CN215482874U - Water conservancy picture peg stake of building water conservancy construction - Google Patents

Water conservancy picture peg stake of building water conservancy construction Download PDF

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Publication number
CN215482874U
CN215482874U CN202120964062.XU CN202120964062U CN215482874U CN 215482874 U CN215482874 U CN 215482874U CN 202120964062 U CN202120964062 U CN 202120964062U CN 215482874 U CN215482874 U CN 215482874U
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CN
China
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water conservancy
sheet pile
picture peg
water
holes
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Expired - Fee Related
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CN202120964062.XU
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Chinese (zh)
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黄丽兰
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Individual
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Individual
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • Y02A20/208Off-grid powered water treatment

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model discloses a water conservancy inserting sheet pile for building water conservancy construction, which comprises: the water conservancy sheet pile comprises a water conservancy sheet pile body, wherein a high-pressure water channel is formed in the water conservancy sheet pile body, mud discharge pipes are formed in two sides of the high-pressure water channel, submersible pumps are arranged on the inner lower sides of the two groups of mud discharge pipes, an ejector is arranged at the bottom of the water conservancy sheet pile body, and a sewage pool is arranged on the side edge of the ejector; and the inserting rod device is fixedly arranged at the lower side of the water conservancy inserting plate pile main body. This water conservancy picture peg stake of building water conservancy construction, the inside high-pressure liquid of high pressure water channel enters into the inside of strikeing the pipe to wash out in the impact hole of strikeing the socle portion, strike the work of stirring to the inside silt of effluent water sump, make the sediment silt of the inside bottom of effluent water sump strike, and through the immersible pump, sewage carries out discharge work through the mud discharge pipe, avoids silt deposit in the effluent water sump bottom, and the condition that blocks up the effluent water sump takes place.

Description

Water conservancy picture peg stake of building water conservancy construction
Technical Field
The utility model relates to the field of water conservancy construction equipment, in particular to a water conservancy inserting plate pile for building water conservancy construction.
Background
At present, during the construction of water conservancy projects, the mounting position of the joint surface of a water conservancy inserting plate pile is required to be accurate, and the original geology, stratum and landform are also required not to be damaged, but when high-pressure slurry or high-pressure water is used for driving the water conservancy inserting plate pile into a through hole in the middle of the water conservancy inserting plate pile in the construction process of the existing water conservancy inserting plate pile, the water carries silt to flow back upwards along the periphery of the inserting plate pile until the water conservancy inserting plate pile is mounted at a specified position, so that the original stratum and the landform around the water conservancy inserting plate pile can be damaged, and the water conservancy inserting plate pile is fixed in the silt accumulated in rivers, seawater and the like, so that a large amount of time and money are wasted; although current water conservancy picture peg stake can discharge sewage through the mud discharge pipe of water under high pressure both sides, at the discharge process, the sewage of storing in the effluent water sump is smugglied silt secretly, forms easily and deposits, and the time has been prolonged the effluent water sump and has been blocked, not only can not play the effect that the effluent water sump stored sewage, but also can not discharge silt, has destroyed original geology, stratum and landform around the water conservancy picture peg stake.
In order to solve the above-mentioned defects, through searching, the utility model with the bulletin number of CN205421302U discloses a water conservancy inserting sheet pile, which proposes that "the motor 9 is controlled to start working by controlling the operation table 15 in the operation room 14 on the ground, so as to drive the impeller 11 and the rotating shaft 10 to rotate, the helical blade 12 wound on the rotating shaft 10 starts to rotate under the driving of the rotating shaft 10, so as to stir the silt in the sewage tank 6, and the silt in the sewage tank 6 is discharged through the mud discharge pipe 3 under the driving of the rotating helical blade 12 and the action of the submersible pump 4; and the sediment is prevented from depositing at the bottom of the sewage tank 6 to block the sewage tank 6. "
The motor and the impeller work underground for a long time, are easy to damage, are troublesome to replace and have high additional installation cost.
In view of the above, the present invention has been made in view of the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a water conservancy inserting plate pile for building water conservancy construction, which aims to overcome the defects in the background technology.
In order to realize above-mentioned purpose, provide a water conservancy picture peg stake of building water conservancy construction, include:
the water conservancy sheet pile comprises a water conservancy sheet pile body, wherein a high-pressure water channel is formed in the water conservancy sheet pile body, mud discharge pipes are formed in two sides of the high-pressure water channel, submersible pumps are arranged on the inner lower sides of the two groups of mud discharge pipes, an ejector is arranged at the bottom of the water conservancy sheet pile body, and a sewage pool is arranged on the side edge of the ejector;
the inserting device is fixedly arranged on the lower side of the main body of the water conservancy sheet pile and consists of a tip plate and an inserting body;
the upper end of the impact pipe is communicated with the high-pressure water channel, the lower end of the impact pipe extends into the sewage pool, and the bottom of the high-pressure water channel is provided with a high-pressure water jet hole;
and the filtering device is arranged at the bottom of the slurry discharge pipe and is arranged in the sewage tank.
Preferably, the high-pressure water injection hole comprises a bottom plate and a plurality of groups of holes, the surface of the bottom plate is uniformly provided with the holes, and the section of each hole is in a dovetail shape.
Preferably, insert the borer device and include the pointed end board and insert the borer body, and the section of pointed end board sets up for isosceles triangle, and the borer body is inserted in the bottom both sides of pointed end board all welding simultaneously.
Preferably, the impact pipe comprises a vertical pipe, a horizontal pipe, impact holes and a sealing structure, a plurality of groups of impact holes are uniformly formed in the bottom of the horizontal pipe, the section of each impact hole is in a dovetail shape, the vertical pipe and the horizontal pipe are fixedly arranged, and the angle between the vertical pipe and the horizontal pipe is 90 degrees.
Preferably, seal structure includes guide bar, positioning disc, reset spring, baffling board, transmission post and sealing rubber pad, and the guide bar is fixed to be set up on the inner wall surface of standpipe, installs the baffling board on the inner wall of standpipe simultaneously, and the small opening has been seted up to the baffling board bottom to sealing rubber pad joint is in this small opening, and sealing rubber pad is at the inside elevation structure that is of standpipe.
Preferably, the guide disc is arranged in a circular shape and is of a porous structure, the guide disc is fixedly arranged with the sealing rubber pad through a transmission column at the bottom of the guide disc, four groups of guide holes are uniformly formed in the surface of the guide disc, the guide rods are inserted into the guide holes, and the guide rods are sleeved with the reset springs.
Preferably, the filtering device comprises an installation pipe, a filtering box and a filtering plate, the end part of the installation pipe is fixedly arranged inside the lower end of the slurry discharge pipe, the upper end of the filtering box is fixedly arranged with the installation pipe, and the filtering plate is fixedly arranged in the middle of the bottom of the filtering box.
