CN112031044B - Basement emergency anti-floating structure and construction method thereof - Google Patents
Basement emergency anti-floating structure and construction method thereof Download PDFInfo
- Publication number
- CN112031044B CN112031044B CN202010825041.XA CN202010825041A CN112031044B CN 112031044 B CN112031044 B CN 112031044B CN 202010825041 A CN202010825041 A CN 202010825041A CN 112031044 B CN112031044 B CN 112031044B
- Authority
- CN
- China
- Prior art keywords
- pipe
- water inlet
- basement
- water
- arc
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F9/00—Arrangements or fixed installations methods or devices for cleaning or clearing sewer pipes, e.g. by flushing
- E03F9/002—Cleaning sewer pipes by mechanical means
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The application relates to a basement emergency anti-floating structure and a construction method thereof, wherein the basement emergency anti-floating structure comprises a precipitation well, a water storage tank and a water inlet pipe, the water inlet pipe is arranged right below a basement, the water inlet pipe is provided with a water inlet hole, the end part of the water inlet pipe is communicated with a sedimentation pipe, one end of the sedimentation pipe is communicated with the water inlet pipe, the other end of the sedimentation pipe extends downwards in a vertical direction, and one end of the sedimentation pipe, which is far away from the water inlet pipe, is provided with a filter box; the outer side wall of one end of the sedimentation pipe, which is far away from the water inlet pipe, is communicated with a connecting pipe; a water pump is arranged in the water storage tank and is connected with a drain pipe; the construction method comprises the following steps: digging a water storage pool and a precipitation well; installing a water pump and burying a drain pipe; embedding a connecting pipe, a settling pipe and a cleaning pipe in sequence; installing the filter box at the bottom of the settling pipe, and enabling one end of the pull rope to be connected with the filter box and the other end of the pull rope to extend to the basement from the cleaning pipe and be connected with the winding drum; the water inlet pipe is embedded, and the support rod is inserted into the base layer. This application has and improves the unable smooth and easy discharge of groundwater, and then improves the anti effect of floating of basement.
Description
Technical Field
The application relates to the field of anti-floating construction of buildings, in particular to an emergency anti-floating structure of a basement and a construction method thereof.
Background
At present, basements are widely applied in society, the height of the ground of a room, which is lower than the ground level of the outdoor space, exceeds one half of the net height of the room, anti-floating measures are required in the construction of the basements, and the basements are mainly used for reducing the situation that the whole basements float due to the buoyancy of underground water.
The existing basement anti-floating system based on low-level curtain and water pumping and pressure reduction comprises a precipitation well mechanism and a horizontal curtain, wherein the precipitation well mechanism comprises a precipitation well, a water storage pool, a water suction pump and a water level sensor, the precipitation well is arranged on a basement bottom plate at the periphery of a basement, a well mouth of the precipitation well is directly communicated with the ground, a well bottom of the precipitation well extends into the lower part of the basement bottom plate, the water storage pool is arranged below the basement bottom plate and communicated with the precipitation well, the water suction pump and the water level sensor are arranged in the water storage pool, the water level sensor is connected with the water suction pump, and the horizontal curtain is arranged below the basement bottom plate.
According to the related technology, the inventor thinks that the underground water carries sediment, and the sediment is easy to accumulate in the dewatering well and the water storage tank after entering the dewatering well and the water storage tank, so that the underground water cannot be smoothly discharged, and the anti-floating effect is influenced.
Disclosure of Invention
In order to improve the problem that underground water cannot be smoothly discharged and further improve the anti-floating effect of the basement, the application provides an emergency anti-floating structure of the basement and a construction method of the emergency anti-floating structure.
In a first aspect, the application provides an emergency anti-floating structure for a basement and a construction method thereof, which adopt the following technical scheme:
an emergency anti-floating structure of a basement comprises a precipitation well, a water storage tank and a water inlet pipe, wherein the water inlet pipe is arranged right below the basement, the water inlet pipe is provided with a water inlet hole, the end part of the water inlet pipe is communicated with a sedimentation pipe, one end of the sedimentation pipe is communicated with the water inlet pipe, the other end of the sedimentation pipe extends downwards in a vertical direction, and one end of the sedimentation pipe, which is far away from the water inlet pipe, is provided with a filter box; the outer side wall of one end of the settling tube, which is far away from the water inlet pipe, is communicated with a connecting pipe, one end of the connecting pipe, which is far away from the settling tube, is communicated with the water storage tank, and the side wall of the filter box corresponds to the position, communicated with the settling tube, of the connecting pipe; a water suction pump is arranged in the water storage tank and connected with a water drainage pipe, and one end of the water drainage pipe, which is far away from the water suction pump, extends upwards in a vertical direction; the dewatering well is communicated with the water storage pool.
Through adopting above-mentioned technical scheme, groundwater gets into from the inlet opening that sets up at the inlet tube, then arrange groundwater into through the inlet tube in the sedimentation pipe, then the basement can fall on in the rose box, in the filter reentrant connecting tube of process rose box, fall into the storage tank at last and accomplish the collection, this process groundwater filters the subsidiary earth of groundwater because of having passed through the rose box, thereby make the water that enters into the storage tank cleaner, improve the effect of drawing water of suction pump, and then improve the anti floating effect of basement.
Preferably, the method further comprises the following steps: a first clearance mechanism for being directed at earth to in the rose box clears up, first clearance mechanism includes: locate the clearance pipe and the drive at sedimentation pipe top the first drive assembly that the rose box removed towards the direction of clearance pipe, the one end that the sedimentation pipe was kept away from to the clearance pipe is vertical upwards to extend and be used for communicateing in the basement.
By adopting the technical scheme, the first cleaning mechanism is arranged, so that impurities filtered out in the filter box can be cleaned, and the efficiency of draining underground water is ensured; when needing the clearance, remove towards the direction of clearance pipe through first drive assembly drive rose box to can accomplish the clearance to the rose box.
Preferably, the first drive assembly comprises: stay cord, receipts reel and the first driving piece of the rolling axle pivoted of drive receipts reel, the winding reel is used for setting up the mouth of pipe position that is close to the clearance pipe in the basement, the one end and the rose box of stay cord are connected, the other end is around locating the receipts reel.
By adopting the technical scheme, when the filter box needs to be driven to move towards the direction of the cleaning pipe, the first driving piece is started to drive the winding shaft of the winding drum to rotate, so that the pull rope is wound, and the filter box is driven to move vertically upwards; starting the first driving piece to drive the winding shaft of the winding drum to rotate in the opposite direction, so that the pull rope is unwound, and then the pull rope moves towards the bottom of the settling tube through the gravity of the filter box; the operation is simple.
Preferably, the side wall of the settling tube is provided with an accommodating groove, the accommodating groove is positioned on one side of the connecting tube, which is far away from the bottom of the settling tube, the top of the accommodating groove is provided with a sliding hole, and one end, which is far away from the accommodating groove, of the sliding hole extends upwards vertically and is used for being communicated with the basement; be equipped with in the holding tank and float the seat, the downthehole slip type of sliding installs the sign pole, the one end of sign pole is connected in floating seat, the other end and is extended the hole of sliding.
Through adopting above-mentioned technical scheme, through being provided with floating seat and sign pole for a certain amount is piled up to earth when the rose box in, makes back in groundwater inflow holding tank, and then makes floating seat come up, and then the effect of accessible sign pole reminds and need clear up the rose box, makes the clearance to the rose box hold more accurately constantly.
Preferably, a balancing weight is arranged at the bottom of the filtering box.
Through adopting above-mentioned technical scheme, thereby it is more smooth and easy when making the rose box remove the bottom of settling leg through being provided with the balancing weight.
Preferably, the method further comprises the following steps: a support assembly for supporting a water inlet pipe, the support assembly comprising: the bottom butt of inlet tube in the intrados of arc backplate, the one end of bracing piece is connected in the extrados of arc backplate, the other end is used for inserting in the basal layer.
Through adopting above-mentioned technical scheme, through being provided with supporting component, insert the bracing piece in the basal layer to make the inlet tube butt at the intrados of arc backplate, thereby can improve the stability of inlet tube.
Preferably, be equipped with in the arc backplate and be used for clearing up the second clearance mechanism of silt in the inlet pipe, second clearance mechanism includes: the board is accepted to the arc, the arc is accepted the one end of board and is articulated in the intake pipe one end, the other end that are close to the sedimentation pipe extend towards the length direction of intake pipe, the arc is accepted the bottom in the intake pipe of extrados butt of board, second clearance mechanism still includes: and the second driving component is used for driving the arc-shaped bearing plate to rotate.
By adopting the technical scheme, when the soil falling on the bottom of the water inlet pipe needs to be cleaned, the arc-shaped bearing plate is driven to rotate repeatedly by the second driving assembly, so that the soil positioned on the arc-shaped bearing plate slides towards the direction of the sedimentation pipe until the soil slides into the sedimentation pipe until the soil falls into the filter box; the cleaning operation is simple.
Preferably, the arc backplate is kept away from the arc and is accepted the one end position of board and be equipped with the mounting groove, second drive assembly includes: the connecting block, a sliding block which is rotatably arranged on the screw rod and is in threaded arrangement with the screw rod and a second driving piece for driving the screw rod to rotate, wherein the screw rod extends towards the length direction of the water inlet pipe, and a first inclined plane is arranged on one side, facing the water inlet pipe, of the sliding block; one end of the connecting block penetrates through the water inlet pipe and is arranged on the arc-shaped bearing plate in a sliding manner, and the other end of the connecting block is provided with a second inclined surface which is abutted to the first inclined surface; the first inclined surface is inclined from top to bottom in the axial direction of the screw.
Through adopting above-mentioned technical scheme, when needs drive arc accept the board and rotate, the accessible starts the second driving piece, and drive screw rotates for the sliding block slides, and the first inclined plane of rethread and the cooperation each other on second inclined plane make the connecting block move towards vertical direction, and because the connecting block accepts the board sliding connection with the arc, thereby can drive the arc and accept the board rotation.
Preferably, the extrados face of board is accepted to the arc is equipped with the groove of sliding, the groove of sliding is accepted the length direction extension of board towards the arc, the inslot that slides is equipped with the slider, the one end that the sliding block was kept away from to the connecting block articulates in the slider.
Through adopting above-mentioned technical scheme, thereby slide in the groove of sliding through the slider and make the connecting block when moving towards vertical direction, can guarantee that the arc accepts the board and rotates, and rotate more stably.
In a second aspect, the application provides a construction method of an emergency anti-floating structure of a basement, which adopts the following technical scheme:
a construction method of a basement emergency anti-floating structure is based on the basement emergency anti-floating structure and comprises the following steps:
the method comprises the following steps: digging a water storage pool and a dewatering well, and communicating the dewatering well with the water storage pool;
step two: installing a water pump, embedding a drain pipe, and connecting the drain pipe with a water outlet of the water pump;
step three: embedding a connecting pipe, a settling pipe and a cleaning pipe in sequence;
step four: installing the filter box at the bottom of the settling tube, enabling one end of the pull rope to be connected with the filter box, enabling the other end of the pull rope to extend to the basement from the cleaning tube and be connected to the winding drum, and then connecting the first driving piece with the winding drum;
step five: the water inlet pipe is embedded, and the support rod is inserted into the base layer.
Through adopting above-mentioned technical scheme, can enter into the inlet pipe with the groundwater that is located the basement bottom from the inlet opening that sets up at the drain pipe, flow into again after that and subside intraductally, filter out through the filter piece earth in the groundwater of rose box, the rethread connecting pipe flows into and collects in the water storage tank, gets rid of through the suction pump at last, this process is because of filtering the earth in the groundwater, the improvement is with groundwater exhaust smooth and easy degree, improves basement anti superficial effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the underground water enters from a water inlet hole arranged on the water inlet pipe, then is discharged into the settling pipe through the water inlet pipe, then falls into the filter box, is filtered by the filter box and then enters into the connecting pipe, and finally falls into the water storage tank to be collected, and in the process, the underground water filters soil attached to the underground water through the filter box, so that the water entering the water storage tank is cleaner, the water pumping effect of the water pump is improved, and the anti-floating effect of the basement is further improved;
2. the first cleaning mechanism is arranged, so that impurities filtered out in the filter box can be cleaned, and the efficiency of draining underground water is ensured; when the filter box needs to be cleaned, the filter box is driven by the first driving assembly to move towards the cleaning pipe, so that the filter box can be cleaned;
3. by arranging the floating seat and the identification rod, after a certain amount of soil in the filter box is accumulated, underground water flows into the accommodating tank, the floating seat floats upwards, the filter box is reminded of needing to be cleaned under the action of the identification rod, and the cleaning of the filter box is more accurate at all times;
4. when the soil falling on the bottom of the water inlet pipe needs to be cleaned, the arc-shaped bearing plate is driven to rotate repeatedly through the second driving assembly, so that the soil on the arc-shaped bearing plate slides towards the direction of the sedimentation pipe until the soil slides into the sedimentation pipe until the soil falls into the filter box; the cleaning operation is simple.
Drawings
Fig. 1 is a schematic view of the overall structure of the invention of the present application.
Fig. 2 is a partially enlarged view of a in fig. 1.
Fig. 3 is a partially enlarged view of B in fig. 1.
Fig. 4 is a partially enlarged view of C in fig. 1.
Fig. 5 is a sectional view of the structure of the water inlet pipe according to the invention of the present application.
Description of reference numerals: 1. dewatering wells; 2. a water storage tank; 21. a water pump; 22. a drain pipe; 3. a connecting pipe; 4. a settling tube; 41. a filter box; 411. a balancing weight; 412. a ball bearing; 42. accommodating grooves; 43. a sliding hole; 44. a floating seat; 45. an identification rod; 46. pulling a rope; 47. winding the roll; 48. a first driving member; 49. a position avoiding groove; 5. cleaning the pipe; 6. a water inlet pipe; 61. an arc-shaped guard plate; 611. mounting grooves; 612. connecting blocks; 613. a screw; 614. a sliding block; 615. a second driving member; 616. a first inclined surface; 617. a second inclined surface; 62. a support bar; 63. an arc-shaped bearing plate; 631. a sliding groove; 632. a slider; 64. a water inlet hole; 101. a base layer; 102. a basement is provided.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses emergent anti structure of floating of basement. Referring to fig. 1, the anti-floating structure comprises a precipitation well 1, a water storage tank 2, a sedimentation pipe 4 and a water inlet pipe 6, wherein one end of the precipitation well 1 is communicated with the interior of the water storage tank 2, and the other end of the precipitation well extends upwards vertically until extending out of a base layer 101; a water pump 21 is fixedly arranged in the water storage tank 2, a water drainage pipe 22 is fixedly arranged in the base layer 101, one end of the water drainage pipe 22 extends into the water storage tank 2 and is communicated with a water outlet of the water pump 21, and the other end of the water drainage pipe extends upwards to form the base layer 101.
One end of the water storage pool 2 far away from the precipitation well 1 is connected with a connecting pipe 3, and the connecting pipe 3 extends towards the horizontal direction; the sedimentation pipe 4 extends towards the vertical direction, the sedimentation pipe 4 is arranged at one end of the connecting pipe 3 far away from the water storage tank 2, and the connecting pipe 3 is communicated with the position of the outer side wall of the sedimentation pipe 4 close to the bottom; the inlet pipe 6 is buried in the base layer 101 right below the basement 102, the inlet pipe 6 extends towards the horizontal direction, one end of the inlet pipe 6 is communicated with one end of the sedimentation pipe 4 far away from the connecting pipe 3, and the other end is arranged in a sealing mode.
Referring to fig. 1 and 2, water inlet holes 64 are formed in one side of the water inlet pipe 6 close to the basement 102 at equal intervals along the length direction of the water inlet pipe 6, and the diameter of each water inlet hole 64 is gradually reduced from the outer side wall of the water inlet pipe 6 to the inner side wall of the water inlet pipe 6, so that the groundwater can more smoothly flow into the water inlet pipe 6.
Referring to fig. 1, one end of the settling tube 4 close to the connecting tube 3 is provided with a filter tank 41, the upper part of the filter tank 41 is open, the side wall of the filter tank 41 is provided with filter holes, the height of the side wall of the filter tank 41 is larger than the distance between the pipe orifice of the connecting tube 3 and the bottom of the settling tube 4, so that the groundwater entering the settling tube 4 can be filtered.
The side wall of the settling tube 4 close to the tube opening of the connecting tube 3 is provided with an accommodating groove 42, the height between the lowest position of the accommodating groove 42 and the tube bottom of the settling tube 4 is greater than the height between the top of the connecting tube 3 and the tube bottom of the settling tube 4, the top of the accommodating groove 42 is provided with a sliding hole 43, the sliding hole 43 extends towards the vertical direction, and one end of the sliding hole 43, which is far away from the accommodating groove 42, extends out of the basement 102; a floating seat 44 is arranged in the accommodating groove 42, an identification rod 45 is fixed on the floating seat 44, the identification rod 45 is slidably mounted in the sliding hole 43, and one end of the identification rod 45, which is far away from the floating seat 44, extends out of the basement 102; therefore, when the soil in the filter box 41 is accumulated to a sufficient height to allow the groundwater to flow into the accommodating groove 42, the floating seat 44 is floated, and the accumulated amount in the filter box 41 can be determined by the movement of the portion of the indication rod 45 protruding out of the basement 102.
Anti structure of floating still includes first clearance mechanism, and first clearance mechanism is including clearance pipe 5 and first drive assembly, and first drive assembly includes stay cord 46, a winding drum 47 and first driving piece 48, and clearance pipe 5 extends towards vertical direction, and the pipe diameter of clearance pipe 5 equals with the pipe diameter of settling leg 4, and the one end of clearance pipe 5 and settling leg 4 keep away from the one end intercommunication of connecting pipe 3, the bottom that the basement 102 upwards extends towards vertical with the other end.
One end of the pull rope 46 is fixedly connected to the filter box 41, the other end of the pull rope extends vertically upwards and extends out of the cleaning pipe 5, the winding drum 47 is fixedly installed at the position, close to the pipe orifice of the cleaning pipe 5, of the basement 102, and one end of the pull rope 46 extending out of the cleaning pipe 5 is fixedly installed on the winding shaft of the winding drum 47; first driving piece 48 is the motor, and the output shaft of first driving piece 48 and the rolling axle fixed connection of winding reel 47 to when first driving piece 48 drive winding reel 47's rolling axle rotated, can roll up stay cord 46, and then drive rose box 41 and remove towards the length direction of clearance pipe 5, until removing to the mouth of pipe department of clearance pipe 5, can clear up the earth in the rose box 41.
Referring to fig. 3, the outer side wall of the filter box 41 is rotatably provided with balls 412 at equal intervals in the height direction, and the balls 412 abut against the inner wall of the settling tube 4, so that the filter box 41 slides more smoothly in the settling tube 4.
The bottom of the box of the filter box 41 is fixed with a balancing weight 411, the bottom of the settling tube 4 is provided with a avoiding groove 49, and the balancing weight 411 is installed in the avoiding groove 49 in a clamping manner, so that the filter box 41 moves vertically downwards more smoothly.
Referring to fig. 1, the anti-floating structure further comprises a support assembly, the support assembly comprises an arc-shaped protection plate 61 and a support rod 62, the arc-shaped protection plate 61 extends towards the length direction of the water inlet pipe 6, the bottommost part of the water inlet pipe 6 abuts against the inner arc surface of the arc-shaped protection plate 61, the support rod 62 is installed on the outer arc surface of the arc-shaped protection plate 61 at equal intervals towards the length direction of the arc-shaped protection plate 61, and one end, far away from the arc-shaped protection plate 61, of the support rod 62 is used for being inserted into the base layer 101; thereby achieving an improved stability of the inlet pipe 6.
Be provided with the clean mechanism of second in the arc backplate 61, the clean mechanism of second includes that the arc accepts board 63 and second drive assembly, and the arc is accepted board 63 and is extended towards the length direction of inlet tube 6, and the arc accepts the outer cambered surface butt of board 63 at the bottommost of the inside wall of inlet tube 6, and the arc is accepted the one end that board 63 is close to sedimentation pipe 4 and is articulated at the tip of inlet tube 6.
Referring to fig. 4 and 5, the second driving assembly includes a connecting block 612, a screw rod 613, a sliding block 614 and a second driving member 615, wherein an installation groove 611 is formed in the inner arc surface of the arc-shaped protection plate 61 and at a position away from one end of the hinged joint of the arc-shaped receiving plate 63, the screw rod 613 extends in the length direction of the water inlet pipe 6, opposite ends of the screw rod 613 are rotatably installed in the installation groove 611, and the sliding block 614 is threadedly installed on the screw rod 613; the second driving element 615 is a motor, and an output shaft of the second driving element 615 is fixedly connected with the screw 613; one end of the connecting block 612 vertically penetrates upwards into the water inlet pipe 6, the other end of the connecting block is arranged opposite to the sliding block 614, the end face of the upward end of the sliding block 614 is provided with a first inclined face 616, the end face of the connecting block 612 close to one end of the sliding block 614 is provided with a second inclined face 617, the first inclined face 616 is abutted against the second inclined face 617, and the first inclined face 616 inclines downwards from top to bottom along the axial direction of the screw 613; therefore, when the sliding block 614 moves along the length direction of the screw 613, the connecting block 612 can be driven to move towards the vertical direction.
The arc is accepted the extrados of board 63 and is kept away from the one end of articulated department and be equipped with the groove 631 that slides, and the length direction that board 63 was accepted to the groove 631 that slides extends towards the arc, and slider 632 is installed to the sliding formula in the groove 631 that slides, and the one end that second inclined plane 617 was kept away from to connecting block 612 articulates at slider 632 to make connecting block 612 accept the rotation of board 63 towards the in-process drive arc of vertical direction removal.
The implementation principle of the emergency anti-floating structure of the basement 102 in the embodiment of the application is as follows: the underground water enters from a water inlet hole arranged on the water inlet pipe 6, then is discharged into the sedimentation pipe 4 through the water inlet pipe 6, then the basement 102 falls into the filter tank 41, enters the connecting pipe 3 after being filtered by the filter tank 41, and finally falls into the water storage tank 2 to be collected, and in the process, the underground water filters soil attached to the underground water through the filter tank 41, so that the water entering the water storage tank 2 is cleaner, the water pumping effect of the water pump 21 is improved, and the anti-floating effect of the basement 102 is further improved; when the marking rod 45 moves towards the vertical direction, the first driving piece 48 is started to roll the pull rope 46, and then the filter box 41 is driven to move towards the pipe opening of the cleaning pipe 5, so that the soil in the filter box 41 can be cleaned; after a period of time, the second driving element 615 is started to drive the screw 613 to rotate, so that the connecting block 612 is driven to move towards the vertical direction, and then the arc-shaped bearing plate 63 is driven to rotate; the rotation direction is continuously changed by the driving screw 613, so that the arc-shaped receiving plate 63 can be driven to rotate back and forth, and the soil falling on the arc-shaped receiving plate 63 can slide into the sedimentation pipe 4, thereby cleaning the water inlet pipe 6.
The embodiment of the application further discloses a construction method of the emergency anti-floating structure of the basement. The construction method comprises the following steps:
s1: digging a water storage pool 2 and a precipitation well 1, and communicating the precipitation well 1 with the water storage pool 2;
s2: installing a water pump 21 in the water storage tank 2, burying a drain pipe 22, and enabling one end of the drain pipe 22 to be connected with a water outlet of the water pump 21 and the other end to extend out of the base layer 101;
s3: the connecting pipe 3, the settling pipe 4 and the cleaning pipe 5 are sequentially embedded, a sliding hole 43 is dug, a pipeline is fixed in the sliding hole 43, the marking rod 45 penetrates through the sliding hole 43, and the marking rod 45 is fixed with the floating seat 44 after extending into the accommodating groove 42;
s4: the filter box 41 is installed at the bottom of the settling pipe 4, one end of the pull rope 46 is connected with the filter box 41, the other end of the pull rope extends from the cleaning pipe 5 to the basement 102 and is connected with the winding drum 47, and then the first driving piece 48 is connected with the winding drum 47;
s5: water inlet pipe 6 is buried and support rod 62 is inserted into base layer 101.
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 (6)
1. The emergency anti-floating structure of the basement is characterized by comprising a precipitation well (1), a water storage tank (2) and a water inlet pipe (6), wherein the water inlet pipe (6) is arranged right below the basement (102), the water inlet pipe (6) is provided with a water inlet hole (64), the end part of the water inlet pipe (6) is communicated with a sedimentation pipe (4), one end of the sedimentation pipe (4) is communicated with the water inlet pipe (6), the other end of the sedimentation pipe extends downwards in a vertical direction, and one end, far away from the water inlet pipe (6), of the sedimentation pipe (4) is provided with a filter box (41); the outer side wall of one end, far away from the water inlet pipe (6), of the sedimentation pipe (4) is communicated with a connecting pipe (3), one end, far away from the sedimentation pipe (4), of the connecting pipe (3) is communicated with the water storage tank (2), and the side wall of the filter box (41) corresponds to the position, communicated with the sedimentation pipe (4), of the connecting pipe (3); a water suction pump (21) is arranged in the water storage tank (2), the water suction pump (21) is connected with a water drainage pipe (22), and one end, far away from the water suction pump (21), of the water drainage pipe (22) extends upwards in a vertical direction; the dewatering well (1) is communicated with the water storage pool (2);
further comprising: a first clearance mechanism for being directed at earth in to rose box (41) clears up, first clearance mechanism includes: the cleaning device comprises a cleaning pipe (5) arranged at the top of the settling pipe (4) and a first driving assembly for driving the filter box (41) to move towards the cleaning pipe (5), wherein one end, far away from the settling pipe (4), of the cleaning pipe (5) extends upwards vertically and is used for being communicated with the basement (102);
the first drive assembly includes: the device comprises a pull rope (46), a winding drum (47) and a first driving piece (48) for driving a winding shaft of the winding drum (47) to rotate, wherein the winding drum (47) is arranged at a position, close to a pipe opening of the cleaning pipe (5), of the basement (102), one end of the pull rope (46) is connected with a filter box (41), and the other end of the pull rope is wound on the winding drum (47);
further comprising: support assembly for supporting a water inlet pipe (6), the support assembly comprising: the bottom of the water inlet pipe (6) is abutted to the inner arc surface of the arc-shaped protection plate (61), one end of the support rod (62) is connected to the outer arc surface of the arc-shaped protection plate (61), and the other end of the support rod is inserted into the base layer (101);
be equipped with in arc backplate (61) and be used for clearing up the second clearance mechanism of silt in inlet tube (6), second clearance mechanism includes: the arc accepts board (63), the arc accepts the one end of board (63) and articulates in inlet tube (6) and is close to one end, the other end of sedimentation pipe (4) and extends towards the length direction of inlet tube (6), the arc accepts the bottom of extrados butt in inlet tube (6) of board (63), second clearance mechanism still includes: and the second driving component is used for driving the arc-shaped bearing plate (63) to rotate.
2. The emergency anti-floating structure of the basement according to claim 1, wherein the side wall of the settling pipe (4) is provided with a receiving groove (42), the receiving groove (42) is located on one side of the bottom of the connecting pipe (3) far away from the settling pipe (4), the top of the receiving groove (42) is provided with a sliding hole (43), one end of the sliding hole (43) far away from the receiving groove (42) extends upwards vertically and is used for being communicated with the basement (102); be equipped with in holding tank (42) and float seat (44), sign pole (45) are installed to the sliding type in hole (43) that slides, the one end of sign pole (45) is connected in and is floated seat (44), the other end and extends sliding hole (43).
3. The emergency anti-floating structure of the basement according to claim 2, wherein a counterweight (411) is arranged at the bottom of the filter box (41).
4. The emergency anti-floating structure of the basement according to claim 1, wherein an installation groove (611) is formed at an end position of the arc-shaped protection plate (61) far away from the arc-shaped receiving plate (63), and the second driving assembly comprises: the water inlet pipe comprises a connecting block (612), a sliding block (614) which is rotatably arranged on a screw rod (613), is in threaded arrangement with the screw rod (613), and a second driving piece (615) for driving the screw rod (613) to rotate, wherein the screw rod (613) extends towards the length direction of the water inlet pipe (6), and a first inclined surface (616) is arranged on one side, facing the water inlet pipe (6), of the sliding block (614); one end of the connecting block (612) penetrates through the water inlet pipe (6) and is mounted on the arc-shaped bearing plate (63) in a sliding manner, and the other end of the connecting block is provided with a second inclined surface (617) which is abutted to the first inclined surface (616); the first inclined surface (616) is inclined from the top to the bottom in the axial direction of the screw (613).
5. The emergency anti-floating structure for the basement according to claim 4, wherein the outer arc surface of the arc-shaped receiving plate (63) is provided with a sliding groove (631), the sliding groove (631) extends in the length direction of the arc-shaped receiving plate (63), a sliding block (632) is arranged in the sliding groove (631), and one end of the connecting block (612) far away from the sliding block (614) is hinged to the sliding block (632).
