CN116791649A - Novel precipitation construction device and construction method thereof - Google Patents

Novel precipitation construction device and construction method thereof Download PDF

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Publication number
CN116791649A
CN116791649A CN202310803968.7A CN202310803968A CN116791649A CN 116791649 A CN116791649 A CN 116791649A CN 202310803968 A CN202310803968 A CN 202310803968A CN 116791649 A CN116791649 A CN 116791649A
Authority
CN
China
Prior art keywords
sleeve
pipe
secondary pipe
construction device
clamping plates
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.)
Pending
Application number
CN202310803968.7A
Other languages
Chinese (zh)
Inventor
王海龙
王培建
安建松
乌云达来
孙宇航
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING CHONGJIAN ENGINEERING CO LTD
China 22MCC Group Corp Ltd
Original Assignee
BEIJING CHONGJIAN ENGINEERING CO LTD
China 22MCC Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING CHONGJIAN ENGINEERING CO LTD, China 22MCC Group Corp Ltd filed Critical BEIJING CHONGJIAN ENGINEERING CO LTD
Priority to CN202310803968.7A priority Critical patent/CN116791649A/en
Publication of CN116791649A publication Critical patent/CN116791649A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/10Restraining of underground water by lowering level of ground water
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D35/00Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
    • B01D35/02Filters adapted for location in special places, e.g. pipe-lines, pumps, stop-cocks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Health & Medical Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Public Health (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)

Abstract

The application relates to a novel precipitation construction device, which belongs to the technical field of building construction and comprises a sleeve, a secondary pipe and a rubber piston, wherein the sleeve, the secondary pipe and the rubber piston are all provided with a plurality of secondary pipes, the secondary pipe is arranged in the sleeve, the secondary pipe and the sleeve are the same in length direction, the secondary pipe is in sliding connection with the sleeve, the rubber piston is fixed on the outer wall of the secondary pipe, the rubber piston is abutted to the inner wall of the sleeve, the rubber piston is in sliding connection with the sleeve, both ends of the secondary pipe in the length direction are open, a filtering hole is formed in the sleeve, and a vacuum pump is arranged at one end of a soil layer outside the secondary pipe.

Description

Novel precipitation construction device and construction method thereof
Technical Field
The application relates to the technical field of building construction, in particular to a novel precipitation construction device and a construction method thereof.
Background
As people live and develop faster and faster, more and more construction is performed, and precipitation construction is usually carried out in the construction process.
The method for precipitation construction is usually vacuum light well point precipitation, and the vacuum light well point precipitation is high in pertinence, low in cost, good in precipitation effect and low in cost, but the precipitation construction method is only suitable for sand layer soil precipitation construction at present, and as precipitation is carried out, a water pumping pipe is not contacted with the water surface, water pumping is stopped, and the precipitation effect is poor for the soil with a plurality of water layers or water-resisting layers.
In view of the above-mentioned related art, the inventors consider that vacuum light well-point precipitation is not suitable for precipitation of a plurality of water layers, and have the defect of poor precipitation effect.
Disclosure of Invention
In order to achieve the effect of improving the precipitation effect, the application provides a novel precipitation construction device and a construction method thereof.
In a first aspect, the present application provides a novel precipitation construction device, which adopts the following technical scheme:
the utility model provides a novel precipitation construction device, including sleeve pipe, secondary pipe and rubber piston, sleeve pipe, secondary pipe and rubber piston all are provided with a plurality ofly, and the sleeve pipe is placed in to the secondary pipe, and secondary pipe and sheathed tube length direction are the same, secondary pipe and sleeve pipe sliding connection, and rubber piston is fixed on secondary pipe outer wall, rubber piston and sleeve pipe inner wall butt, rubber piston and sleeve pipe sliding connection, and the both ends of secondary pipe length direction all open, have seted up the filtration pore on the sleeve pipe, and the vacuum pump is installed in the one end of secondary pipe outer earth leakage layer.
Through adopting above-mentioned technical scheme, when needs precipitation, insert the sleeve pipe in the soil layer, water can get into from the filtration pore, reentrant secondary pipe, start the vacuum pump, take out water, at the in-process of drawing water, the surface of water can reduce, when the secondary pipe breaks away from the surface of water, under atmospheric pressure's effect, can promote the rubber buffer, push the secondary pipe to with the surface of water contact, continue to carry out the precipitation, the effect that the precipitation was interrupted can not appear, until the precipitation when to required construction height, stop the vacuum pump, reach the effect that improves the precipitation effect.
Optionally, a plurality of filtering holes are formed, and the plurality of filtering holes are arranged along the length direction of the sleeve.
Through adopting above-mentioned technical scheme, the filtration pore sets up along sleeve pipe length direction to guarantee the reduction of surface of water, water can follow lower filtration pore entering, is favorable to the normal clear of precipitation, reaches the effect that improves the precipitation effect.
Optionally, tee bend connector is installed to secondary pipe installation vacuum pump one end, is provided with on a plurality of tee bend connectors and is responsible for, is responsible for and passes a plurality of tee bend connectors simultaneously, is responsible for, tee bend connector and secondary pipe all want to lead to.
Through adopting above-mentioned technical scheme, the setting of tee bend connector and the setting of being responsible for link together all secondary pipes, can accomplish with a vacuum pump and draw water, avoided using a large amount of vacuum pumps, reach convenient and fast's effect.
Optionally, be provided with the hose between tee bend connector and the secondary pipe, hose one end and secondary pipe fixed connection, hose other end and tee bend connector fixed connection, hose and secondary pipe and tee bend connector all communicate with each other.
Through adopting above-mentioned technical scheme, the setting of hose is connected secondary pipe and tee bend connector to at the in-process of precipitation, the position of secondary pipe can slide, and the hose does benefit to the slip of secondary pipe, reaches the effect of connecting secondary pipe and tee bend connector.
Optionally, the three-way connection head is provided with two grip blocks in a sliding way, when the dewatering construction device is used, the two grip blocks are tightly abutted with corresponding sleeves, and the sleeves are arranged between the two grip blocks.
Through adopting above-mentioned technical scheme, the setting of grip block presss from both sides on the sleeve pipe to fixed tee bend connector, just also fixed the person in charge, reached the effect of fixed person in charge.
Optionally, two be provided with the threaded rod on the grip block, the threaded rod passes two grip blocks simultaneously, and equal threaded connection of threaded rod and two grip blocks, and threaded rod both ends screw thread revolves to opposite.
Through adopting above-mentioned technical scheme, when needing to be fixed to be responsible for, place the sleeve pipe between rather than two grip blocks that correspond, rotate the threaded rod, two grip blocks are close to each other, until two grip blocks and sleeve pipe closely butt, fix the tee junction head to be responsible for fixedly, reach the effect of fixed being responsible for.
Optionally, be fixed with the connecting block on the three-way connection head, be provided with the connecting rod on a plurality of connecting blocks, the connecting rod passes the polylith connecting block simultaneously, equal sliding connection of connecting rod and polylith connecting block.
Through adopting above-mentioned technical scheme, the setting of connecting rod links together a plurality of connecting blocks, and the connecting block is fixed on the tee junction connector to make the connection between a plurality of tee junction connectors more firm, reach the effect of increasing connection stability between a plurality of tee junction connectors.
Optionally, the connecting block is provided with the reinforcement piece in a sliding way, has offered the fixed slot on the sleeve pipe, when using precipitation construction device, when two grip blocks clamp sleeve pipe, consolidate the piece part and inlay in the fixed slot, connecting rod and polylith consolidate the equal inseparable butt of piece this moment.
Through adopting above-mentioned technical scheme, consolidate the piece and inlay in the fixed slot, consolidate the piece and connect with the connecting block, the connecting block is fixed on the tee junction connector to make the connection between tee junction connector and the sleeve pipe more firm, when connecting a plurality of tee junction connectors are connected to the connecting rod, with consolidate the piece ejecting, inlay in the fixed slot, make the connection between tee junction connector and the sleeve pipe more firm, reach the effect of increasing connection stability between tee junction connector and the sleeve pipe.
Optionally, the inside spring that is provided with of connecting block, spring one end and connecting block fixed connection, spring other end and reinforcement piece fixed connection, when connecting rod and reinforcement piece closely butt, the spring is in tensile state, and when the connecting rod breaks away from the connecting block, the spring is in natural state, and the reinforcement piece breaks away from the fixed slot completely.
Through adopting above-mentioned technical scheme, when needs are fixed three-way connection head on the sleeve pipe, when needs are demolishd three-way connection head from the sleeve pipe, sliding connection pole, with the connecting rod roll-off, break away from all three-way connection heads, under the effect of spring, will consolidate the piece and pull back to the connecting block in, avoid sliding again consolidate the piece, reach convenient and fast's effect.
In a second aspect, the application provides a construction method of a novel precipitation construction device, which adopts the following technical scheme:
the construction method of the novel precipitation construction device comprises the following steps:
s1, inserting a sleeve into the soil layer, and enabling the three-way connector to correspond to the sleeve;
s2, screwing the threaded rod until the two clamping plates clamp the sleeve;
s3, enabling the connecting rod to simultaneously penetrate through the plurality of connecting blocks;
s4, connecting the vacuum pump on the main pipe, and starting the vacuum pump to carry out precipitation.
Through adopting above-mentioned technical scheme, when needs carry out the precipitation, the secondary pipe can slide for secondary pipe opening one end is arranged in water all the time, thereby the precipitation can not break, reaches the effect that improves the precipitation effect.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the sleeve, the secondary pipe, the rubber piston and the filter holes are arranged to achieve the effect of improving the dewatering effect;
2. the three-way connector, the main pipe and the spring are arranged, so that the effect of convenience and rapidness is achieved;
3. the hose is arranged to achieve the effect of connecting the secondary pipe and the three-way connector;
4. the clamping plate and the threaded rod are arranged to achieve the effect of fixing the main pipe;
5. the connecting blocks and the connecting rods are arranged, so that the effect of increasing the connection stability among the three-way connectors is achieved;
6. the setting of strengthening piece and fixed slot reaches the effect that increases the connection stability between tee bend connector and the sleeve pipe.
Drawings
FIG. 1 is a schematic overall structure of an embodiment of the present application;
fig. 2 is a schematic view showing the structure of the inside of the connection block.
Reference numerals illustrate: 1. a sleeve; 2. a secondary pipe; 21. a three-way connector; 22. a main pipe; 23. a hose; 24. a clamping plate; 25. a threaded rod; 3. a rubber piston; 4. filtering holes; 5. a connecting block; 6. a connecting rod; 7. a reinforcing block; 8. a fixing groove; 9. and (3) a spring.
Detailed Description
The application is described in further detail below with reference to fig. 1-2.
The embodiment of the application discloses a novel precipitation construction device.
Referring to fig. 1, a novel precipitation construction device comprises a sleeve 1, a secondary pipe 2 and a rubber piston 3, wherein the sleeve 1 is used for a water inlet device, and the secondary pipe 2 and the rubber piston 3 are jointly used for improving precipitation effect.
Referring to fig. 1, a plurality of sleeves 1, secondary pipes 2 and rubber pistons 3 are all provided, and the sleeves 1, the secondary pipes 2 and the rubber pistons 3 are uniformly and correspondingly arranged, the length direction of the sleeves 1 is vertical to the ground, the sleeves 1 are inserted into soil layers, a plurality of filter holes 4 are formed in the side walls of the sleeves 1, the filter holes 4 are arranged at equal intervals along the length direction of the sleeves 1, the length direction of a connecting line of the centers of the filter holes 4 is identical to the length direction of the sleeves 1, the length direction of the secondary pipes 2 is identical to the length direction of the sleeves 1, scales are arranged on the secondary pipes 2, the secondary pipes 2 are embedded in the sleeves 1, the secondary pipes 2 slide in the sleeves 1, the sliding directions are arranged along the length direction of the sleeves 1, and two ends of the length direction of the secondary pipes 2 are all open.
The rubber piston 3 is fixed on the secondary pipe 2 in a ring sleeve manner, the rubber piston 3 is completely abutted against the inner wall of the sleeve 1, the rubber piston 3 seals the gap between the sleeve 1 and the secondary pipe 2, the rubber piston 3 is in sliding connection with the sleeve 1, the sliding direction is set along the length direction of the sleeve 1, when precipitation is needed, the sleeve 1 is inserted into a soil layer, a vacuum pump is connected with the secondary pipe 2, the vacuum pump is started, water enters from the filter hole 4 and then enters the secondary pipe 2, so that the water is discharged, the water level becomes low in the precipitation process, when the secondary pipe 2 is not contacted with the water level, the rubber piston 3 is pushed under the action of atmospheric pressure, so that the secondary pipe 2 is pushed until the secondary pipe 2 is embedded in the water, precipitation is continued, the change of scales of the sleeve 1 can be observed, so that whether the precipitation reaches the construction requirement is known, when the precipitation reaches the construction requirement, the vacuum pump is closed, and the precipitation is stopped.
Referring to fig. 1 and 2, one end of the secondary pipe 2 far away from the water surface is provided with a hose 23, one end of the hose 23 and one end of the secondary pipe 2 far away from the water surface are fixedly connected, the other end of the hose 23 is fixedly provided with a three-way connector 21, the three-way connectors 21, the hose 23 and the secondary pipe 2 are all communicated, a plurality of three-way connectors 21 are provided with a main pipe 22, the main pipe 22 simultaneously passes through the plurality of three-way connectors 21, the main pipe 22, the three-way connectors 21 and the secondary pipe 2 are all communicated, a vacuum pump is arranged at one end of the main pipe 22, and when precipitation construction is needed, the vacuum pump is started, and the vacuum pump simultaneously pumps water to the plurality of secondary pipes 2.
Referring to fig. 1 and 2, the three-way connector 21 is fixed with the connecting block 5, the side of connecting block 5 and three-way connector 21 is perpendicular, and connecting block 5 is the rectangle piece, is provided with connecting rod 6 on a plurality of connecting blocks 5, and the length direction of connecting rod 6 is the same with the length direction of being responsible for 22, and connecting rod 6 passes a plurality of connecting blocks 5 simultaneously, and equal sliding connection of connecting rod 6 and a plurality of connecting block 5, the slip direction sets up along connecting rod 6 length direction.
The inside spring 9 that is provided with of connecting block 5, the length direction of spring 9 is perpendicular with the length direction of connecting rod 6, spring 9 one end and connecting block 5 bottom fixed connection, the spring 9 other end is fixed with consolidates piece 7, consolidate piece 7 and connecting block 5 sliding connection with the length direction of spring 9 the same, the slip direction sets up along spring 9 length direction, fixed slot 8 has been seted up on the sleeve pipe 1 outer wall, consolidate piece 7 inlays in fixed slot 8, when needs use precipitation to apply the frock, connecting rod 6 passes a plurality of connecting blocks 5 simultaneously, connecting rod 6 and consolidate piece 7 and the fixed one end of spring 9 closely connect, spring 9 is in tensile state this moment, consolidate piece 7 is kept away from the one end of spring 9 and is inlayed in fixed slot 8, when not using precipitation construction equipment, pull out connecting rod 6, connecting rod 6 breaks away from a plurality of connecting blocks 5 completely, spring 9 resumes to natural state, consolidate piece 7 is arranged in connecting block 5 completely, connecting rod 6 one end is coniform.
Referring to fig. 1 and 2, two clamping plates 24 are disposed on the three-way connector 21, the two clamping plates 24 are disposed opposite to each other, the connecting block 5 is disposed between the two clamping plates 24, the two clamping plates 24 are perpendicular to the connecting rod 6, the two clamping plates 24 and the three-way connector 21 are slidably connected, the sliding direction is set along the length direction of the connecting rod 6, the sleeve 1 is disposed between the two clamping plates 24, a threaded rod 25 is disposed on the two clamping plates 24, the threaded rod 25 penetrates through the two clamping plates 24, the threaded rod 25 and the two clamping plates 24 are in threaded connection, threads at two ends of the threaded rod 25 are opposite in direction, when the device is used for precipitation, the threaded rod 25 is rotated, the two clamping plates 24 are close to each other, and the sleeve 1 is clamped.
The embodiment of the application also discloses a construction method of the novel precipitation construction device, which comprises the following steps:
s1, referring to FIG. 1, the sleeve 1 is inserted into the soil layer, the three-way connector 21 corresponds to the sleeve 1, and the sleeve 1 is placed between two clamping plates 24 corresponding to the three-way connector 21.
S2, referring to FIG. 1, the threaded rod 25 is screwed until the two clamping plates 24 clamp the sleeve 1.
S3, referring to fig. 1 and 2, one end of the connecting pipe pointed cone simultaneously passes through all the connecting blocks 5, and the three-way connecting head 21 is further fixed.
S4, referring to fig. 1 and 2, the main pipe 22 is installed to penetrate through all the three-way connectors 21, then the vacuum pump is connected to the main pipe 22, the vacuum pump is started to carry out precipitation, the change of scales on the secondary pipe 2 is observed, and the vacuum pump is stopped until the precipitation meets the construction requirement.
The embodiments of the present application are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in this way, therefore: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.

Claims (10)

1. Novel precipitation construction device is characterized in that: including sleeve pipe (1), secondary pipe (2) and rubber piston (3), sleeve pipe (1), secondary pipe (2) and rubber piston (3) all are provided with a plurality ofly, sleeve pipe (1) is inside to be arranged in to secondary pipe (2), the length direction of secondary pipe (2) and sleeve pipe (1) is the same, secondary pipe (2) and sleeve pipe (1) sliding connection, rubber piston (3) are fixed on secondary pipe (2) outer wall, rubber piston (3) and sleeve pipe (1) inner wall butt, rubber piston (3) and sleeve pipe (1) sliding connection, the both ends of secondary pipe (2) length direction all open, filtration pore (4) have been seted up on sleeve pipe (1), the one end at secondary pipe (2) outer leakage soil layer is installed to the vacuum pump.
2. The novel precipitation construction device according to claim 1, wherein: the filter holes (4) are formed in a plurality of ways, and the filter holes (4) are arranged along the length direction of the sleeve (1).
3. The novel precipitation construction device according to claim 1, wherein: the vacuum pump is characterized in that one end of the secondary pipe (2) is provided with a three-way connector (21), a plurality of three-way connectors (21) are provided with a main pipe (22), the main pipe (22) simultaneously penetrates through the plurality of three-way connectors (21), and the main pipe (22), the three-way connectors (21) and the secondary pipe (2) all want to be communicated.
4. A novel precipitation construction device according to claim 3, wherein: a hose (23) is arranged between the tee joint connector (21) and the secondary pipe (2), one end of the hose (23) is fixedly connected with the secondary pipe (2), the other end of the hose (23) is fixedly connected with the tee joint connector (21), and the hose (23) is communicated with the secondary pipe (2) and the tee joint connector (21).
5. A novel precipitation construction device according to claim 3, wherein: two clamping plates (24) are slidably arranged on the three-way connector (21), when the dewatering construction device is used, the two clamping plates (24) are tightly abutted with corresponding sleeves (1), and the sleeves (1) are arranged between the two clamping plates (24).
6. The novel precipitation construction device according to claim 5, wherein: the two clamping plates (24) are provided with threaded rods (25), the threaded rods (25) penetrate through the two clamping plates (24) simultaneously, the threaded rods (25) are in threaded connection with the two clamping plates (24), and threads at two ends of the threaded rods (25) are opposite in screwing direction.
7. A novel precipitation construction device according to claim 3, wherein: the three-way connecting head (21) is fixedly provided with connecting blocks (5), the connecting blocks (5) are provided with connecting rods (6), the connecting rods (6) penetrate through the connecting blocks (5) simultaneously, and the connecting rods (6) and the connecting blocks (5) are in sliding connection.
8. The novel precipitation construction device according to claim 7, wherein: the connecting block (5) is provided with a reinforcing block (7) in a sliding manner, the sleeve (1) is provided with a fixing groove (8), when the sleeve (1) is clamped by two clamping plates (24) through the precipitation construction device, the reinforcing block (7) is partially embedded in the fixing groove (8), and the connecting rod (6) and the reinforcing blocks (7) are in tight butt joint.
9. The novel precipitation construction device according to claim 8, wherein: the connecting block (5) is internally provided with a spring (9), one end of the spring (9) is fixedly connected with the connecting block (5), the other end of the spring (9) is fixedly connected with the reinforcing block (7), when the connecting rod (6) is tightly abutted with the reinforcing block (7), the spring (9) is in a stretching state, when the connecting rod (6) is separated from the connecting block (5), the spring (9) is in a natural state, and the reinforcing block (7) is completely separated from the fixing groove (8).
10. The construction method of the novel precipitation construction device is characterized by comprising the following steps of: the method comprises the following steps:
s1, inserting a sleeve (1) into the soil layer, and enabling a three-way connector (21) to correspond to the sleeve (1);
s2, screwing the threaded rod (25) until the two clamping plates (24) clamp the sleeve (1);
s3, enabling the connecting rod (6) to simultaneously penetrate through the plurality of connecting blocks (5);
s4, connecting a vacuum pump on the main pipe (22), and starting the vacuum pump to carry out precipitation.
CN202310803968.7A 2023-06-30 2023-06-30 Novel precipitation construction device and construction method thereof Pending CN116791649A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310803968.7A CN116791649A (en) 2023-06-30 2023-06-30 Novel precipitation construction device and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310803968.7A CN116791649A (en) 2023-06-30 2023-06-30 Novel precipitation construction device and construction method thereof

Publications (1)

Publication Number Publication Date
CN116791649A true CN116791649A (en) 2023-09-22

Family

ID=88036336

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310803968.7A Pending CN116791649A (en) 2023-06-30 2023-06-30 Novel precipitation construction device and construction method thereof

Country Status (1)

Country Link
CN (1) CN116791649A (en)

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