Compared with the prior art, the utility model has the beneficial effects that: inside high-pressure liquid of high pressure water channel enters into the inside of strikeing the pipe to wash out in the impact hole of strikeing the socle portion, strike the work of stirring to the inside silt of effluent water sump, make the sediment silt of the inside bottom of effluent water sump strike, and through the immersible pump, sewage carries out discharge work through the mud discharge pipe, avoids silt to deposit in the effluent water sump bottom, and the condition of blockking up the effluent water sump takes place.
Drawings
FIG. 1 is a schematic front view of the structure of the present invention;
FIG. 2 is a schematic view of an impingement tube of the present invention construction;
FIG. 3 is a schematic view of the structure of the baffle plate and the sealing rubber pad;
FIG. 4 is a schematic sectional view taken along line A-A in FIG. 3 according to the present invention;
FIG. 5 is a schematic view of the structure of the present invention, including the guide plate, the drive post and the sealing rubber pad;
FIG. 6 is an enlarged schematic view of the utility model at B in FIG. 1;
FIG. 7 is an enlarged view of the point A in FIG. 1.
Reference numbers in the figures: 1. a water conservancy sheet pile main body; 2. a high-pressure water channel; 3. a slurry discharge pipe; 4. a submersible pump; 5. an ejector; 6. a sewage tank; 7. a high-pressure water jet hole; 71. a base plate; 72. opening a hole; 8. a drill rod inserting device; 81. a tip plate; 82. inserting a drill rod body; 9. an impingement tube; 91. a vertical tube; 92. a transverse tube; 93. an impingement hole; 94. a sealing structure; 941. a guide bar; 942. a guide plate; 943. a return spring; 944. blocking the plate; 945. a drive post; 946. sealing the rubber pad; 10. a filtration device; 11. installing a pipe; 12. a filter box; 13. and (4) filtering the plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 7, the present invention provides a water conservancy stake for building water conservancy construction, including: the water conservancy sheet pile comprises a water conservancy sheet pile body 1, a drill rod inserting device 8, an impact pipe 9 and a filtering device 10;
the water conservancy sheet pile body 1 is internally provided with a high-pressure water channel 2, the two sides of the high-pressure water channel 2 are respectively provided with a mud discharge pipe 3, the lower sides of the two groups of mud discharge pipes 3 are respectively provided with a submersible pump 4, the bottom of the water conservancy sheet pile body 1 is provided with an ejector 5, and the side edge of the ejector 5 is provided with a sewage pool 6;
the inserting and drilling device 8 is fixedly arranged on the lower side of the water conservancy sheet pile main body 1, and the inserting and drilling device 8 consists of a tip plate 81 and an inserting and drilling body 82;
the upper end of the impact pipe 9 is communicated with the high-pressure water channel 2, the lower end of the impact pipe 9 extends into the sewage pool 6, and the bottom of the high-pressure water channel 2 is provided with a high-pressure water jet hole 7;
a filter device 10 is provided at the bottom of the mud pipe 3, and the filter device 10 is provided inside the sewage tank 6.
Inside high-pressure liquid of water under high pressure passageway 2 enters into the inside of impact tube 9, and wash out in the percussion hole 93 of impact tube 9 bottom, strike the work of stirring to the silt of effluent water sump 6 inside, make the sediment silt of the inside bottom of effluent water sump 6 strike, and through immersible pump 4, sewage carries out discharge work through mud discharge pipe 3, filter equipment 10 sets up the bottom at mud discharge pipe 3, filter equipment 10's setting, can carry out filter work to the large granule silt in the sewage, avoid causing the jam condition emergence of immersible pump 4.
In a preferred embodiment, the high pressure water injection hole 7 includes a bottom plate 71 and a plurality of holes 72, and the bottom plate 71 has a plurality of groups of holes 72 uniformly formed on the surface thereof, and the holes 72 have a dovetail-shaped cross section.
In a preferred embodiment, the plug pin device 8 comprises a tip plate 81 and a plug pin body 82, and the cross section of the tip plate 81 is an isosceles triangle, and the plug pin body 82 is welded to both sides of the bottom of the tip plate 81.
The bottom of water conservancy sheet pile main part 1 is provided with inserts borer device 8, and the setting of inserting borer device 8 is convenient for with easier grafting in the position of target of water conservancy sheet pile main part 1.
As a preferred embodiment, the impingement tube 9 includes a vertical tube 91, a horizontal tube 92, impingement holes 93 and a sealing structure 94, and the bottom of the horizontal tube 92 is uniformly provided with a plurality of groups of impingement holes 93, the impingement holes 93 are arranged in a dovetail shape in cross section, the vertical tube 91 and the horizontal tube 92 are fixedly arranged, and the angle between the vertical tube 91 and the horizontal tube 92 is 90 °.
The size of the upper side of the impact hole 93 is larger than that of the lower side, and the pressure of the liquid at the upper side inside the impact hole 93 is lower than that at the lower side inside the impact hole, so that the jet speed of the water flow is increased.
As a preferred embodiment, the sealing structure 94 includes a guiding rod 941, a guiding disc 942, a return spring 943, a baffle 944, a transmission column 945 and a sealing rubber pad 946, and the guiding rod 941 is fixedly disposed on the inner wall surface of the vertical tube 91, while the baffle 944 is mounted on the inner wall of the vertical tube 91, a leakage groove is formed at the bottom of the baffle 944, the sealing rubber pad 946 is clamped in the leakage groove, and the sealing rubber pad 946 is in a lifting structure inside the vertical tube 91.
When high-pressure liquid enters into standpipe 91 inside, high-pressure liquid passed the through-hole on the deflector 942 this moment, was used in the upper surface of sealing rubber pad 946, and reset spring 943 this moment is in the state of compression, when stopping to carry out the water injection to standpipe 91, and reset spring 943 resets this moment for sealing rubber pad 946 joint is on hindering board 944, avoids violently managing the inside negative pressure that forms of 92, inhales inside standpipe 91 with sewage.
As a preferred embodiment, the guiding disc 942 is circular, the guiding disc 942 has a porous structure, and the guiding disc 942 is fixed to the sealing rubber pad 946 through the transmission column 945 at the bottom of the guiding disc 942, four groups of guiding holes are uniformly formed in the surface of the guiding disc 942, the guiding rod 941 is inserted into the guiding holes, and the guiding rod 941 is sleeved with the return spring 943.
In a preferred embodiment, the filtering device 10 includes a mounting tube 11, a filtering box 12 and a filtering plate 13, wherein the end of the mounting tube 11 is fixedly disposed inside the lower end of the slurry discharging tube 3, the upper end of the filtering box 12 is fixedly disposed with the mounting tube 11, and the filtering plate 13 is fixedly disposed at the middle position of the bottom of the filtering box 12.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a water conservancy picture peg stake of construction water conservancy construction which characterized in that includes:
the water conservancy sheet pile comprises a water conservancy sheet pile main body (1), wherein a high-pressure water channel (2) is formed in the water conservancy sheet pile main body (1), slurry discharge pipes (3) are formed in two sides of the high-pressure water channel (2), submersible pumps (4) are arranged on the lower sides of the two groups of slurry discharge pipes (3), an ejector (5) is arranged at the bottom of the water conservancy sheet pile main body (1), and a sewage pool (6) is arranged on the side edge of the ejector (5);
the inserting device (8) is fixedly arranged on the lower side of the water conservancy sheet pile main body (1), and the inserting device (8) consists of a tip plate (81) and an inserting body (82);
the upper end of the impact pipe (9) is communicated with the high-pressure water channel (2), the lower end of the impact pipe (9) extends into the sewage pool (6), and the bottom of the high-pressure water channel (2) is provided with high-pressure water jet holes (7);
the filter device (10) is arranged at the bottom of the slurry discharge pipe (3), and the filter device (10) is arranged inside the sewage pool (6).
2. A water conservancy picture peg stake of building water conservancy construction according to claim 1, its characterized in that: the high-pressure water injection holes (7) comprise a bottom plate (71) and holes (72), a plurality of groups of holes (72) are uniformly formed in the surface of the bottom plate (71), and the cross sections of the holes (72) are arranged in a dovetail shape.
3. A water conservancy picture peg stake of building water conservancy construction according to claim 1, its characterized in that: insert borer device (8) including point end plate (81) and insert borer body (82), and the section of point end plate (81) sets up for isosceles triangle, and the borer body (82) are inserted in the bottom both sides of point end plate (81) welding simultaneously.
4. A water conservancy picture peg stake of building water conservancy construction according to claim 1, its characterized in that: the shock tube (9) comprises a vertical tube (91), a transverse tube (92), shock holes (93) and a sealing structure (94), wherein a plurality of groups of shock holes (93) are uniformly formed in the bottom of the transverse tube (92), the section of each shock hole (93) is in a dovetail shape, the vertical tube (91) and the transverse tube (92) are fixedly arranged, and the angle between the vertical tube (91) and the transverse tube (92) is 90 degrees.
5. A water conservancy picture peg stake of building water conservancy construction according to claim 4, its characterized in that: seal structure (94) include guide bar (941), guiding disc (942), reset spring (943), hinder board (944), transmission post (945) and sealing rubber pad (946), and fixed the setting at the inner wall surface of standpipe (91) of guide bar (941), install on the inner wall of standpipe (91) simultaneously and hinder board (944), hinder board (944) bottom and seted up the small form, and sealing rubber pad (946) joint is in this small form, and sealing rubber pad (946) is inside at standpipe (91) to be elevation structure.
6. A water conservancy picture peg stake of building water conservancy construction according to claim 5, its characterized in that: the utility model discloses a set up, including leading disc (942), sealed rubber pad (946), leading disc (942), guide bar (941) have been seted up evenly and have been seted up four groups guiding hole, have cup jointed reset spring (943) on guide bar (941) for circular setting, and leading disc (942) is porous structure, and leading disc (942) is fixed the setting through transmission post (945) and sealing rubber pad (946) of its bottom simultaneously.
7. A water conservancy picture peg stake of building water conservancy construction according to claim 1, its characterized in that: the filter device (10) comprises an installation pipe (11), a filter box (12) and a filter plate (13), the end of the installation pipe (11) is fixedly arranged inside the lower end of the slurry discharge pipe (3), the upper end of the filter box (12) is fixedly arranged with the installation pipe (11), and the filter plate (13) is fixedly arranged in the middle of the bottom of the filter box (12).
CN202120964062.XU 2021-05-08 2021-05-08 Water conservancy picture peg stake of building water conservancy construction Expired - Fee Related CN215482874U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120964062.XU CN215482874U (en) 2021-05-08 2021-05-08 Water conservancy picture peg stake of building water conservancy construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120964062.XU CN215482874U (en) 2021-05-08 2021-05-08 Water conservancy picture peg stake of building water conservancy construction

Publications (1)

Publication Number Publication Date
CN215482874U true CN215482874U (en) 2022-01-11

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ID=79777197

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120964062.XU Expired - Fee Related CN215482874U (en) 2021-05-08 2021-05-08 Water conservancy picture peg stake of building water conservancy construction

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117966711A (en) * 2024-03-29 2024-05-03 启东霓辉新材料科技有限公司 Pretensioned prestressing guard pile

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117966711A (en) * 2024-03-29 2024-05-03 启东霓辉新材料科技有限公司 Pretensioned prestressing guard pile
CN117966711B (en) * 2024-03-29 2024-05-28 启东霓辉新材料科技有限公司 Pretensioned prestressing guard pile

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220111

CF01 Termination of patent right due to non-payment of annual fee