CN203834969U - Reinforced concrete anti-seep high-pressure grouting device - Google Patents
Reinforced concrete anti-seep high-pressure grouting device Download PDFInfo
- 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
Links
Landscapes
- 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
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.
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)
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 |
-
2014
- 2014-05-05 CN CN201420225011.5U patent/CN203834969U/en not_active Expired - Fee Related
Cited By (3)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203834969U (en) | Reinforced concrete anti-seep high-pressure grouting device | |
CN104088254A (en) | Leakage repairing device for pressure-bearing reinforced concrete structure and construction method thereof | |
CN103521486B (en) | Pile foundation ultrasonic detector tube Quick dredging method | |
CN204059617U (en) | Bolt hole plugging device | |
CN203654484U (en) | Repeated type reserved hole rapid sealing device | |
CN200992812Y (en) | Hole grout stopping plug for chemical grouting | |
CN204439296U (en) | A kind of project supervision external wall and window limit water test device | |
CN204491645U (en) | A kind of deep foundation pit precipitation well-sealing device | |
CN203977368U (en) | Pressure-bearing reinforced concrete structure leakage repair device | |
CN105155485B (en) | Gate pier prestress anchor cable sleeve installation device and construction method thereof | |
CN106381871A (en) | Anchor cable secondary grouting control system and method | |
CN203654760U (en) | Device for treating seam between vertical structure and horizontal structure | |
JP5334379B2 (en) | Hollow steel pipe reinforcement method for power transmission tower | |
CN203579870U (en) | Prestress combined support pile steel mold structure | |
CN202992516U (en) | Water delivery pipe water stopping armor | |
CN110076879A (en) | A kind of concrete casting device for the production of prefabricated superimposed sheet | |
CN203716477U (en) | Connecting tube for building exterior wall scaffold | |
CN208072393U (en) | A kind of pile pile of the built-in slip casting pipe with piecing devices | |
CN209179465U (en) | To pull-up screw rod wall-connecting piece | |
CN203823346U (en) | Plugging device for high-strength steel penstock hole | |
CN203213319U (en) | Water stopping steel plate fixing device in building construction | |
CN207919734U (en) | A kind of concrete filled steel tube transition section structure | |
CN204940220U (en) | A kind of gate pier prestress anchorage cable sleeve pipe erecting device | |
CN104328929A (en) | Reinforced concrete basin construction and construction method thereof | |
CN204126313U (en) | Reinforced concrete water pond construction structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |