CN204491616U - A kind of high pressure jet grouting single pipes for flow guide device - Google Patents

A kind of high pressure jet grouting single pipes for flow guide device Download PDF

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Publication number
CN204491616U
CN204491616U CN201520115383.7U CN201520115383U CN204491616U CN 204491616 U CN204491616 U CN 204491616U CN 201520115383 U CN201520115383 U CN 201520115383U CN 204491616 U CN204491616 U CN 204491616U
Authority
CN
China
Prior art keywords
hollow shaft
upper shell
lower house
drilling rod
core pipe
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.)
Expired - Fee Related
Application number
CN201520115383.7U
Other languages
Chinese (zh)
Inventor
刘鹏
许莉
孔健
杜延华
郭红第
范松博
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.)
Luoyang Institute of Science and Technology
Original Assignee
Luoyang Institute of Science and Technology
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 Luoyang Institute of Science and Technology filed Critical Luoyang Institute of Science and Technology
Priority to CN201520115383.7U priority Critical patent/CN204491616U/en
Application granted granted Critical
Publication of CN204491616U publication Critical patent/CN204491616U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Earth Drilling (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A kind of high pressure jet grouting single pipes for flow guide device, relate to the air deflector parts of high pressure jet grouting, comprise upper shell, lower house and hollow shaft, hollow shaft is rotated and is arranged in lower house, be connected with drilling rod core pipe after the opening that its one end is arranged bottom lower house stretches out, lower house inside is provided with bearing cover around described hollow shaft, bearing cover is provided with the bearing for hollow shaft described in rotational support, the sidepiece of described upper shell is axially arranged with the bayonet coupling for connecting high-pressure hose perpendicular to hollow shaft, the slurry channels that bayonet coupling is arranged by upper shell inside is connected with the axial passage of hollow shaft, form the slip casting passage leading to drilling rod core pipe, upper shell is provided with hangs the bale handle on boring tower for mounting suspension hook to make air deflector.Liquid in high-pressure delivery pump hose can import in the core pipe of drilling rod by the utility model smoothly, ensures the smooth importing of liquid and creeping into of drilling rod.

Description

A kind of high pressure jet grouting single pipes for flow guide device
Technical field
The utility model relates to construction project stiffening basic ground field, in order to the mud in high-pressure hose to be imported to the air deflector in drilling rod in enforcement high pressure jet grouting, is specially high pressure jet grouting single pipes for flow guide device.
Background technology
Jet grounting is the common method of construction project stiffening basic ground, after it utilizes rig that the Grouting Pipe with nozzle is pierced or be incorporated into the predetermined degree of depth of soil layer, with the pressure of 20-40Mpa, slurries or water are ejected from nozzle, form the space of injection stream impact failure soil layer and predetermined shape, when energy is large, when the power of the fast and arterial injection stream of speed is greater than soil layer construction intensity, soil particle just peels off from soil layer, part fine grained soils to be emerged ground with slurries or water, all the other grogs are in the impact force of jet, under the effect such as centrifugal force and gravity, mix with slurry agitation, and in certain puddled soil ratio and quality size, rearrange regularly.The mixing of the part swept away soil is formed reinforcing body by the slurries of such injection, thus reaches the object of soil mass consolidation.High pressure jet grouting can increase foundation strength, raising bearing capacity of foundation soil, sealing antiseepage, reduces a soil pressure working as structure, prevent the multi-functionals such as sand liquefaction.
High pressure jet grouting single pipes for flow guide device is the connection transfer device connecting high pressure pumping flexible pipe and drilling rod core pipe, its be slurries water conservancy diversion that high-pressure pump is sent here by high-pressure hose to core pipe, slurries again by the nozzle bottom drilling rod to form high-pressure spray.Its top connects high pressure pumping flexible pipe, and bottom jointed rod core pipe, comprises fixed part and rotate the rotation section of creeping into drilling rod.
Utility model content
The purpose of this utility model is to provide a kind of high pressure jet grouting single pipes for flow guide device, and the liquid in high-pressure delivery pump hose can import in the core pipe of drilling rod by smoothly, ensures the smooth importing of liquid and creeping into of drilling rod.
For achieving the above object, the technical solution of the utility model is: a kind of high pressure jet grouting single pipes for flow guide device, comprise upper shell, lower house and hollow shaft, hollow shaft is rotated and is arranged in lower house, be connected with drilling rod core pipe after the opening that its one end is arranged bottom lower house stretches out, lower house inside is provided with bearing cover around described hollow shaft, bearing cover is provided with the bearing for hollow shaft described in rotational support, the sidepiece of described upper shell is axially arranged with the bayonet coupling for connecting high-pressure hose perpendicular to hollow shaft, the slurry channels that bayonet coupling is arranged by upper shell inside is connected with the axial passage of hollow shaft, form the slip casting passage leading to drilling rod core pipe, upper shell is provided with hangs the bale handle on boring tower for mounting suspension hook to make air deflector.
Beneficial effect: the hollow shaft that the utility model is arranged by its inner rotation is to be connected with the core pipe of drilling rod, and can rotate with the rotation of drilling rod, and deliver to drilling rod core pipe by the slurries that high-pressure hose transports by bayonet coupling that upper shell is arranged and the slurry channels of inside thereof and the axial passage of hollow shaft, ensure that the smooth importing of slurries and creeping into of drilling rod.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Be labeled as in figure: 1, bale handle, 2, carry and draw ring, 3, O RunddichtringO, 4, upper shell, 5, y-type seal ring, 6, lower house, 7, bearing cover, 8, bearing I, 9, bearing II, 10, felt envelope, 11, hollow shaft, 12, bayonet coupling.
Detailed description of the invention
As shown in Figure 1, a kind of high pressure jet grouting single pipes for flow guide device, comprise upper shell 4, lower house 6 and hollow shaft 11, hollow shaft 11 is rotated and is arranged in lower house 6, be connected with drilling rod core pipe after the opening that its one end is arranged bottom lower house 6 stretches out, can rotate with drilling rod to make hollow shaft 11 and creep into, lower house 6 inside is provided with bearing cover 7 around described hollow shaft 11, bearing cover 7 is provided with the bearing for hollow shaft described in rotational support 11, bearing is set to two, i.e. bearing I 8 and bearing II 9, felt envelope 10 is provided with in the lower end of bearing II 9, y-type seal ring 5 is provided with in lower house 6, in order to seal between hollow shaft 11 top and lower house 6, the sidepiece of described upper shell 4 is axially arranged with the bayonet coupling 12 for connecting high-pressure hose perpendicular to hollow shaft 11, the slurry channels that bayonet coupling 12 is arranged by upper shell 4 inside is connected with the axial passage of hollow shaft 11, form the slip casting passage leading to drilling rod core pipe, the slurries that high-pressure hose is transported import in drilling rod core pipe smoothly, slurries form high-pressure spray finally by the nozzle ejection bottom drilling rod and impact soil layer, described upper shell 4 is provided with hangs the bale handle 1 on boring tower for mounting suspension hook to make air deflector, wherein, be provided with to carry at upper shell 4 upper end open place and draw ring 2, carry draw ring 2 be sealed in upper shell 4 end and part stretch out, be provided with O RunddichtringO 3 carrying drawing between ring 2 and upper shell 4.Bale handle 1 and put forward the more existing suspension ring structure of the setting of drawing ring 2, make air deflector under the effect of jacking equipment, elevating movement becomes freely, ensure that creeping into smoothly of drilling rod.

Claims (2)

1. a high pressure jet grouting single pipes for flow guide device, it is characterized in that: comprise upper shell (4), lower house (6) and hollow shaft (11), hollow shaft (11) is rotated and is arranged in lower house (6), its one end is connected with drilling rod core pipe after the opening that lower house (6) bottom is arranged stretches out, lower house (6) inside is provided with bearing cover (7) around described hollow shaft (11), bearing cover (7) is provided with the bearing for hollow shaft described in rotational support (11), the sidepiece of described upper shell (4) is axially arranged with the bayonet coupling (12) for connecting high-pressure hose perpendicular to hollow shaft (11), the slurry channels that bayonet coupling (12) is arranged by upper shell (4) inside is connected with the axial passage of hollow shaft (11), form the slip casting passage leading to drilling rod core pipe, upper shell (4) is provided with hangs the bale handle (1) on boring tower for mounting suspension hook to make air deflector.
2. a kind of high pressure jet grouting single pipes for flow guide device as claimed in claim 1, is characterized in that: described upper shell (4) upper end open place is provided with to carry draws ring (2), carries drawing between ring (2) and upper shell (4) being provided with O RunddichtringO (3).
CN201520115383.7U 2015-02-25 2015-02-25 A kind of high pressure jet grouting single pipes for flow guide device Expired - Fee Related CN204491616U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520115383.7U CN204491616U (en) 2015-02-25 2015-02-25 A kind of high pressure jet grouting single pipes for flow guide device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520115383.7U CN204491616U (en) 2015-02-25 2015-02-25 A kind of high pressure jet grouting single pipes for flow guide device

Publications (1)

Publication Number Publication Date
CN204491616U true CN204491616U (en) 2015-07-22

Family

ID=53570917

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520115383.7U Expired - Fee Related CN204491616U (en) 2015-02-25 2015-02-25 A kind of high pressure jet grouting single pipes for flow guide device

Country Status (1)

Country Link
CN (1) CN204491616U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674816A (en) * 2015-02-25 2015-06-03 洛阳理工学院 Single-pipe diverter for high-pressure jet grouting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674816A (en) * 2015-02-25 2015-06-03 洛阳理工学院 Single-pipe diverter for high-pressure jet grouting

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150722

Termination date: 20160225

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