CN218608170U - Sedimentation tank device for precipitation in construction site - Google Patents

Abstract

The utility model relates to a building site precipitation field of deposiing provides sedimentation tank device for building site precipitation. Above-mentioned sedimentation tank device for building site precipitation includes sedimentation tank main part, support, separator, muddy water inlet tube, deposits back drain pipe and silt discharge pipe. The separator will the pond and the retaining discharge pond are got rid of for silt to the inside partition of sedimentation tank main part, muddy water by muddy water drain pipe gets into after sediment in the pond is got rid of to silt, water after the upper strata is depositd is crossed the separator overflows extremely the retaining discharge pond, by it discharges to deposit the back drain pipe. The support comprises a fixing frame, a rotating shaft and a fixing insertion plate, and the fixing insertion plate can rotate around the rotating shaft to a proper angle to be inserted into a non-hardened road surface. The utility model provides a sedimentation tank device for building site precipitation can deposit muddy water by oneself, and the clean water of discharge discharges the silt of sediment, can adjust the support according to the road surface condition of difference, is applicable to complicated building site environment.

Description

Sedimentation tank device for precipitation in construction site

Technical Field

The utility model relates to a building site precipitation field especially relates to sedimentation tank device for building site precipitation.

Background

At present, precipitation work is carried out on a precipitation well in a construction site after the precipitation well working procedure is carried out, and because a large amount of silt is carried by water pumped out by the precipitation well, if the silt is directly discharged, the pollutants can pollute soil and water sources. Traditional building site is unable discharges the silt of sediment by oneself with the sedimentation tank for precipitation, and the building site environment is complicated, has the uncertainty to the selection of building site is sedimentation tank position for precipitation, and current building site is unable for precipitation adapts to uneven non-hardened road surface, or unable adaptation hardened road surface and non-hardened road surface simultaneously.

SUMMERY OF THE UTILITY MODEL

In order to solve the above technical problem or at least partially solve the above technical problem, the present disclosure provides a sedimentation tank device for precipitation at a construction site, including a sedimentation tank main body, a support, a partition device, a muddy water inlet pipe, a post-sedimentation drain pipe, and a sediment discharge pipe; the support comprises four fixing frames, a rotating shaft and four fixing inserting plates, the rotating shaft is arranged on one side in the fixing frame, one end of each fixing inserting plate is triangular, the other end of each fixing inserting plate is rotatably connected with the rotating shaft and can rotate around the rotating shaft, and the four fixing frames are connected to four corners of the bottom of the sedimentation tank main body; the separation device is arranged inside the sedimentation tank main body and separates the interior of the sedimentation tank main body into a sediment removal tank and a water storage and discharge tank, and the top of the separation device is lower than that of the sedimentation tank main body; the muddy water inlet pipe and the sediment discharge pipe are both communicated with the sediment removal tank, and the water inlet of the muddy water inlet pipe is positioned above the sediment discharge pipe; and the settled drain pipe is communicated with the upper part of the water storage discharge pool.

Optionally, the separator includes baffle and waterlogging caused by excessive rainfall board, the baffle is vertical to be placed the inside of sedimentation tank main part, the top of baffle is less than the last edge of sedimentation tank main part, the waterlogging caused by excessive rainfall board level covers the top of retaining discharge pond, evenly distributed has many gaps on the waterlogging caused by excessive rainfall board.

Optionally, a handle is arranged on the draining board.

Optionally, a plurality of T-shaped grooves are arranged on the inner walls of the two sides of the sedimentation tank main body perpendicular to the partition plate at intervals from the top to the draining plate, and the T-shaped grooves are suitable for being connected with the draining plate in a sliding fit manner.

Optionally, the outside of sedimentation tank main part is provided with open closed secondary and deposits the access hole, the secondary deposits the access hole and is located the below of drain pipe behind the sediment.

Optionally, be equipped with the gate on the secondary deposits the inspection socket, the gate includes picture peg connection frame, picture peg and picture peg attacker, the picture peg connection frame is fixed on the secondary deposits the inspection socket, the picture peg activity is pegged graft in on the picture peg connection frame with but the secondary deposits the inspection socket switching cooperation, the picture peg attacker is the strip arch, sets up the center of picture peg.

Optionally, the upper parts of the two sides of the sedimentation tank main body parallel to the partition plate are fixedly connected with annular lifting lugs.

Optionally, a driving motor is fixedly installed outside the sedimentation tank main body and above the sediment discharge pipe; the bottom of the pool center department is got rid of to silt the baffle extremely the mouth of pipe of silt discharge pipe is provided with a silt and discharges the spiral, and silt discharge spiral pass through worm gear mechanism with the driving motor transmission is connected.

Optionally, the bottom of the silt removing pool is provided with two landslides, and the two landslides are respectively downwards inclined from the two side walls to the middle part of the silt removing pool perpendicular to the partition plate.

Compared with the prior art, the technical scheme provided by the embodiment of the disclosure has the following advantages:

according to the sedimentation device for the precipitation of the construction site, the four corners of the bottom of the sedimentation basin main body are connected with the four supporting seats, when the sedimentation basin is used, after the position of the sedimentation basin device is selected according to the location of a precipitation well and the construction site environment, if sedimentation work is selected to be carried out on a hardened pavement, the fixing inserting plates can be folded, and the fixing frame is used as the base to be erected on the hardened pavement; if the sedimentation work is selected to be carried out on the non-hardened pavement, the fixed inserting plate is inserted into the non-hardened pavement after rotating to a proper angle around the rotating shaft, so that the stability of the device can be effectively improved, and the damage to equipment and the environmental pollution to constructors caused by the overturning during the work can be avoided.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present disclosure and, together with the description, serve to explain the principles of the disclosure.

In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present disclosure, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

FIG. 1 is a block diagram of a sedimentation basin apparatus for precipitation at a construction site according to an embodiment of the present disclosure;

FIG. 2 is a block diagram of another aspect of a sedimentation basin apparatus for precipitation at a construction site according to an embodiment of the present disclosure;

FIG. 3 is a top view of a sedimentation basin apparatus for precipitation at a worksite according to an embodiment of the present disclosure;

FIG. 4 is a cross-sectional view of a sedimentation basin assembly for precipitation at a worksite according to an embodiment of the present disclosure;

FIG. 5 is a block diagram of a secondary sedimentation inspection port according to an embodiment of the disclosure;

FIG. 6 is a block diagram of a support according to an embodiment of the present disclosure;

FIG. 7 is a diagram illustrating a state of use of the stand according to an embodiment of the present disclosure;

wherein, 1, a sedimentation tank main body; 2. a support; 21. a fixed mount; 22. a rotating shaft; 23. fixing the inserting plate; 3. a partitioning means; 4. a muddy water inlet pipe; 5. a water discharge pipe after precipitation; 6. and a silt discharge pipe; 7. a partition plate; 8. a draining board; 9. a handle; 10. a T-shaped groove; 11. a secondary sedimentation inspection port; 12. the plug board is connected with the frame; 13. inserting plates; 14. and a plug board fastener; 15. lifting lugs; 16. a drive motor; 17. a silt discharge screw; 18. landslide; 19. fixing a bracket; 20 drive the motor support.

Detailed Description

In order that the above objects, features and advantages of the present disclosure may be more clearly understood, aspects of the present disclosure will be further described below. It should be noted that the embodiments and features of the embodiments of the present disclosure may be combined with each other without conflict.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present disclosure, but the present disclosure may be practiced in other ways than those described herein; it is to be understood that the embodiments disclosed in the specification are only a few embodiments of the present disclosure, and not all embodiments.

The settling device for precipitation at a construction site is described in detail by the following specific examples:

as shown in fig. 1 to 7, the settling device for precipitation at a construction site provided by the present embodiment comprises a settling pond body 1, a support 2, a partition device 3, a muddy water inlet pipe 4, a post-settling drain pipe 5 and a sediment discharge pipe 6; the support 2 comprises four fixing frames 21, four rotating shafts 22 and four fixing insertion plates 23, wherein the rotating shafts 22 are arranged on one side inside the fixing frames 21, one ends of the fixing insertion plates 23 are triangular, the other ends of the fixing insertion plates are rotatably connected with the rotating shafts 22 and can rotate around the rotating shafts 22, and the four fixing frames 21 are connected to four corners of the bottom of the sedimentation tank main body 1; the separation device 3 is arranged inside the sedimentation tank main body 1, the interior of the sedimentation tank main body 1 is separated into a sediment removal tank and a water storage and discharge tank, and the top of the separation device 3 is lower than the top of the sedimentation tank main body 1; the muddy water inlet pipe 4 and the sediment discharge pipe 6 are both communicated with the sediment removal tank, and the water inlet of the muddy water inlet pipe 4 is positioned above the sediment discharge pipe 6; the settled drain pipe 5 is communicated with the upper part of the water storage and discharge tank.

In an exemplary specific use, the position of the sedimentation device is firstly selected according to the location of the dewatering well and the environment of a construction site. If the precipitation work is selected to be carried out on the hardened pavement, the fixed inserting plate 23 is folded, the fixed inserting plate 21 is erected on the hardened pavement as a base, and after the fixed inserting plate 23 is folded, the fixed inserting plate 23 is required to be prevented from freely falling under the action of gravity, and a method for increasing the damping between the fixed inserting plate 23 and the rotating shaft 22 can be specifically adopted; if the precipitation work is selected to be performed on the non-hardened road surface, the fixed inserting plate 23 is opened and rotated to a proper angle around the rotating shaft 22, so that the fixed inserting plate 23 is inserted into the non-hardened road surface, and the stability of the device can be effectively improved. Then, the muddy water inlet pipe 4 is connected with a pumping pipe of a dewatering well, the settled drainage pipe 5 is connected with an external drainage pipe, and the sediment discharge pipe 6 is connected with an external sediment discharge pipe. After the precipitation well draws water, the muddy water that precipitation well was taken out gets into silt through muddy water inlet tube 4 and gets into the pond of getting rid of, under the action of gravity, silt can deposit and get rid of the bottom of the pool at silt, the upper strata obtains cleaner water, continue to let in muddy water constantly, the in-process that silt deposited in the muddy water, the surface of water also constantly risees, until surpassing after partitioning device 3, the water on upper strata spills over in the retaining discharge pond, the surface of water risees to sediment back drain pipe department in the retaining discharge pond, the rethread deposits back drain pipe 5 and discharges.

As shown in fig. 7, the end of the fixed inserting plate 23 away from the rotating shaft is triangular, and the sharp corner on the fixed inserting plate facilitates the insertion of the fixed inserting plate into the ground.

As shown in figure 1, the water inlet of the mud inlet pipe 4 is positioned above the sediment discharge pipe 6, mud water enters from the water inlet of the mud inlet pipe 4 above, sediment is discharged from the sediment discharge pipe 6 below after settling downwards, and operation of the sedimentation tank is facilitated.

Preferably, the inlet of the slurry inlet pipe 4 is not higher than the top of the partition means 3, so as to prevent the slurry water from overflowing to the impoundment and discharge tank because it has already passed the top of the partition means 3 without being settled after entering the silt removing tank.

As shown in fig. 1, the drain pipe 5 is communicated with the upper part of the water storage and discharge pool after sedimentation, and after the water after sedimentation overflows to the water storage and discharge pool from the sediment removal pool, if the water level does not exceed the drain pipe 5 after sedimentation, secondary sedimentation can be carried out again, so that the discharged water is cleaner.

Preferably, the settled water drain pipe 5 does not exceed the top of the separation device 3, so that the settled water is prevented from being discharged in time and flowing back to the silt removal tank.

In some embodiments, the muddy water inlet pipe 4 is fixed by a plurality of fixing brackets 19, the position of the water inlet of the muddy water inlet pipe 4 is high, and the muddy water inlet pipe 4 leaves a space for the driving motor 17, which may have a bend, requiring a plurality of fixing brackets 19 to support and fix.

As shown in fig. 4, the partition device 3 comprises a partition plate 7 and a draining plate 8, the partition plate 7 is vertically placed inside the sedimentation tank main body 1, and the top end of the partition plate 7 is lower than the upper edge of the sedimentation tank main body 1, so that the settled water on the upper layer of the sediment removal tank can overflow to the water storage and discharge tank. The draining board 8 level covers the top of the impoundment discharging pool, and a plurality of gaps are uniformly distributed on the draining board 8 to prevent the mud water from entering the impoundment discharging pool due to the large volume and light weight. Of course, it should be noted that in other embodiments, a gauze can be arranged on the top of the water storage and discharge tank, as long as the effect of filtering the impurities which do not precipitate can be achieved

Preferably, the one side that the draining board 8 is close to the settling pond main part 1 top side flushes with the top of baffle 7 to the draining board 8 produces the difference in height with the baffle 7 top, leads to on the impurity that does not precipitate can't get rid of the pond surface of water along with rivers to the draining board 8, floats on the sediment on the contrary, influences the precipitation effect.

As shown in fig. 4, a plurality of T-shaped grooves 10 are arranged on the inner walls of two sides of the sedimentation tank body 1 perpendicular to the partition plate 7 at intervals from the top to the draining plate 8, and the plurality of T-shaped grooves 10 are suitable for being connected with the draining plate 8 in a sliding fit manner. The draining board 8 can be dismantled promptly, has made things convenient for the washing of draining board 8, simultaneously, owing to there is the secondary phenomenon of deposiing in the retaining discharge pond, the easy deposit silt of bottom surface, for guaranteeing to deposit the clean of back drain pipe 5 drainage, should regularly clean the bottom surface that the retaining discharged the pond, the draining board can be dismantled and also made things convenient for clean retaining to discharge the pond. The draining board 8 is provided with a handle 9, so that the draining board 8 can be conveniently taken and placed when the draining board 8 is detached.

As shown in fig. 2, an openable and closable secondary sedimentation inspection port 11 is provided on the outside of the sedimentation basin body 1, and the secondary sedimentation inspection port 11 is located below the post-sedimentation drain pipe 5. Because there is the secondary sedimentation phenomenon in the impoundment discharge tank, the easy sediment silt in bottom sets up open closed secondary sedimentation inspection socket 11 in the outside of impoundment discharge tank, and the condition is piled up to convenient regular inspection impoundment discharge tank bottom silt, in time clean impoundment discharge tank.

Preferably, the secondary sedimentation inspection port 11 is provided near the bottom, which is the most effective inspection because of the accumulation of silt at the bottom.

As shown in fig. 5, a gate is arranged on the secondary sedimentation inspection opening 11, and the gate comprises a plug board connecting frame 12, a plug board 13 and a plug board fastener 14. The inserting plate connecting frame 12 is fixed on the secondary sedimentation inspection opening 11, so that the position of the secondary sedimentation inspection opening 11 is conveniently positioned; the inserting plate 13 is movably inserted on the inserting plate connecting frame 12 to be matched with the secondary sedimentation inspection opening 11 in an opening and closing manner, and the inserting plate 13 is pulled out, namely the secondary sedimentation inspection opening 11 is opened; the inserting plate fastener 14 is a strip-shaped bulge and is arranged in the center of the inserting plate 13, and the inserting plate fastener 14 is pushed up and down by fingers, so that the inserting plate 13 can be conveniently pulled out and inserted.

As shown in fig. 4, the upper parts of the two sides of the main body 1 of the sedimentation tank, which are parallel to the partition plate 7, are fixedly connected with annular lifting lugs 15, which can be connected by bolts. When the lifting is carried out, the hanging strip can be directly hung above the lifting eye 15 for convenient lifting. Of course, it should be noted that, in other embodiments, the lifting lugs 15 may also be disposed at the upper positions of two sides of the sedimentation tank main body 1 perpendicular to the partition plate 7, as long as the effect of convenient lifting can be achieved.

As shown in fig. 1 and 3, a driving motor 16 is fixedly arranged on the outer side of the sedimentation tank main body 1 and above the sediment discharge pipe 6; a silt discharging spiral 17 is arranged at the center of the bottom of the silt removing pool from the partition plate 7 to the silt discharging pipe 6, and the silt discharging spiral 17 is in transmission connection with a driving motor 16 through a worm and gear mechanism. Drive silt through driving motor 16 and discharge spiral 17 and rotate, discharge silt from silt discharge pipe 6, avoid silt to pile up and influence the effect of deposiing. Through discharging silt spiral 17 and setting up the mouth of pipe by baffle 7 to silt discharge pipe 6, the area of coverage is big, arranges husky efficient, can get rid of the silt of bottom of the pool portion and fully discharge sediment to sediment.

As shown in fig. 4, two landslides 18 are arranged at the bottom of the silt removing pool, and the two landslides 18 are respectively inclined downwards from the two side walls of the silt removing pool, which are vertical to the partition plate 7, to the middle part. When the silt is sedimented, the sedimented silt can be guided to the position of the silt discharging screw 17 through the two landslides 18. On one hand, the silt discharge screw 17 rotates to discharge silt from the silt discharge pipe 6; on the other hand, two landslides 18 can play the guide effect to silt after deposiing, prevent that silt from piling up and getting rid of the bottom in the pond at silt, difficult clearance.

It is noted that, in this document, relational terms such as "first" and "second," and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a … …" does not exclude the presence of another identical element in a process, method, article, or apparatus that comprises the element.

The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (9)

1. The sedimentation tank device for precipitation in a construction site is characterized by comprising a sedimentation tank main body (1), a support (2), a separation device (3), a muddy water inlet pipe (4), a post-sedimentation drainage pipe (5) and a sediment discharge pipe (6); the support (2) comprises fixing frames (21), rotating shafts (22) and fixing insertion plates (23), wherein the rotating shafts (22) are arranged on one side of the inside of the fixing frames (21), one ends of the fixing insertion plates (23) are triangular, the other ends of the fixing insertion plates are rotatably connected with the rotating shafts (22) and can rotate around the rotating shafts (22), the number of the support (2) is four, and the four fixing frames (21) are connected to four corners of the bottom of the sedimentation tank main body (1); the separation device (3) is arranged inside the sedimentation tank main body (1) and separates the interior of the sedimentation tank main body (1) into a sediment removal tank and a water storage and discharge tank, and the top of the separation device (3) is lower than that of the sedimentation tank main body (1); the muddy water inlet pipe (4) and the sediment discharge pipe (6) are communicated with the sediment removal tank, and a water inlet of the muddy water inlet pipe (4) is positioned above the sediment discharge pipe (6); the settled drain pipe (5) is communicated with the upper part of the water storage and discharge pool.

2. The sedimentation tank device for precipitation at a construction site as claimed in claim 1, wherein the partition means (3) comprises a partition plate (7) and a draining plate (8), the partition plate (7) is vertically placed inside the sedimentation tank body (1), the top end of the partition plate (7) is lower than the upper edge of the sedimentation tank body (1), the draining plate (8) horizontally covers the top of the impoundment and discharge tank, and a plurality of slits are uniformly distributed on the draining plate (8).

3. Sedimentation tank arrangement for precipitation at a construction site according to claim 2, characterized in that the draining board (8) is provided with a handle (9).

4. The sedimentation tank device for precipitation at a construction site as claimed in claim 2, wherein a plurality of T-shaped grooves (10) are arranged on the inner walls of the sedimentation tank body (1) at two perpendicular sides of the partition plate (7) at intervals from the top to the draining plate (8), and the plurality of T-shaped grooves (10) are adapted to be connected with the draining plate (8) in a sliding fit manner.

5. The sedimentation tank device for precipitation at a construction site as claimed in claim 1, wherein an openable and closable secondary sedimentation inspection port (11) is provided on an outer side of the sedimentation tank main body (1), the secondary sedimentation inspection port (11) being located below the post-sedimentation drainage pipe (5).

6. The sedimentation tank device for precipitation in construction site according to claim 5, wherein a gate is arranged on the secondary precipitation inspection opening (11), the gate comprises a gate connection frame (12), a gate board (13) and a gate board fastener (14), the gate board connection frame (12) is fixed on the secondary precipitation inspection opening (11), the gate board (13) is movably inserted into the gate board connection frame (12) to be matched with the secondary precipitation inspection opening (11) in a switching manner, and the gate board fastener (14) is a strip-shaped protrusion and is arranged at the center of the gate board (13).

7. The sedimentation tank device for precipitation at a construction site as claimed in claim 2, wherein the annular lifting lugs (15) are fixedly connected to the upper parts of both sides of the sedimentation tank main body (1) parallel to the partition plate (7).

8. A sedimentation tank arrangement for precipitation at a construction site as claimed in any one of claims 1 to 7, characterised in that a drive motor (16) is fixedly mounted on the outside of the sedimentation tank body (1) above the silt discharge pipe (6); the bottom of the pool center department is got rid of to silt remove by separator (3) extremely the mouth of pipe of silt discharge pipe (6) is provided with a silt and discharges spiral (17), and silt discharge spiral (17) through worm gear mechanism with driving motor (16) transmission is connected.

9. The sedimentation tank device for precipitation at a construction site as claimed in claim 2, wherein two landslides (18) are provided at the bottom of the silt removing tank, and the two landslides (18) are inclined downward from the side walls at both sides of the silt removing tank perpendicular to the partition plate (7) to the middle, respectively.

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