CN203834969U - Reinforced concrete anti-seep high-pressure grouting device - Google Patents

Reinforced concrete anti-seep high-pressure grouting device Download PDF

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Publication number
CN203834969U
CN203834969U CN201420225011.5U CN201420225011U CN203834969U CN 203834969 U CN203834969 U CN 203834969U CN 201420225011 U CN201420225011 U CN 201420225011U CN 203834969 U CN203834969 U CN 203834969U
Authority
CN
China
Prior art keywords
grouting
hollow taper
taper pipe
slip casting
seep
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
CN201420225011.5U
Other languages
Chinese (zh)
Inventor
张�林
秦增富
原思海
王岚
王丹云
鞠道伟
王斌
许科敏
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.)
Jiaozuo City An Xin Project Supervision Co Ltd
Original Assignee
Jiaozuo City An Xin Project Supervision Co 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 Jiaozuo City An Xin Project Supervision Co Ltd filed Critical Jiaozuo City An Xin Project Supervision Co Ltd
Priority to CN201420225011.5U priority Critical patent/CN203834969U/en
Application granted granted Critical
Publication of CN203834969U publication Critical patent/CN203834969U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The utility model discloses a reinforced concrete anti-seep high-pressure grouting device which comprises a reinforcing grout hopper, a grouting pump, a high-pressure pipe and a grouting bolt. The reinforcing grout hopper is connected with the feeding inlet of the grouting pump, the discharging outlet of the grouting pump is connected with the grouting bolt through the high-pressure pipe, the grouting bolt is composed of a nut, an expansion pipe wall and a hollow taper pipe, the right end of the hollow taper pipe is threaded, the left end of the hollow taper pipe is conical, the hollow taper pipe is arranged in the expansion pipe wall in a penetrating mode, and the nut is screwed on threads. The reinforced concrete anti-seep high-pressure grouting device has the advantages of being simple in operation, convenient to use, good in grouting anti-seep effect and the like.

Description

Steel concrete antiseep high-pressure plaster-spraying implement
Technical field
The utility model belongs to steel concrete antiseep slip casting repairing technique field.
Background technology
Steel concrete antiseep is the technical barrier often running in construction work, in work progress, because many reasons causes concrete wall or floor, occurs the defects such as honeycomb check, easily causes the phenomenon of leaking, seep water.In order to reduce the later stage, repair difficulty, general using chemical coating applies repairing, but bearing pressure after repairing can not meet structural entity requirement, affects the normal use of building, structure, even also affects the safety of structure.Also have at present to utilize and inject the mode of reinforcing slurries and carry out, because slip casting bolt and injected hole bad sealing are close, easily cause the reinforcing slurries phenomenon that leaks outside, can not effectively carry out grouting under pressure to defects such as distress in concretes, after slip casting, antiseep effect is poor.
Summary of the invention
The purpose of this utility model is to provide a kind of simple to operate, easy to use, the good steel concrete antiseep of antiseep effect high-pressure plaster-spraying implement.
To achieve these goals, the utility model comprises: reinforce slurries hopper, grouting pump, high-voltage tube, slip casting bolt, reinforce slurries hopper and be connected to grouting pump charging aperture, the discharging opening of grouting pump is connected with slip casting bolt by high-voltage tube, slip casting bolt consists of nut, expansion tube wall, hollow Taper Pipe, and the right-hand member head of hollow Taper Pipe is set to shape of threads, and the left end head of hollow Taper Pipe is set to bullet shape, hollow Taper Pipe is through in expansion tube wall, and nut is screwed on screw thread.
When the defects such as crack of steel concrete wall or floor appearance are carried out to slip casting repairing, first make a call to an aperture consistent with slip casting pig gauge lattice, slip casting bolt is inserted in aperture, utilize spanner rotary nut, now between hollow Taper Pipe and expansion tube wall, relatively move, the bullet of hollow Taper Pipe left end head will strut expansion tube wall greatly, and make to expand tube wall and hole wall sealing tightly contact.When concrete is carried out to grouting and reinforcing, slurries just can not ooze out from aperture, along with the carrying out of slip casting and increasing of slurries amount, thereby form certain grouting pressure, effectively improve slip casting effect and antiseep repairing quality like this.There is the features such as simple to operate, easy to use, grouting water-tight leakage effect is better.
accompanying drawing explanation:
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Fig. 1 is modular construction schematic diagram of the present utility model.
Fig. 2 is the cross-sectional view of slip casting bolt.
the specific embodiment:
From Fig. 1, Fig. 2,, the utility model comprises: reinforce slurries hopper 1, grouting pump 2, high-voltage tube 3, slip casting bolt 4, reinforce slurries hopper 1 and be connected to grouting pump 2 charging apertures, the discharging opening of grouting pump 2 is connected with slip casting bolt 4 by high-voltage tube 3.Slip casting bolt consists of nut 6, expansion tube wall 7, hollow Taper Pipe 8, the right-hand member head of hollow Taper Pipe is set to shape of threads, the left end head of hollow Taper Pipe is set to bullet shape, the center of hollow Taper Pipe is provided with endoporus 9 for passing through to reinforce slurries, hollow Taper Pipe 8 is through in expansion tube wall 7, nut is screwed on screw thread, and the right-hand member head of hollow Taper Pipe connects high-voltage tube.During use, on concrete 5, make a call to an aperture consistent with the expansion tube wall external gauge lattice of slip casting bolt, and be inserted in aperture, utilize spanner rotary nut 6, the tube wall 7 that makes to expand contacts with hole wall sealing tightly, stops work grouting pressure and be controlled at 0.5Mpa left and right during practical operation.Nut, expansion tube wall, hollow Taper Pipe adopt corrosion-resistant steel processing and fabricating, and high-voltage tube adopts colloidal materials to be convenient to connect and bending.In operation, according to different preventing seepage repairment position situation, adopt different reinforcing slurries components.

Claims (1)

1. a steel concrete antiseep high-pressure plaster-spraying implement, comprise: reinforce slurries hoppers (1), grouting pump (2), high-voltage tube (3), slip casting bolt (4), reinforce slurries hoppers (1) and be connected to grouting pump (2) charging aperture, the discharging opening of grouting pump (2) is connected with slip casting bolt (4) by high-voltage tube (3), it is characterized in that slip casting bolt is by nut (6), expansion tube wall (7), hollow Taper Pipe (8) forms, the right-hand member head of hollow Taper Pipe is set to shape of threads, the left end head of hollow Taper Pipe is set to bullet shape, hollow Taper Pipe (8) is through in expansion tube wall (7), nut is screwed on screw thread.
CN201420225011.5U 2014-05-05 2014-05-05 Reinforced concrete anti-seep high-pressure grouting device Expired - Fee Related CN203834969U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420225011.5U CN203834969U (en) 2014-05-05 2014-05-05 Reinforced concrete anti-seep high-pressure grouting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420225011.5U CN203834969U (en) 2014-05-05 2014-05-05 Reinforced concrete anti-seep high-pressure grouting device

Publications (1)

Publication Number Publication Date
CN203834969U true CN203834969U (en) 2014-09-17

Family

ID=51512829

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420225011.5U Expired - Fee Related CN203834969U (en) 2014-05-05 2014-05-05 Reinforced concrete anti-seep high-pressure grouting device

Country Status (1)

Country Link
CN (1) CN203834969U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484265A (en) * 2014-09-18 2016-04-13 江苏昌鑫基础工程有限公司 Novel cloth bag grouting system
CN106285031A (en) * 2016-08-07 2017-01-04 桐城市神墩环卫保洁有限公司 A kind of high-pressure grouting machine
CN108999352A (en) * 2018-08-20 2018-12-14 荆门创佳机械科技有限公司 Roof leakage leak detection and method for repairing and mending based on high pressure water

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484265A (en) * 2014-09-18 2016-04-13 江苏昌鑫基础工程有限公司 Novel cloth bag grouting system
CN106285031A (en) * 2016-08-07 2017-01-04 桐城市神墩环卫保洁有限公司 A kind of high-pressure grouting machine
CN108999352A (en) * 2018-08-20 2018-12-14 荆门创佳机械科技有限公司 Roof leakage leak detection and method for repairing and mending based on high pressure water

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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: 20140917

Termination date: 20150505

EXPY Termination of patent right or utility model