CN108166993B - A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining - Google Patents
A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining Download PDFInfo
- Publication number
- CN108166993B CN108166993B CN201711395578.1A CN201711395578A CN108166993B CN 108166993 B CN108166993 B CN 108166993B CN 201711395578 A CN201711395578 A CN 201711395578A CN 108166993 B CN108166993 B CN 108166993B
- Authority
- CN
- China
- Prior art keywords
- grouting
- slurry
- slip casting
- pipe
- slurries
- 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.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
Abstract
The present invention relates to a kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining, slip casting casing bit can be divided into preposition Grouting Pipe suit, only slurry expanded rubber set and direct suit, intermediate junction device, inlet pipe road.Wherein preposition Grouting Pipe suit includes the slurry seal pipe that common steel tube of the one end with internal thread has 45 ° of overhanging ports of inclination with four small-bore outer walls for being welded on periphery;Four exchange device of inlet pipe road is each port with valvular four exchange device of stainless steel, wherein three end ports are respectively the port slurries A, the port slurries B and decompression port;Tube head lid is the round thread protecting clog of the outer silk of one end band, blocks injected hole after can screwing.Compared with existing device, the device be successfully realized the convenient processing of end, the recycling of device, wall surface fast quick-recovery, greatly improve work efficiency, reduce the expenditure of cost, can grouting behind shaft or drift lining construction in be used widely.
Description
Technical field
The present invention relates to a kind of portable slip casting casing bits for being applicable to grouting behind shaft or drift lining, and in particular to one kind is suitable for
The portable slip casting casing bit and application method of grouting behind shaft or drift lining.
Background technique
Nowadays, it is just propped up in Tunnel, percolating water, operation phase Tunnel Water Leakage etc. after two lining percolating waters, subway station wall
Engineering project disaster happens occasionally, especially along with the development of urban track traffic.Slip casting is as reinforcing weak broken wall rock and envelope
The mode of the effective means of stifled underground water, grouting behind shaft or drift lining is widely used in the work of underground engineering water blockoff, and such as
The problems of modern most of grouting behind shaft or drift lining work carried out are as follows:
One, only slurry effect is poor, easily generation nozzle running pulp accident, and retention ratio of the slurries in effective coverage is lower, greatly
Ground causes the waste of material;
Two, when grouting pressure is excessive, when often resulting in collapsing out for Grouting Pipe, and implementing the slip casting of vault vertical hole, Grouting Pipe
The placement on road is more difficult;
Three, after slip casting, prominent end need to be cut off using cutting machine, and construction in later period wall surface restores difficult, increase manpower
Material resources improve cost, influence the duration.
Therefore, a kind of portable slip casting casing bit suitable for grouting behind shaft or drift lining how is designed, this has Practical Project
Important meaning.
Summary of the invention
It the purpose of the invention is to overcome the shortcomings of existing grouting device, provides a kind of easy to operate, can further mention
The slip casting casing bit and application method of high efficiency.
To achieve the above object, the present invention adopts the following technical solutions:
A kind of portable slip casting casing bit suitable for grouting behind shaft or drift lining, including preposition Grouting Pipe is set with, only slurry expands rubber
Gum cover, direct, intermediate junction device and four-way inlet pipe road;
The described preposition Grouting Pipe suit includes a Large Diameter Pipeline Grouting Pipe and multiple is distributed in around Large Diameter Pipeline Grouting Pipe
Small diameter tube slurry seal pipe;The overhanging port of 45 ° of inclination is equipped in each small diameter tube slurry seal pipe outer wall;
The rear and front end of the Large Diameter Pipeline Grouting Pipe respectively connects one directly, in two directly upper installation expanded rubbers
Set, the expanded rubber set positioned at front end prevent tube sealing slurries from flowing backward in Grouting Pipe, and the expanded rubber set positioned at rear end prevents from sealing
Slurry pipe slurries are gushed out by injected hole, are only starched with this;
Direct being connected with intermediate junction device positioned at Large Diameter Pipeline Grouting Pipe rear end;
The four-way inlet pipe road is each port with valvular four exchange device of stainless steel, wherein first, second, the
Three ports are respectively the port slurries A, the port slurries B and decompression port;4th port is connected with intermediate junction device, is located at the 4th
The valve control Large Diameter Pipeline Grouting Pipe of port and multiple small diameter tube slurry seal pipes.
Further, the Large Diameter Pipeline Grouting Pipe is the common steel tube that both ends have internal thread;Multiple small diameter tube slurry seals
Pipe is welded on the outside of Large Diameter Pipeline Grouting Pipe, and side wall is provided with several and 45 ° of the vertical inclination of slurry seal pipe overhanging port, both favorably
In the uniform diffusion of slurries, and when preventing pressure excessive, preposition Grouting Pipe collapses the accident and occurs.
Further, the only slurry expanded rubber covers preferable for retractility, dilatancy, has the rubber material of water proof effect
Matter can cover at the directly intermediate position of stainless steel, and expanded rubber set inside is bonded closely with direct outer wall.
Further, preposition Grouting Pipe suit, specific size need to be determined by drilling, and can be selected according to market specifications
Purchase can use after postmenstruation processing.
Further, the intermediate junction device is equipped with valve, is steel pipe, tubule, connector and part valve dress
It sets, directly, the other end connects inlet pipe road for whole one end connection.
Further, valve is installed on each small diameter tube slurry seal pipe.
Further, the 4th port is equipped with slurry mixer.
The present invention also provides a kind of application methods of portable slip casting casing bit suitable for grouting behind shaft or drift lining, specifically such as
Under:
(1) shift to an earlier date preparation: according to injected hole size, depth, purchasing and process suitable slip casting casing bit in advance,
The especially expanded rubber set of suitable inner diameter.
(2) it carries out preposition Grouting Pipe suit to be directly connected with rear and front end, and expanded rubber set is covered in advance to direct
Intermediate groove position, the step have to guarantee rubber sleeve and directly between fit closely.
(3) intermediate junction device and being directly attached with rubber sleeve are screwed onto expanded rubber set and are omited using pipe wrench
Microdilatancy to can fill in injected hole just.
(4) by the front end expanded rubber covering device connected, preposition Grouting Pipe suit, rear end expanded rubber covering device, in
Between connect and be placed in injected hole.After firm, continue to tighten intermediate junction device, expanded rubber set made to continue convergent-divergent,
Until inside and outside silk is bonded completely.It is bonded at this point, expanded rubber set should ensure that with injected hole perimetral tight, and has enough renitencies
Performance.
(5) connection on inlet pipe road and intermediate junction device is carried out, while other pipelines being connected together and are finished, so far institute
There is connection work to terminate.
(6) slurry entry slurries B mouthful valve is closed, the slurry entry slurries A mouthful valve and decompression port valve are opened, pumping is clear
Water, while checking the leakproofness of all pipelines.After all inspections are errorless, decompression port valve can be closed, according to selected sealing of hole
Slurries type selects the opening and closing of slurries A and slurries B slurry-inlet valve door, closes slurry-inlet valve door at this time, opens grouting stop-valve door, is sealed
Stop slurry processing in hole.
(7) after sealing of hole, grouting stop-valve door is closed, opens slurry-inlet valve door, according to selected grouting serous fluid type, selects slurries
The opening and closing of A and slurries B slurry-inlet valve door carry out slip casting.
(8) after slip casting, intermediate junction device valve and inlet pipe road valve is closed, pressure relieving end head valve is opened simultaneously
Door carry out pressure release, to pressure release after, by intermediate junction device together with four-way inlet pipe road with directly separate, at this time again
Clear water is pumped with grouting pump, all valves is opened, carries out the cleaning of device.Then intermediate junction device and four exchange devices are torn open
From will separate, be cleaned, in case use next time with the direct suit with preposition Grouting Pipe of expanded rubber set.
(9) take out and shift to an earlier date ready auxiliary equipment tube head lid and connect with preposition Grouting Pipe by screwing, to injected hole into
Row sealing pores guarantee tube head outer side of lid and construction side wall in same level, finally by painting trowelling in this process
Material carries out the apparent recovery of construction side wall.
The present invention realizes a kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining, has following
Advantage:
1, preposition Grouting Pipe suit is connect with inside and outside silk directly between, and change tradition cutting end applies mode,
The convenient processing of slip casting pipe end and the recycling of equipment component are realized, work efficiency is greatly improved and reduces cost
Expenditure;
2, preposition Grouting Pipe side-wall hole realizes the uniformity of slurries diffusion, further improves water blockoff and reinforces effect
Fruit;
3, the overhanging end of preposition Grouting Pipe suit small diameter tube slurry seal pipe realizes Grouting Pipe and solidifies the anchoring effect of slurries
Fruit had not only prevented preposition Grouting Pipe to collapse out when grouting pressure is excessive, but also realized the enhancing of construction side wall entire compression effect;
4, the use of front and back expanded rubber set, enables the slurries in slurry seal pipe effectively to retain, greatly improves sealing of hole
Effect, the generation that avoids running pulp, return slurry accident preferable for only slurry effect;
5, the post-processing of tube head lid realizes the fast quick-recovery of construction sidewall surfaces;
6, whole device uses modular assembling mode, facilitates installation, disassembly and cleaning.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is portable slip casting casing bit overall structure diagram;
Fig. 2 slurry seal pipe is only starched schematic diagram;
Fig. 3 Grouting Pipe slip casting schematic diagram;
Tube head lid processing schematic after Fig. 4 slip casting;
Fig. 5 expanded rubber set and direct schematic diagram;
The preposition Grouting Pipe suit main view of Fig. 6 and left view;
Fig. 7 intermediate junction device and four-way schematic device;
Fig. 8 mouthpiece cover main view and left view;
In figure: 1 --- slurry seal pipe;2 --- preposition Grouting Pipe;3 --- band outer silk in both ends is direct;4 --- slurry seal pipe fitting;
5 --- expanded rubber set (Double Opening);6 --- slurry seal pipe valve;7 --- intermediate connection tube road;8 --- intermediate connection tube road
Valve;9 --- inlet pipe road valve;10 --- slurry mixer;11 --- four exchange devices;12 --- pressure release pipe port;
13 --- the slurry entry slurries A mouthful;14 --- the slurry entry slurries B mouthful;15 --- pressure release pipe end valve;16 --- the end slurries B
Valve;17 --- the end slurries A valve;18 --- band outer silk in one end is direct;19 --- expanded rubber set (Dan Kaikong);20——
Injected hole;21 --- construction side wall;22 --- sealing of hole slurries;23 --- slurries running route;24 --- solidification slurries;25——
Mouthpiece cover;26 --- expanded rubber covers silk outside directly end (Dan Kaikong);27 --- preposition Grouting Pipe is set with front end internal thread;
28 --- preposition Grouting Pipe is set with rear end internal thread;29,30 --- expanded rubber covers silk outside directly (Double Opening) end;31——
Intermediate junction device internal thread;32-inlet pipe road valve interfaces;33 --- tube head lid end internal thread.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
As background technique is introduced, exist in the prior art following problems: 1. only slurry effect it is poor, easily generator tube
Mouth running pulp accident.2. prominent end need to be cut off using cutting machine, increase manpower and material resources, improves cost, influence the duration.3. slip casting pressure
When power is excessive, collapsing out for Grouting Pipe is often resulted in;4. the slip casting region effective retention ratio of slurries is lower, slip casting effect is influenced.In order to
Technical problem as above is solved, present applicant proposes a kind of slip casting casing bits and application method suitable for grouting behind shaft or drift lining.
