor (32) install in protective housing (321), the output shaft of motor (32) is worn out protective housing (321) and fixedly connected with master gear (322), fixedly connected with is followed gear (311) on screw rod (31), master gear (322) are located be close to the oblique top of wall body (2) one side from gear (311), just master gear (322) with from gear (311) meshing.

3. A fence drainage structure as defined in claim 1 wherein: the bottom fixedly connected with of scraper blade (33) is transversal is right triangle's mud portion of scraping (331), the most advanced orientation of scraping mud portion (331) the direction of silt is scraped in scraper blade (33), just the bottom surface of scraping mud portion (331) with the interior bottom surface laminating of catch basin (11).

4. A fence drainage structure as defined in claim 1 wherein: the side wall of wall body (2) inboard has seted up spout (22), sliding connection has in spout (22) is used for sheltering from baffle (122) of drainage hole (12), one side of baffle (122) with the lateral wall laminating of overflow weir (121), the opposite side with the inside wall of catch basin (11) flushes.

5. An enclosure drainage structure as in claim 4 wherein: the outer side wall of the upper portion of the baffle plate (122) is fixedly connected with a poking block (23), the top surface of the baffle plate (122) is fixedly connected with a magnet (231), and the inner top surface of the sliding groove (22) is fixedly connected with a magnetic block (221) which is magnetically attracted with the magnet (231).

6. A fence drainage structure as defined in claim 1 wherein: the inner bottom surface of the drainage hole (12) is an inclined surface, and one end of the drainage hole close to the intercepting ditch (11) is a higher end.

7. A fence drainage structure as defined in claim 1 wherein: the opening position of the intercepting ditch (11) and the communication position of the drainage hole (12) and the diversion trench (13) are both provided with a rat-proof net (14).

8. A fence drainage structure as defined in claim 1 wherein: a collecting tank (342) is placed in the collecting tank (34), a telescopic sleeve (4) is obliquely arranged between the sludge discharge port (111) and the collecting tank (34), and the lower end of the telescopic sleeve (4) can extend into the collecting tank (342).

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