6. A construction method of a basement emergency anti-floating structure is characterized in that based on the basement emergency anti-floating structure of any one of claims 4-5, the construction method comprises the following steps:
the method comprises the following steps: a water storage pool (2) and a precipitation well (1) are dug, and the precipitation well (1) is communicated with the water storage pool (2);
step two: installing a water suction pump (21), burying a drain pipe (22) to enable the drain pipe (22) to be connected with a water outlet of the water suction pump (21);
step three: a connecting pipe (3), a settling pipe (4) and a cleaning pipe (5) are embedded in sequence;
step four: the filter box (41) is arranged at the bottom of the settling pipe (4), one end of the pull rope (46) is connected with the filter box (41), the other end of the pull rope extends to the basement (102) from the cleaning pipe (5) and is connected with the winding drum (47), and then the first driving piece (48) is connected with the winding drum (47);
step five: the water inlet pipe (6) is embedded, and the support rod (62) is inserted into the base layer (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010825041.XA CN112031044B (en) | 2020-08-17 | 2020-08-17 | Basement emergency anti-floating structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010825041.XA CN112031044B (en) | 2020-08-17 | 2020-08-17 | Basement emergency anti-floating structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112031044A CN112031044A (en) | 2020-12-04 |
| CN112031044B true CN112031044B (en) | 2021-12-03 |
Family
ID=73577939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010825041.XA Active CN112031044B (en) | 2020-08-17 | 2020-08-17 | Basement emergency anti-floating structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112031044B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202148B (en) * | 2021-05-10 | 2023-01-17 | 四川省建筑科学研究院有限公司 | Basement water conservancy diversion pressure limiting structure |
| CN113931210B (en) * | 2021-11-03 | 2022-07-05 | 江苏润扬建设工程集团有限公司 | Anti-floating drainage structure of basement relief well and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20120614U1 (en) * | 2001-12-18 | 2002-04-11 | Lange, Rolf-Gerhard, Dipl.-Ing., 26919 Brake | Odor filter for waste water sewerage |
| CN208266937U (en) * | 2018-05-11 | 2018-12-21 | 深圳市佰邦建筑设计顾问有限公司 | A kind of basement anti-floating system |
| CN110409253A (en) * | 2019-08-09 | 2019-11-05 | 余姚心智新能源科技有限公司 | It is a kind of with the rainwater gutter that function is collected by filtration |
| CN210013227U (en) * | 2019-04-15 | 2020-02-04 | 武汉和创建筑工程设计有限公司 | Drainage device capable of effectively reducing anti-floating design water level of basement |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005438B (en) * | 2019-12-27 | 2021-01-08 | 厦门龙起建设工程有限公司 | Municipal drainage system |
-
2020
- 2020-08-17 CN CN202010825041.XA patent/CN112031044B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20120614U1 (en) * | 2001-12-18 | 2002-04-11 | Lange, Rolf-Gerhard, Dipl.-Ing., 26919 Brake | Odor filter for waste water sewerage |
| CN208266937U (en) * | 2018-05-11 | 2018-12-21 | 深圳市佰邦建筑设计顾问有限公司 | A kind of basement anti-floating system |
| CN210013227U (en) * | 2019-04-15 | 2020-02-04 | 武汉和创建筑工程设计有限公司 | Drainage device capable of effectively reducing anti-floating design water level of basement |
| CN110409253A (en) * | 2019-08-09 | 2019-11-05 | 余姚心智新能源科技有限公司 | It is a kind of with the rainwater gutter that function is collected by filtration |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112031044A (en) | 2020-12-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112031044B (en) | Basement emergency anti-floating structure and construction method thereof | |
| CN111945761B (en) | Soft soil foundation treatment device and using method thereof | |
| KR101033859B1 (en) | Contaminated rainwater separable reservoir | |
| CN211395714U (en) | Novel building foundation pit drainage structure | |
| CN211257032U (en) | Drainage structures falls in foundation ditch | |
| CN212452545U (en) | Hydrology monitoring facilities river course floater automatic clear equipment | |
| CN216877994U (en) | Deep foundation pit drainage and sedimentation device | |
| CN112227392A (en) | Device for reducing underground water level | |
| CN208251127U (en) | A kind of construction drainage of foundation pit device | |
| CN214005711U (en) | Mobilizable environment-friendly building drainage device | |
| CN212818612U (en) | Sewage treatment plant is used in construction of ultra-deep foundation ditch | |
| CN214423531U (en) | Rain sewage discharge pipeline | |
| CN112832291A (en) | Inspection well and construction method thereof | |
| CN207891998U (en) | United villa subsurface stormwater concentrates discharge structure | |
| CN221072692U (en) | Deep foundation pit pumping device | |
| CN219840111U (en) | Drainage device for deep foundation pit of building construction | |
| CN219315777U (en) | Centralized drainage equipment for foundation pit | |
| CN219862905U (en) | Sump pit device of deep basal pit | |
| CN217460645U (en) | Water collecting and draining structure for deep foundation pit | |
| CN218327042U (en) | Detect environment of sewage and manage device | |
| CN219909025U (en) | Drainage structure for foundation pit construction of building engineering | |
| CN117488851A (en) | Portable water collecting and draining device for deep foundation pit | |
| CN220666244U (en) | Foundation pit protection mechanism for rapid drainage | |
| CN218089036U (en) | Underground floating oil collecting device | |
| CN216865109U (en) | Tumbler water collecting well for vacuum preloading foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |