CN109538159A - A kind of remote grouting method and grouting system - Google Patents
A kind of remote grouting method and grouting system Download PDFInfo
- Publication number
- CN109538159A CN109538159A CN201811353271.XA CN201811353271A CN109538159A CN 109538159 A CN109538159 A CN 109538159A CN 201811353271 A CN201811353271 A CN 201811353271A CN 109538159 A CN109538159 A CN 109538159A
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- CN
- China
- Prior art keywords
- grouting
- slip casting
- signal
- operator
- pump
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
- E21B33/13—Methods or devices for cementing, for plugging holes, crevices, or the like
Abstract
The present invention provides a kind of remote grouting method and grouting system, including 1) hydraulic system of grouting pump and drilling machine is connected firmly；2) work is checked before slip casting；3) slip casting: 31) cement slurry preparing barrel slurrying is used, while grouting pipeline being connect with aperture Grouting Pipe；32) by slip casting signal transmitted by signal system, operator starts drilling machine and grouting pump starts slip casting；33) after one barrel of slurry has been infused, slurry is sent by signal system and is finished signal, operator closes grouting pump and aperture ball valve, stops slip casting；Repeat 31) -33) it completes to Present Borehole slip casting；4) after Present Borehole returns slurry, operator unloads aperture Grouting Pipe later and moves to next drilling according to signal-off grouting pump and aperture ball valve and release, and so on.Compared with prior art, Grouting Pipe is made by more end to end high-pressure rubber pipes, is suitable for the bored grouting demand of different distance.It is more adaptable particularly with topography complexity position.
Description
Technical field
The present invention relates to coal mine down-hole drilling slurry injection technique field, specifically a kind of remote grouting method and slip castings
System.
Background technique
The hydraulic grouting pump that underground coal mine generallys use at present carries out slip casting, this grouting process, hydraulic slip casting to drilling
Pump utilizes the hydraulic system of drilling machine, carries out slip casting to drilling (generally within 10m) near purpose drilling.So slip casting away from
From limited, equipment must follow drilling, and in particular location, relocation equipment is difficult, and slip casting is caused to be obstructed.
Summary of the invention
The technical problem to be solved by the present invention is to how grouting method be made to be suitable for subsurface environment.
The present invention solves above-mentioned technical problem by the following technical programs:
A kind of remote grouting method, comprising the following steps:
1) hydraulic system of grouting pump and drilling machine is connected firmly；
2) work is checked before slip casting
Check whether pipeline has blocking using clear water pump testing, and with pressure wind, it is ensured that pipeline is unobstructed；Detect drilling machine pressure gauge and
Whether release triple valve is unobstructed；Check whether signal system is sensitive；
3) slip casting
31) cement slurry preparing barrel slurrying is used, while grouting pipeline being connect with aperture Grouting Pipe；Grouting Pipe uses more high-pressure glues
Pipe head and the tail connection is formed；
32) by slip casting signal transmitted by signal system, operator starts drilling machine and grouting pump starts slip casting；
33) after one barrel of slurry has been infused, slurry is sent by signal system and is finished signal, operator closes grouting pump and aperture
Ball valve stops slip casting；
Repeat 31) -33), until Present Borehole slip casting is completed；
4) after Present Borehole returns slurry, operator unloads later according to signal-off grouting pump and aperture ball valve and release
Aperture Grouting Pipe moves to next drilling, notifies operator to open grouting pump by signal after the installation is completed, and so on, directly
It is finished to all bored groutings.
Preferably, the signal system includes signaling point, concrete signal control method at signaling point and slip casting at cement slurry preparing barrel
Are as follows: after the completion of slurrying, the operator of signaling point to transmission slip casting signal at slip casting while opening grouting pump at slurrying, at slip casting
Operator starts drilling machine and starts slip casting, and after the slurry in cement slurry preparing barrel is finished, signaling point operator is at slip casting at slurrying
It sends and stops slip casting signal and simultaneously close grouting pump, slip casting point operator aperture ball valve waits next slip casting signal again again
It opens；When Present Borehole returns slurry, slip casting signaling point sends slip casting to slurrying point and completes signal, and slurrying point operator closes note
Stock pump waits next signal to restart again.
The present invention also provides a kind of remote grouting systems, applied to above-mentioned method；Including borer system, hydraulic slip casting
Pump, pulping system, Grouting Pipe；The hydraulic grouting pump is connected by the hydraulic system of pipeline and borer system, and Grouting Pipe passes through
Hydraulic grouting pump is connect with pulping system.
The present invention has the advantages that
Grouting Pipe is made by more end to end high-pressure rubber pipes, is suitable for the bored grouting demand without distance, and
Large-scale grouting equipment is not needed to carry, particularly with the position of transportation system's complexity, advantage is more obvious.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of 1 grouting system of the embodiment of the present invention.
Specific embodiment
The effect of to make to structure feature of the invention and being reached, has a better understanding and awareness, to preferable
Examples and drawings cooperation detailed description, is described as follows:
Embodiment 1
As shown in Figure 1, a kind of remote grouting system, including ZDY-3200S type hydraulic drill rig one, ZBY3/7.0-11
Type hydraulic grouting pump one, cement mixer barrel one, the several head and the tail of Φ 25mm × 10m high-pressure rubber pipe connect to form 1 (root of Grouting Pipe
According to needing to increase and decrease)；Hydraulic grouting pump is connected by the hydraulic system of pipeline and borer system, and Grouting Pipe 1 passes through hydraulic grouting pump
It is connect with pulping system.
Embodiment 2
A kind of remote grouting method, comprising the following steps:
Step 1 checks whether grouting pump is connect with drilling machine oil pipe secured, and carries out whether just second protection checks grouting pump
Often operating, checks whether pipeline is connected firmly and carries out second protection.
Step 2, with clear water pump testing, it is ensured that grouting pump running is normal；Check whether pipeline has blocking with pressure wind, it is ensured that pipeline
It is unobstructed.
Step 3 checks that whether intact drilling machine pressure gauge, grouting pump pressure gauge be accurate, checks whether release threeway has blocking.
Step 4, operator are in place: a drill hole at least people also serves as " signalman " as slip casting responsible person, at slurrying extremely
Few two people a, wherein people also serves as " signalman "；Whether checkpoint bell signal is sensitive reliable.
Step 5, slurrying people's slurrying, while 1 tunnel of Grouting Pipe is connect by slip casting responsible person with aperture Grouting Pipe 1, end of operation
Grouting behind shaft or drift lining responsible person gets (two o'clock) notice slurrying people ready, and slurrying people gets response ready, while starting drilling machine and starting slip casting.
After step 6, one barrel of slurry have been infused, " signalman " gets (a long point) notice slip casting responsible person ready at slurrying, and other side gets ready
It responds, and closes aperture ball valve, slurrying people continues slurrying, and slurrying terminates to get (two o'clock) notice slip casting responsible person ready, and slip casting is responsible for
People opens aperture ball valve, and gets (two o'clock) response ready, slurrying responsible person's turn on pump, and so on.
After slurry is returned in step 7, first hole, slip casting responsible person gets (a long point) notice slurrying people ready, beats after slurrying people's termination of pumping
Point is responded.Slip casting responsible person closes aperture ball valve and release and (is installing release between the second root canal road apart from first, aperture
Threeway) after unload aperture Grouting Pipe 1 and move to next hole.Get notice slurrying people ready after the installation is completed, and so on, until last
One bored grouting terminates.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and what is described in the above embodiment and the description is only the present invention
Principle, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these variation and
Improvement is both fallen in the range of claimed invention.The present invention claims protection scope by appended claims and its
Equivalent defines.
Claims (3)
1. a kind of remote grouting method, it is characterised in that: the following steps are included:
1) hydraulic system of grouting pump and drilling machine is connected firmly；
2) work is checked before slip casting
Check whether pipeline has blocking using clear water pump testing, and with pressure wind, it is ensured that pipeline is unobstructed；Detect drilling machine pressure gauge and release
Whether triple valve is unobstructed；Check whether signal system is sensitive；
3) slip casting
31) cement slurry preparing barrel slurrying is used, while grouting pipeline being connect with aperture Grouting Pipe；Grouting Pipe uses more high-pressure rubber pipe head
Tail connects to be formed；
32) by slip casting signal transmitted by signal system, operator starts drilling machine and grouting pump starts slip casting；
33) after one barrel of slurry has been infused, slurry is sent by signal system and is finished signal, operator closes grouting pump and aperture ball
Valve stops slip casting；
Repeat 31) -33), until Present Borehole slip casting is completed；
4) after Present Borehole returns slurry, operator unloads aperture according to signal-off grouting pump and aperture ball valve and release later
Grouting Pipe moves to next drilling, notifies operator to open grouting pump by signal after the installation is completed, and so on, until institute
There is bored grouting to finish.
2. a kind of remote grouting method according to claim 1, it is characterised in that: the signal system includes cement slurry preparing barrel
Locate signaling point at signaling point and slip casting, concrete signal control method are as follows: after the completion of slurrying, at slurrying the operator of signaling point to
Slip casting signal is sent at slip casting and opens grouting pump simultaneously, and operator starts drilling machine and starts slip casting at slip casting, when in cement slurry preparing barrel
After slurry is finished, signaling point operator stops slip casting signal to transmission at slip casting and closes grouting pump at slurrying, slip casting point behaviour
Make personnel aperture ball valve, next slip casting signal is waited to reopen again；When Present Borehole returns slurry, slip casting signaling point is to slurrying
Point sends slip casting and completes signal, and slurrying point operator closes grouting pump, and next signal is waited to restart again.
3. a kind of remote grouting system, it is characterised in that: applied to any method of the claims 1 to 3；Including
Borer system, hydraulic grouting pump, pulping system, Grouting Pipe；The hydraulic grouting pump passes through the hydraulic pressure system of pipeline and borer system
System connection, Grouting Pipe are connect by hydraulic grouting pump with pulping system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811353271.XA CN109538159A (en) | 2018-11-14 | 2018-11-14 | A kind of remote grouting method and grouting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811353271.XA CN109538159A (en) | 2018-11-14 | 2018-11-14 | A kind of remote grouting method and grouting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109538159A true CN109538159A (en) | 2019-03-29 |
Family
ID=65847223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811353271.XA Pending CN109538159A (en) | 2018-11-14 | 2018-11-14 | A kind of remote grouting method and grouting system |
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| Country | Link |
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| CN (1) | CN109538159A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4470457A (en) * | 1981-02-23 | 1984-09-11 | Proizvodstvennoe Geologicheskoe Obiedinenie Tsentralnykh Raionov "Tsentrgeologiya" | Device for the transfer of plugging and grouting materials to, and their processing at, a pre-set level in a well |
| CN202544864U (en) * | 2012-04-20 | 2012-11-21 | 中国水利水电第五工程局有限公司 | Series-connection relay long-distance grout feeding device for tunnel |
| CN205278203U (en) * | 2016-01-18 | 2016-06-01 | 周茗如 | Defeated thick liquid pipe that civil engineering slip casting was used |
| CN106194101A (en) * | 2016-07-08 | 2016-12-07 | 河南理工大学 | A kind of dynamic crack, coal seam automatic filling sealing device and method |
| CN107120127A (en) * | 2017-06-20 | 2017-09-01 | 淮南矿业(集团)有限责任公司 | A kind of remote quick grouting device |
-
2018
- 2018-11-14 CN CN201811353271.XA patent/CN109538159A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4470457A (en) * | 1981-02-23 | 1984-09-11 | Proizvodstvennoe Geologicheskoe Obiedinenie Tsentralnykh Raionov "Tsentrgeologiya" | Device for the transfer of plugging and grouting materials to, and their processing at, a pre-set level in a well |
| CN202544864U (en) * | 2012-04-20 | 2012-11-21 | 中国水利水电第五工程局有限公司 | Series-connection relay long-distance grout feeding device for tunnel |
| CN205278203U (en) * | 2016-01-18 | 2016-06-01 | 周茗如 | Defeated thick liquid pipe that civil engineering slip casting was used |
| CN106194101A (en) * | 2016-07-08 | 2016-12-07 | 河南理工大学 | A kind of dynamic crack, coal seam automatic filling sealing device and method |
| CN107120127A (en) * | 2017-06-20 | 2017-09-01 | 淮南矿业(集团)有限责任公司 | A kind of remote quick grouting device |
Non-Patent Citations (4)
| Title |
|---|
| 姜凌宇 等: "串联接力长距离中转送灌浆施工技术", 《甘肃水力水电技术》 * |
| 李学诚 等: "《中国煤矿安全大全》", 31 March 1998, 煤炭工业出版社 * |
| 王成 等: "《厚煤层综采工作面空巷综合治理技术及应用》", 30 September 2018, 中国矿业大学出版社 * |
| 顾永辉 等: "《煤矿电工手册 第四分册 采掘运机械的电气控制及通信（下）修订本》", 30 April 1998, 煤炭工业出版社 * |
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| PB01 | Publication | ||
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Application publication date: 20190329 |