CN107013236B - The vertical karst plugging device in space and method for blocking - Google Patents
The vertical karst plugging device in space and method for blocking Download PDFInfo
- Publication number
- CN107013236B CN107013236B CN201710325617.4A CN201710325617A CN107013236B CN 107013236 B CN107013236 B CN 107013236B CN 201710325617 A CN201710325617 A CN 201710325617A CN 107013236 B CN107013236 B CN 107013236B
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- Prior art keywords
- karst
- delivery pipe
- concrete delivery
- slurries
- pipe
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- 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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Links
- 230000000903 blocking effect Effects 0.000 title claims abstract description 18
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000002002 slurry Substances 0.000 claims abstract description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 238000007711 solidification Methods 0.000 claims abstract description 8
- 230000008023 solidification Effects 0.000 claims abstract description 8
- 244000025254 Cannabis sativa Species 0.000 claims description 14
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 14
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 14
- 235000009120 camo Nutrition 0.000 claims description 14
- 235000005607 chanvre indien Nutrition 0.000 claims description 14
- 239000011487 hemp Substances 0.000 claims description 14
- 239000011440 grout Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 11
- 238000007569 slipcasting Methods 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000007769 metal material Substances 0.000 claims description 3
- 229920002472 Starch Polymers 0.000 claims description 2
- 235000019698 starch Nutrition 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 239000008107 starch Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 11
- 238000010276 construction Methods 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 2
- 230000009172 bursting Effects 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 230000001314 paroxysmal effect Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000003325 tomography Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The present invention provides a kind of vertical karst plugging device in space and method for blocking, are related to Tunnel Engineering technical field, solve complicated closure process, time length, increase the risk in constructing, the bad technical problem for the treatment of effect.The plugging device includes concrete delivery pipe and Grouting Pipe, and concrete delivery pipe runs through karst, and there are gaps between karst and concrete conveyance pipe outer wall；The quick consolidated structure of slurries is provided on concrete delivery pipe, the slurries of Grouting Pipe outflow flow to the gap between karst and concrete conveyance pipe outer wall after the quick consolidated structure of slurries to block the gap, and the quick consolidated structure of slurries can accelerate the solidification of slurries by way of the contact area for the slurries and air that expansion flows through.When closure, low pressure water mud is poured into out of Grouting Pipe and is blocked.The present invention has the characteristics that closure is fast, the time is short, easy to operate, plugging effect is good.
Description
Technical field
The present invention relates to Tunnel Engineering technical fields, more particularly, to a kind of vertical karst plugging device in space and envelope
Blocking method.
Background technique
China karst area is widely distributed, and solvable rock stratum distribution area accounts for about the 1/3 of territory total area.With China's economy
Rapid development, development of the West Regions construction flourish, infrastructure construction scale constantly expands, in karst area constructing underground building
Or tunnel (lane) road is excavated, extensive, paroxysmal water bursting factor disaster is easily induced in construction.With increasingly dashing forward for the above problem
Out, have become one of the hot spot of this field to the research of underground engineering water bursting factor disaster.
It in Practical Project, is influenced by geological structure and corrosion, often there are many unfavorable geologic bodies in rock mass, such as fill
The karst or tomography for filling out type, breakdown karst often occur during rich water karst developmentally belt construction causes largely
The scene of water burst, when it is limestone basis that tunnel, which is located at lithology, often limestone develops more karst, in tunnel top and ground
It needs that vertical duct is arranged between face, if vertical duct passes through karst and enters in tunnel, it is easy to leakage phenomenon occurs, it will
Water in karst is brought into tunnel.Existing processing method is all more complicated, and the plugging effect to karst water is not to manage very much
Think, most common method is to carry out grout sealing to karst periphery.
Applicants have discovered that at least there is following technical problem in the prior art:
The prior art has closure process complicated, and the time is long, indirectly increases the risk in construction, while treatment effect
It is less desirable, therefore, existing karst leaking-stopping measure be it is dissatisfactory how can be carried out quickly and effectively block be need
It solves the problems, such as.
Summary of the invention
The purpose of the present invention is to provide can quickly and effectively carry out vertical karst closure, reduce work progress wind
The vertical karst plugging device in space and method for blocking of danger, with solve closure process existing in the prior art it is complicated, when
Between it is long, increase risk in construction, while the technical problem that treatment effect is less desirable.
To achieve the above object, the present invention provides following technical schemes:
The vertical karst plugging device in a kind of space provided by the invention, including concrete delivery pipe and Grouting Pipe, institute
Concrete delivery pipe is stated through karst, there are gaps between the karst and the concrete conveyance pipe outer wall；Institute
It states and is provided with the quick consolidated structure of slurries on concrete delivery pipe, the slurries of the Grouting Pipe outflow pass through the fast rapid hardening of the slurries
The gap flowed between the karst and the concrete conveyance pipe outer wall after fixing structure is to block the gap, the slurry
The quick consolidated structure of liquid can accelerate the solidification of slurries by way of the contact area for the slurries and air that expansion flows through.As excellent
Choosing, the concrete delivery pipe is vertically threaded through in karst；The concrete delivery pipe upper end is located at ground or more, under
End is located at karst lower part；The Grouting Pipe is fixedly connected on the concrete conveyance tube wall, the Grouting Pipe and institute
It states concrete delivery pipe to be arranged in parallel, the slip casting length of tube is less than the concrete conveyance length of tube；The Grouting Pipe lower end
Positioned at karst water surface top, upper end is located at ground or more, and the quick consolidated structure of slurries is located at below the Grouting Pipe.
By the way that Grouting Pipe is arranged on concrete conveyance tube wall, Grouting Pipe lower end is corresponded in concrete delivery pipe lower part
The quick consolidated structure of slurries is arranged in position, is carried out by the quick consolidated structure of slurries to the cement grout being perfused in Grouting Pipe quick
Solidification is fixed, so that the effect of quick blocking can be realized, and since quick blocking can also improve the safety during blocking
Property, reduce work progress risk.
As a further improvement of the present invention, the quantity more than two of the Grouting Pipe, all Grouting Pipes are uniform
It is arranged on the concrete conveyance tube wall.Grout off slurries can be carried out from different perspectives by multiple Grouting Pipes
Perfusion improves and blocks efficiency, shortens blocking time, improves working efficiency.
As a further improvement of the present invention, the Grouting Pipe caliber is less than the concrete delivery pipe caliber.
As a further improvement of the present invention, the concrete conveyance pipe diameter is 150mm.
As a further improvement of the present invention, the quick consolidated structure of the slurries is using rope made of hemp winding setting described mixed
Rope made of hemp group on solidifying soil conveying tube wall.
It is improved as another kind of the invention, the quick consolidated structure of slurries is wrapped in the coagulation using cloth material
It is made on soil conveying tube wall.
As a further improvement of the present invention, the diameter of the quick consolidated structure of the slurries is not more than the concrete conveyance
Pipe diameter and the slip casting pipe diameter and.
As a further improvement of the present invention, the Grouting Pipe and the concrete delivery pipe are all made of metal material system
At.
The present invention also provides a kind of vertical karst method for blocking in space, using the vertical karst in space
The method that plugging device carries out the closure after karst water burst, the specific steps are as follows:
Step 1: through-hole is opened up in earth's surface according to water exit position first, the through-hole is connected to the karst；
Step 2: the concrete delivery pipe is inserted through the karst pipe out of the through-hole in step 1
Road is inserted into during the concrete delivery pipe water level observed in the karst, on the concrete delivery pipe
The quick consolidated structure bottom end of slurries stops transferring the concrete delivery pipe below water level；
Step 3: connecting all Grouting Pipes on the concrete delivery pipe periphery, is carried out using low pressure water mud
Slip casting.
As a further improvement of the present invention, the through-hole specification is 200mm.
The present invention is and fast in Grouting Pipe lower part setting slurries by being fixedly connected with Grouting Pipe on concrete delivery pipe side wall
Rapid hardening fixing structure can greatly improve grouting cement grout cures speed, so that the water of the vertical karst in space quickly be had
Effect block, and reduces work progress risk.
The present invention uses the rope made of hemp as the quick consolidated structure of slurries, since the frictional force of the rope made of hemp is very big, when the rope made of hemp and cement
Cement grout can be kept here when slurry liquid contacts, the rope made of hemp also has can be by the contact area for the slurries and air that expansion flows through
Mode accelerates the solidification of slurries, and cement grout is enable quickly to solidify, to realize the effect of quick blocking.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is structural schematic diagram when the vertical karst plugging device in space of the present invention uses；
Fig. 2 is the top view of the vertical karst plugging device in space of the present invention.
1- concrete delivery pipe in figure；2- Grouting Pipe；The quick consolidated structure of 3- slurries；The 4- karst water surface.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, technical solution of the present invention will be carried out below
Detailed description.Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, those of ordinary skill in the art are obtained all without making creative work
Other embodiment belongs to the range that the present invention is protected.
As depicted in figs. 1 and 2, the present invention provides a kind of vertical karst plugging device in space, including concrete are defeated
Pipe 1 and Grouting Pipe 2 are sent, concrete delivery pipe 1 runs through karst, exists between 1 outer wall of karst and concrete delivery pipe
Gap；The quick consolidated structure 3 of slurries is provided on concrete delivery pipe 1, the slurries that Grouting Pipe 2 flows out quickly are solidified by slurries
The gap between 1 outer wall of karst and concrete delivery pipe is flowed to after structure 3 to block the gap, slurries quickly solidify knot
Structure 3 can accelerate the solidification of slurries by way of the contact area for the slurries and air that expansion flows through.Preferably, concrete
Delivery pipe 1 is vertically threaded through in karst；1 upper end of concrete delivery pipe is located at ground or more, and lower end is located under karst
Portion；Grouting Pipe 2 is fixedly connected on 1 tube wall of concrete delivery pipe, and Grouting Pipe 2 is arranged in parallel with concrete delivery pipe 1, Grouting Pipe
2 length are less than 1 length of concrete delivery pipe；2 lower end of Grouting Pipe is located at 4 top of the karst water surface, and upper end is located at ground or more,
The quick consolidated structure 3 of slurries is located at 2 lower section of Grouting Pipe.By the way that Grouting Pipe 2 is arranged on 1 tube wall of concrete delivery pipe, in coagulation
Native 1 lower part of delivery pipe corresponds to the position setting quick consolidated structure 3 of slurries of 2 lower end of Grouting Pipe, passes through the quick consolidated structure 3 of slurries
It carries out quickly solidification to the cement grout being perfused in Grouting Pipe 2 to fix, so that the effect of quick blocking can be realized, and due to fast
Speed blocks the safety that can also be improved during blocking, and reduces work progress risk.
As optional embodiment, the quantity more than two of Grouting Pipe 2, all Grouting Pipes 2 are uniformly arranged on coagulation
On native 1 tube wall of delivery pipe.Grout off slurry filling can be carried out from different perspectives by multiple Grouting Pipes 2, improved and blocked effect
Rate shortens blocking time, improves working efficiency.
Preferably, 2 caliber of Grouting Pipe is less than 1 caliber of concrete delivery pipe, and 1 diameter of concrete delivery pipe is 150mm, slurries
Quick consolidated structure 3 is to wind the rope made of hemp group being arranged on 1 tube wall of concrete delivery pipe using the rope made of hemp.The quick consolidated structure of slurries
3 diameter no more than 1 diameter of concrete delivery pipe and 2 diameter of Grouting Pipe and, Grouting Pipe 2 and concrete delivery pipe 1 are all made of
Metal material is made.
As another embodiment, the quick consolidated structure 3 of slurries is wrapped in the pipe of concrete delivery pipe 1 using cloth material
It is made on wall.
The present invention also provides a kind of vertical karst method for blocking in space, the vertical karst in the space of use is blocked
The method that device carries out the closure after karst water burst, the specific steps are as follows:
Step 1: through-hole is opened up in earth's surface according to water exit position first, through-hole is connected to karst；
Step 2: concrete delivery pipe 1 is inserted through karst out of through-hole in step 1, is inserted into concrete
The water level in karst is observed during delivery pipe 1, under quick 3 bottom end of consolidated structure of slurries on concrete delivery pipe 1
Stop decentralization concrete delivery pipe 1 below to water level；
Step 3: connecting all Grouting Pipes 2 on 1 periphery of concrete delivery pipe, carries out slip casting using low pressure water mud.It is excellent
Choosing, through-hole specification is 200mm.
The present invention is arranged in 2 lower part of Grouting Pipe and starches by being fixedly connected with Grouting Pipe 2 on 1 side wall of concrete delivery pipe
The quick consolidated structure 3 of liquid, can greatly improve grouting cement grout cures speed, so that the water of the vertical karst in space is fast
Speed is effectively blocked, and work progress risk is reduced.
The present invention uses the rope made of hemp as the quick consolidated structure 3 of slurries, since the frictional force of the rope made of hemp is very big, when the rope made of hemp and cement
Cement grout can be kept here when slurry liquid contacts, the rope made of hemp also has can be by the contact area for the slurries and air that expansion flows through
Mode accelerates the solidification of slurries, and cement grout is enable quickly to solidify, to realize the effect of quick blocking.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
Those familiar with the art in the technical scope disclosed by the present invention, can easily think of the change or the replacement, and should all contain
Lid is within protection scope of the present invention.Therefore, protection scope of the present invention should be based on the protection scope of the described claims.
Claims (10)
1. a kind of vertical karst plugging device in space, it is characterised in that: including concrete delivery pipe (1) and Grouting Pipe (2),
The concrete delivery pipe (1) runs through karst, exists between the karst and the concrete delivery pipe (1) outer wall
Gap；The quick consolidated structure of slurries (3), the slurries warp of Grouting Pipe (2) outflow are provided on the concrete delivery pipe (1)
It is flowed between the karst and the concrete delivery pipe (1) outer wall after crossing the quick consolidated structure of the slurries (3)
Gap is to block the gap, simultaneously from the through-hole insertion being located in the corresponding earth's surface of water exit position by the concrete delivery pipe (1)
Across the karst, to the quick consolidated structure of the slurries (3) bottom end on the concrete delivery pipe (1) down toward water level
Stop transferring the concrete delivery pipe (1) below, slip casting is then carried out using low pressure water mud, the slurries quickly solidify
Structure (3) can be accelerating to starch by way of increasing with cement grout frictional force and expanding the contact area of the slurries and air that flow through
The solidification of liquid.
2. the vertical karst plugging device in space according to claim 1, it is characterised in that: the Grouting Pipe (2)
Quantity more than two, all Grouting Pipes (2) are uniformly arranged on the concrete delivery pipe (1) tube wall.
3. the vertical karst plugging device in space according to claim 2, it is characterised in that: Grouting Pipe (2) pipe
Diameter is less than the concrete delivery pipe (1) caliber.
4. the vertical karst plugging device in space according to claim 3, it is characterised in that: the concrete delivery pipe
(1) diameter is 150mm.
5. the vertical karst plugging device in space according to claim 1, it is characterised in that: the slurries quickly solidify
Structure (3) is the rope made of hemp group being arranged on the concrete delivery pipe (1) tube wall using rope made of hemp winding.
6. the vertical karst plugging device in space according to claim 1, it is characterised in that: the slurries quickly solidify
Structure (3) is wrapped on the concrete delivery pipe (1) tube wall using cloth material and is made.
7. the vertical karst plugging device in space according to claim 5 or 6, it is characterised in that: the slurries are quick
The diameter of consolidated structure (3) no more than the concrete delivery pipe (1) diameter and the Grouting Pipe (2) diameter and.
8. the vertical karst plugging device in space according to claim 1, it is characterised in that: the Grouting Pipe (2) and
The concrete delivery pipe (1) is all made of metal material and is made.
9. a kind of vertical karst method for blocking in space, it is characterised in that: using according to any one of claims 1 to 6
The method that the vertical karst plugging device in space carries out the closure after karst water burst, the specific steps are as follows:
Step 1: through-hole is opened up in earth's surface according to water exit position first, the through-hole is connected to the karst；
Step 2: being inserted through the karst out of the through-hole in step 1 for the concrete delivery pipe (1),
The water level observed in the karst is inserted into during the concrete delivery pipe (1), on the concrete delivery pipe (1)
The quick consolidated structure of the slurries (3) bottom end stop transferring the concrete delivery pipe (1) below water level；
Step 3: connecting all Grouting Pipes (2) on the concrete delivery pipe (1) periphery, using low pressure water mud into
Row slip casting.
10. the vertical karst method for blocking in space according to claim 9, it is characterised in that: the through-hole diameter is
200mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710325617.4A CN107013236B (en) | 2017-05-10 | 2017-05-10 | The vertical karst plugging device in space and method for blocking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710325617.4A CN107013236B (en) | 2017-05-10 | 2017-05-10 | The vertical karst plugging device in space and method for blocking |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107013236A CN107013236A (en) | 2017-08-04 |
| CN107013236B true CN107013236B (en) | 2019-05-21 |
Family
ID=59449484
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710325617.4A Expired - Fee Related CN107013236B (en) | 2017-05-10 | 2017-05-10 | The vertical karst plugging device in space and method for blocking |
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| Country | Link |
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| CN (1) | CN107013236B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025896A (en) * | 2018-08-30 | 2018-12-18 | 重庆川九建设有限责任公司 | A kind of dolomite spy water hole method for blocking |
| CN113653460B (en) * | 2020-11-16 | 2023-04-07 | 中国石油天然气集团有限公司 | Solid pipe plugging device |
| CN112253227B (en) * | 2020-11-25 | 2023-04-18 | 中国煤炭地质总局第二水文地质队 | Underground cavity plugging device and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155241A (en) * | 2011-05-10 | 2011-08-17 | 广州市城市规划勘测设计研究院 | Karst grouting reinforcement water-stop constructing method |
| CN202970614U (en) * | 2012-12-05 | 2013-06-05 | 山东大学 | Water burst drilling and water sealing device |
| CN103821544A (en) * | 2014-02-28 | 2014-05-28 | 山东大学 | Tunnel and underground engineering high-pressure high-flow-rate sudden surging water control method |
| CN104481450A (en) * | 2014-11-07 | 2015-04-01 | 北京中煤矿山工程有限公司 | Sealing method for hydrological hole |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101022505B1 (en) * | 2008-09-19 | 2011-03-16 | 코오롱건설주식회사 | Filling method for void space of lining concrete of top end tunnel |
-
2017
- 2017-05-10 CN CN201710325617.4A patent/CN107013236B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155241A (en) * | 2011-05-10 | 2011-08-17 | 广州市城市规划勘测设计研究院 | Karst grouting reinforcement water-stop constructing method |
| CN202970614U (en) * | 2012-12-05 | 2013-06-05 | 山东大学 | Water burst drilling and water sealing device |
| CN103821544A (en) * | 2014-02-28 | 2014-05-28 | 山东大学 | Tunnel and underground engineering high-pressure high-flow-rate sudden surging water control method |
| CN104481450A (en) * | 2014-11-07 | 2015-04-01 | 北京中煤矿山工程有限公司 | Sealing method for hydrological hole |
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| Publication number | Publication date |
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| CN107013236A (en) | 2017-08-04 |
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