In a kind of typical embodiment of the application, as Figure 1 and Figure 4, including preposition Grouting Pipe is set with (slurry seal pipe 1
With preposition Grouting Pipe), expanded rubber set (Double Opening) 5 and expanded rubber set (Dan Kaikong) 19, intermediate junction device (slurry seal pipeline
Valve 6;Intermediate connection tube road 7;Intermediate connection tube road valve 8) and four exchange device 11 of inlet pipe road;
As shown in figure 5, only slurry expanded rubber set is respectively fitted over the outer silk direct 18 of one end band and both ends with outer silk direct 3
On, it acts as closing the retention region for only starching slurries, prevent only slurries flow backward in Grouting Pipe or flowed from aperture
Out, further play the role of preventing running pulp, improve the effective retention ratio of slurries;
As shown in fig. 6, preposition Grouting Pipe suit includes slurry seal pipe 1 and preposition Grouting Pipe 2, wherein preposition Grouting Pipe 2 is two
End has the common steel tube of internal thread;The material of slurry seal pipe 1 is similarly common steel tube, is connected between preposition Grouting Pipe 2 using welding
Mode is connect, and 1 side wall of slurry seal pipe is welded with several and axial direction in 45 ° of aperture projecting tubes.This measure not only improves the uniform diffusion of slurries,
When preventing pressure excessive again, preposition Grouting Pipe collapses the accident and occurs.Specific size need to be determined by drilling, and can be advised according to market
Lattice are chosen;
As shown in fig. 7, intermediate junction device includes intermediate connection tube road 7, slurry seal pipe valve 6, intermediate connection tube road valve
Door 8.Intermediate duct one end has internal thread, conveniently and is connected directly.Pass through connection between centre connection slurry seal pipeline and slurry seal pipe
Device 4 is attached.It is directly attached by interpolation between intermediate junction device and inlet pipe road valve;
As shown in fig. 7, four exchange devices 11 are each port with valvular four exchange device of stainless steel, four ports are respectively
Pressure release pipe port 12, the port slurries A 13, the port slurries B 14, slurry entry mouthful.
All components of the device, specific size need to be determined by drilling, and can be chosen according to market specifications.
Only slurry expanded rubber covers preferable for retractility, dilatancy, and the rubber material with water proof effect can be covered in stainless steel
On direct groove, expanded rubber set inside is bonded closely with direct groove outer wall.
Specific application method is as follows:
(1) shift to an earlier date preparation: according to injected hole size, depth, purchasing and process suitable slip casting casing bit in advance,
The especially expanded rubber set of suitable inner diameter.
(2) it carries out preposition Grouting Pipe suit directly to connect with rear and front end, guarantees to be completely embedded, and by expanded rubber set
It is covered in advance to silk direct 3 intermediate groove position outside silk direct 18 outside the band of one end and both ends band, the step has to guarantee expansion
The outer silk of rubber sleeve and one end band is direct 18, fits closely between the outer silk direct 3 of both ends band.
(3) intermediate junction device and direct 3 with rubber sleeve are attached, using pipe wrench, are screwed onto expanded rubber set
Injected hole can be filled in just by being slightly expanded to.
(4) the front end expanded rubber covering device 19 connected, preposition Grouting Pipe suit 1 and 2, rear end expanded rubber are set with
5, intermediate junction device is set to be placed in injected hole.After firm, continue to tighten intermediate junction device 7, make expanded rubber set after
Continuous convergent-divergent, until inside and outside silk is bonded completely.It is bonded, and has with injected hole perimetral tight at this point, expanded rubber set should ensure that
Performance renitent enough.
(5) connection of four exchange devices 11 and intermediate junction device is carried out, while other pipelines being connected together and are finished, so far
All connection work terminate.
(6) slurry entry slurries B mouthful valve 16 is closed, the slurry entry slurries A mouthful valve 17 and decompression port valve 15, pump are opened
Clear water is sent, while checking the leakproofness of all pipelines.After all inspections are errorless, decompression port valve 15 can be closed, according to institute
Sealing of hole slurries type is selected, the opening and closing of slurries A and slurries B slurry-inlet valve door 17,16 is selected, needs to close intermediate duct valve 8 at this time, beat
Kaifeng slurry pipe valve 6 carries out sealing of hole and stops slurry processing.
(7) after sealing of hole, slurry seal pipe valve 6 is closed, intermediate duct valve 8 is opened, according to selected grouting serous fluid class
Type selects the opening and closing of slurries A and slurries B slurry-inlet valve door 17,16, carries out slip casting.
(8) after slip casting, intermediate duct valve 8 and inlet pipe road valve 9 is closed, pressure relieving end head valve door is opened simultaneously
15 carry out pressure releases, to pressure release after, intermediate junction device is separated together with four exchange devices 11 with direct 7, at this time again
Clear water is pumped with grouting pump, all valves is opened, carries out the cleaning of device.Then intermediate junction device and four exchange devices 11 are torn open
From, by with expanded rubber set 5 direct 7 with preposition Grouting Pipe suit separate, cleaned, in case next time use.
(9) it takes out ready auxiliary equipment tube head lid 25 in advance to connect by screwing with preposition Grouting Pipe 2, to injected hole
Sealing pores are carried out, guarantee 25 outside of tube head lid in this process and construct side wall in same level, finally by painting
Trowelling material carries out the apparent recovery of construction side wall.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (7)
1. a kind of application method of the portable slip casting casing bit suitable for grouting behind shaft or drift lining is utilized a kind of suitable for infusing after wall
The portable slip casting casing bit of slurry, the portable slip casting casing bit suitable for grouting behind shaft or drift lining includes preposition Grouting Pipe
Suit, only slurry expanded rubber set, direct, intermediate junction device and inlet pipe road;
The described preposition Grouting Pipe suit include a Large Diameter Pipeline Grouting Pipe and it is multiple be distributed in it is small around Large Diameter Pipeline Grouting Pipe
Caliber slurry seal pipe;The overhanging port of 45 ° of inclination is equipped in each small diameter tube slurry seal pipe outer wall;
The rear and front end of the Large Diameter Pipeline Grouting Pipe respectively connects one directly, in two directly upper installation expanded rubber sets, position
Expanded rubber set in front end prevents tube sealing slurries from flowing backward in Grouting Pipe, and the expanded rubber set positioned at rear end prevents slurry seal pipe from starching
Liquid is gushed out by injected hole, is only starched with this;
Direct being connected with intermediate junction device positioned at Large Diameter Pipeline Grouting Pipe rear end;
The inlet pipe road is each port with valvular four exchange device of stainless steel, wherein the first, second, third port point
It Wei not the port slurries A, the port slurries B and decompression port;4th port is connected with intermediate junction device, the valve positioned at the 4th port
Door control Large Diameter Pipeline Grouting Pipe and multiple small diameter tube slurry seal pipes;
Characterized by comprising the following steps:
(1) shift to an earlier date preparation: according to injected hole size, depth, purchasing in advance and process suitable slip casting casing bit, especially
It is the expanded rubber set of suitable inner diameter;
(2) it carries out preposition Grouting Pipe suit to be connected directly with rear and front end, and expanded rubber set is covered in advance to direct middle concave
Groove location;
(3) it by intermediate junction device and being directly attached with rubber sleeve, is screwed onto expanded rubber set and is slightly expanded to just
Injected hole can be filled in;
(4) the front end expanded rubber covering device connected, preposition Grouting Pipe suit, rear end expanded rubber covering device, centre are connected
Connection device starts to place into injected hole;After firm, continue to tighten intermediate grouting device, make expanded rubber set continue to shrink it is swollen
It is swollen, until inside and outside silk is bonded completely;
(5) connection on inlet pipe road and intermediate junction device is carried out, while other pipelines being connected together and are finished, so far all companies
Connecing work terminates;
(6) slurry entry slurries B mouthful valve is closed, the slurry entry slurries A mouthful valve and decompression port valve are opened, pumps clear water, together
When check the leakproofness of all pipelines;After all inspections are errorless, decompression port valve can be closed, according to selected sealing of hole slurries class
Type selects the opening and closing of slurries A and slurries B slurry-inlet valve door;Slurry-inlet valve door is closed at this time, opens grouting stop-valve door, is carried out sealing of hole and is only starched
Processing;
(7) after sealing of hole, close grouting stop-valve door, open slurry-inlet valve door, according to selected grouting serous fluid type, select slurries A and
The opening and closing of slurries B slurry-inlet valve door carries out slip casting;
(8) after slip casting, the valve and four-way inlet pipe road valve of intermediate junction device is closed, pressure release end is opened simultaneously
Valve carry out pressure release, to pressure release after, by intermediate junction device together with four-way inlet pipe road with directly separate, at this time again
It is secondary to pump clear water with grouting pump, all valves are opened, the cleaning of device is carried out;Then intermediate junction device and four exchange devices are torn open
From will separate, be cleaned, in case use next time with the direct suit with preposition Grouting Pipe of expanded rubber set;
(9) it takes out ready auxiliary equipment tube head lid in advance to connect by screwing with preposition Grouting Pipe, injected hole is sealed
Hole processing guarantees tube head outer side of lid and construction side wall in same level in this process, finally by daub, into
The apparent recovery of row construction side wall.
2. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining, feature exist as described in claim 1
In the Large Diameter Pipeline Grouting Pipe is the steel pipe that both ends have internal thread;Multiple small diameter tube slurry seal pipes are welded on Large Diameter Pipeline slip casting
On the outside of pipe, side wall is provided with several and 45 ° of the vertical inclination of slurry seal pipe overhanging port.
3. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining, feature exist as described in claim 1
In the only slurry expanded rubber set covers at direct intermediate position, and expanded rubber set inside is bonded with direct outer wall.
4. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining as described in claim 1, which is characterized in that
The specific size of the preposition Grouting Pipe suit need to be determined by drilling.
5. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining, feature exist as described in claim 1
In being equipped with valve on the intermediate junction device.
6. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining, feature exist as described in claim 1
In being equipped with valve on each small diameter tube slurry seal pipe.
7. the application method suitable for the portable slip casting casing bit of grouting behind shaft or drift lining, feature exist as described in claim 1
In the 4th port is equipped with slurry mixer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711395578.1A CN108166993B (en) | 2017-12-21 | 2017-12-21 | A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711395578.1A CN108166993B (en) | 2017-12-21 | 2017-12-21 | A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining |
Publications (2)
Publication Number | Publication Date |
---|---|
CN108166993A CN108166993A (en) | 2018-06-15 |
CN108166993B true CN108166993B (en) | 2019-10-11 |
Family
ID=62523212
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711395578.1A Active CN108166993B (en) | 2017-12-21 | 2017-12-21 | A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108166993B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108729934B (en) * | 2018-07-06 | 2023-10-03 | 广州轨道交通建设监理有限公司 | Emergency water sealing rubber sleeve for underground space penetrated by water |
CN109295970A (en) * | 2018-11-15 | 2019-02-01 | 中冶建工集团有限公司 | Grouting port blocking device and the method for using the device slip casting |
CN111472347B (en) * | 2020-04-17 | 2022-01-11 | 中铁六局集团有限公司 | Leaking stoppage device for underground continuous wall water leakage position |
CN112411632A (en) * | 2020-11-16 | 2021-02-26 | 吉士达建设集团有限公司 | Pipe gallery seepage repairing process |
CN114251108B (en) * | 2021-12-23 | 2023-05-23 | 枣庄学院 | Rapid grouting hole sealing device for tunnel lining structure and use method |
CN114575883B (en) * | 2022-01-04 | 2023-10-31 | 中交(南京)建设有限公司 | Decompression guide grouting method suitable for airtight stratum |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2071248U (en) * | 1989-07-27 | 1991-02-13 | 镇江市古洞煤矿 | Slurry filling device for well wall |
US5954132A (en) * | 1996-11-05 | 1999-09-21 | Harris; Todd K. | Patching of injection and production well annular casing leaks for restoring mechanical integrity |
CN204492746U (en) * | 2015-01-13 | 2015-07-22 | 山东大学 | A kind of multifunctional information grouting device |
CN204511371U (en) * | 2015-03-29 | 2015-07-29 | 郝先虎 | Blender at the bottom of underground coal mine two fluid grouting hole |
CN205400670U (en) * | 2016-03-31 | 2016-07-27 | 宿州华安矿山安全科技有限公司 | Grouting tube |
-
2017
- 2017-12-21 CN CN201711395578.1A patent/CN108166993B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2071248U (en) * | 1989-07-27 | 1991-02-13 | 镇江市古洞煤矿 | Slurry filling device for well wall |
US5954132A (en) * | 1996-11-05 | 1999-09-21 | Harris; Todd K. | Patching of injection and production well annular casing leaks for restoring mechanical integrity |
CN204492746U (en) * | 2015-01-13 | 2015-07-22 | 山东大学 | A kind of multifunctional information grouting device |
CN204511371U (en) * | 2015-03-29 | 2015-07-29 | 郝先虎 | Blender at the bottom of underground coal mine two fluid grouting hole |
CN205400670U (en) * | 2016-03-31 | 2016-07-27 | 宿州华安矿山安全科技有限公司 | Grouting tube |
Also Published As
Publication number | Publication date |
---|---|
CN108166993A (en) | 2018-06-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108166993B (en) | A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining | |
CN101864778B (en) | Method for leaking stoppage of external wall of underground structure | |
CN106352197A (en) | Rapid first-aid repair device and method for pipeline | |
CN103174149A (en) | Dam body joint circulation grouting method | |
CN209083252U (en) | A kind of brill downhole explosion and water filling or fracturing integrated hole packer | |
CN110159224A (en) | Three pouches block integral type hole sealing device and method for sealing | |
CN201129183Y (en) | Tubule subsection repeat grouting apparatus | |
CN207583345U (en) | Mining drilling pump drainage fluid filling hole sealing device | |
CN205315291U (en) | Efflux drinking device | |
CN107255204A (en) | A kind of non-stop plugging technique leaked for gas pipeline crack formula | |
CN208778877U (en) | Non- preset water string device | |
CN109268031A (en) | Tube coupling can fill the plugging structure and construction method of bag type paste at service channel hole | |
CN206174965U (en) | Double entry slip casting pipe slip casting device | |
CN101113663B (en) | Mechanical water-shutoff construction method of mine hydrophthalmos and plugging apparatus for water-shutoff | |
CN109184616B (en) | Double-hole pipe grouting plugging device and using method thereof | |
CN104964121B (en) | A kind of sleeve water leakage plugging method | |
CN110486538A (en) | A kind of service sleeve connect plugging structure and method for blocking with pipeline | |
CN206246921U (en) | A kind of rapid pipeline repairing device | |
CN209622218U (en) | Double spigot mouth RC pipejacking | |
CN109487808A (en) | A kind of leak stopping system of composite paster slip casting | |
CN214144023U (en) | Assembled inspection shaft connection structure | |
CN109854814A (en) | A kind of jacking pipe structure and the method for jacking pipe structure periphery lubrication slip casting | |
CN110939462B (en) | Accurate pouring device for confined concrete arch and efficient construction method | |
CN209308053U (en) | A kind of leak stopping system of composite paster slip casting | |
CN209053563U (en) | Injected hole sealing casing for underground extraction borehole operation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |