CN106837382A - A kind of subway tunnel country rock pre grouting from the surface reinforcement process - Google Patents
A kind of subway tunnel country rock pre grouting from the surface reinforcement process Download PDFInfo
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- CN106837382A CN106837382A CN201710095827.9A CN201710095827A CN106837382A CN 106837382 A CN106837382 A CN 106837382A CN 201710095827 A CN201710095827 A CN 201710095827A CN 106837382 A CN106837382 A CN 106837382A
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- subway tunnel
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- slip casting
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- 239000011435 rock Substances 0.000 title claims abstract description 90
- 238000000034 method Methods 0.000 title claims abstract description 43
- 230000002787 reinforcement Effects 0.000 title claims abstract description 34
- 238000005553 drilling Methods 0.000 claims abstract description 66
- 238000007569 slipcasting Methods 0.000 claims abstract description 42
- 238000010276 construction Methods 0.000 claims abstract description 38
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 239000002002 slurry Substances 0.000 claims abstract description 11
- 230000007704 transition Effects 0.000 claims abstract description 6
- 239000011440 grout Substances 0.000 claims abstract description 5
- 238000007789 sealing Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 210000004911 serous fluid Anatomy 0.000 claims description 4
- 239000011398 Portland cement Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000011010 flushing procedure Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 3
- 238000005065 mining Methods 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 2
- 230000005012 migration Effects 0.000 claims 1
- 238000013508 migration Methods 0.000 claims 1
- 238000009412 basement excavation Methods 0.000 abstract description 3
- 230000008093 supporting effect Effects 0.000 abstract description 3
- 230000002708 enhancing effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 239000000243 solution Substances 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
- E21D11/04—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention is disclosed the invention discloses a kind of subway tunnel country rock pre grouting from the surface reinforcement process, is comprised the following steps：(1) the subway tunnel country rock scope for needing reinforcement, as target rock mass region are determined；(2) pore-creating section construction is inclined：Construction of Inclined drills so that inclined drill draws near close to target rock mass region, and progressively transition is horizontal drilling；Sleeve pipe is installed in inclined drill；(3) construction level slip casting section：Construction level is drilled, and horizontal drilling section is reinforced country rock length and determined by pre-pouring grout；(4) grouting and reinforcing：Slurries by Drill-pipe conveyed to target rock mass；(5) after whole horizontal drilling slip castings terminate, the sleeve pipe in inclined drill is extracted, then carries out sealing of hole.The present invention can effectively reinforce subway tunnel country rock, prevent from the phenomenons such as country rock slump or roof fall occur after metro tunnel excavation, improves subway work efficiency and the subway tunnel country rock pre grouting from the surface reinforcement process of enhancing subway tunnel surrounding rock supporting effect.
Description
Technical field
The present invention relates to the construction technology that the pre grouting from the surface of shallow tunnel country rock is reinforced, it is adaptable to subway, underground pipe gallery
Deng the subterranean tunnel of municipal works, the stability of fragmented rock body can be improved, improve the Geological Environment Engineering of constructing tunnel.
Background technology
The continuous expansion of city size, the continuous growth of the size of population, cause serious urban traffic jam, this gesture
Necessity ask for help increase utilization to the underground space, the effective means that subway turns into and alleviates traffic pressure, accelerates city rhythm.Mesh
Before, each big city of China continues to increase dynamics in terms of subway construction, and the construction of subway will be empty China's 21 century Urban Underground
Between develop emphasis.All building subway transportation system in more than 20, whole nation city.
Subway tunnel typically belongs to the underground structure of shallow embedding, and, subway line can all pass through urban population compact district, ground
Face situation is complicated, river, road, bridge, buildings or structures and military restricted zone etc., therefore, mostly using shield method, ore deposit
Mountain method is constructed, and reduces the influence of Construction on Ground.But, Mass Near The Top of Underground Cavity rock mass often produces larger sinking after excavation
Drop, fragmented rock body even occurs the phenomenons such as slump, roof fall, and especially the rock mass around the severely-weathered subterranean tunnel of shallow embedding is typically located
It is intensive and very among broken state in joint, cause subway work inefficiency and surrounding rock supporting decreased effectiveness.
The content of the invention
In view of this, can effectively reinforce subway tunnel country rock the invention reside in offer one kind, prevent metro tunnel excavation
Occur the phenomenons such as country rock slump or roof fall afterwards, improve subway work efficiency and the subway tunnel of enhancing subway tunnel surrounding rock supporting effect
Road country rock pre grouting from the surface reinforcement process.
The present invention is achieved through the following technical solutions：
A kind of subway tunnel country rock pre grouting from the surface reinforcement process, comprises the following steps：
(1) the subway tunnel country rock scope for needing reinforcement, as target rock mass region are determined；
(2) pore-creating section construction is inclined：Construction of Inclined drills so that inclined drill draws near close to target rock mass region,
And progressively transition is horizontal drilling；Sleeve pipe is installed in inclined drill；
(3) construction level slip casting section：Construction level is drilled, and horizontal drilling section is reinforced country rock length and determined by pre-pouring grout；
(4) grouting and reinforcing：Slurries by Drill-pipe conveyed to target rock mass；
(5) after whole horizontal drilling slip castings terminate, the sleeve pipe in inclined drill is extracted, then carries out sealing of hole.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (1)：Country rock length M is less than or equal to
200m, if length is more than 200m, the moment of torsion and propulsive force of rig are not enough；Subway Rock Mass belongs to IV grade or more scope,
That is more than or equal to 251, (this classification is derived from rock mass basic quality's index BQ《Standard for classification of engineering rock masses GBT50218-
1994)》；And suitable for shield method and the subway tunnel of mining method construction.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (2)：Rig is placed in distance objective rock mass
Zone level is the ground of 60m apart from N.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (2)：Drilling angle of penetration is 8 °~12 °,
If angle exceeds the scope, drilling does not enter target, i.e. drilling track in scope of design cannot be ensured in the depth for setting gradually
Transition is lateral aperture.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (2)：Inclined drill aperture Φ 127~
152mm, boring aperture is bigger than normal or less than normal, it is impossible to carry out mortar depositing construction in hole, 108~133 × 5mm of sleeve pipe model Φ using drilling
Seamless steel pipe.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (3)：Horizontal segment boring aperture Φ 89~
118mm, the deviation proportion of drilling is less than or equal to 3 ‰.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (3)：Horizontal drilling is with subway tunnel center
Centered on axle, subway tunnel surrounding is evenly arranged in.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (3)：Horizontal drilling cloth hole circle footpath D is 12
~15m, it is less than normal to influence shield tunnel construction, it is bigger than normal to cause the effective curtain of slip casting cannot to hand over circle；Horizontal drilling number is 8.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (3)：Using a bench drill machine sequence construction institute
There is horizontal drilling；After the slip casting task of only one of which horizontal drilling all terminates, the next level of drilling machine construction could be migrated and bored
Hole；Horizontal drilling is crept into using mud off, drilling slurry performance：Proportion is 1.10~1.25,50~65s of viscosity, silt content
Less than 0.6wt%；In step (4)：The horizontal grouting section of each horizontal drilling uses " protrusive " segmenting slip casting mode, that is, go up
One slip casting section slip casting just carries out the drilling of next slip casting section after terminating；50~80m of each slip casting segment length, influence construction less than normal
Efficiency, influence grouting consolidation effect bigger than normal.Hole flushing should be carried out before each slip casting using clear water；Grouting serous fluid is from single liquid cement
Slurry, the ratio of mud 1.25:1, cement selection P.O 32.5 Portland cement.
Above-mentioned subway tunnel country rock pre grouting from the surface reinforcement process, in step (4)：Slip casting ending standard is as follows：Slip casting
Terminate Stress control in 0.5~1.0MPa, it can be ensured that effective diffusion length of slurries；Single grouting amount less than or equal to 60~
90m3, can be resulted in blockage the accidents such as pipeline more than this value.
The beneficial effects of the invention are as follows：
Compared with traditional upright opening slip casting, the technique in the present invention has advantages below：
1st, drilling hole count is greatly reduced, and reduces by more than 75% drilling hole amount；
2nd, floor space greatly reduces, about 1 mu of construction technology floor space in the present invention, and traditional handicraft is " full hall
It is red " formula arranges vertical injected hole, floor space is too wide, about 4 mu；
3rd, often there is buildings or structures, river, bridge etc. above subway tunnel, conventional vertical grouting process is limited to ground
Shape landforms, cannot be constructed at all, and the technique in the present invention can be adjusted to construction site open according to actual conditions
Area.
4th, the purpose of grouting and reinforcing has specific aim, and consolidation effect is more obvious, and, the reinforcing scope of tunnel surrounding expands
Much larger, the rock mass reinforcing regional diameter centered on subway tunnel axle center reaches 22.014m, and area reaches 385m2, reinforce country rock
Volume reaches 77000m3。
Brief description of the drawings
Fig. 1 is horizontal drilling arrangement cross-sectional view in subway tunnel country rock pre grouting from the surface reinforcement process of the present invention.
Fig. 2 is subway tunnel wall rock grouting hole profile in subway tunnel country rock pre grouting from the surface reinforcement process of the present invention.
1- subway tunnels；2- horizontal drillings；3- reinforcing scopes；4- inclines pore-creating section；5- horizontal groutings section；6- ground；7-
Rig.
Specific embodiment
It is the scheme in the clear explanation present invention, preferred embodiment is given below and is described with reference to the accompanying drawings.
A kind of subway tunnel country rock pre grouting from the surface reinforcement process, comprises the following steps：
(1) the subway tunnel country rock scope for needing reinforcement, as target rock mass region are determined；
Country rock length is less than or equal to 200m；Subway Rock Mass belongs to IV grade or more scope, i.e. rock mass basic quality
Index BQ is more than or equal to 251, it is adaptable to the subway tunnel of shield method and mining method construction.
(2) pore-creating section construction is inclined：Construction of Inclined drills so that inclined drill draws near close to target rock mass region,
And progressively transition is horizontal drilling；Sleeve pipe is installed in inclined drill；Rig is placed in distance objective rock mass zone level distance
The ground of 60m.Drilling angle of penetration is 8 °~12 °.Inclined drill aperture Φ 152mm, the sleeve pipe model Φ seamless steel of 133 × 5mm
Pipe.
(3) construction level slip casting section：Using DDW-600 horizontal directional drilling machines and SMWD-76 wireless drilling instrument construction levels
Drilling, horizontal drilling section is reinforced country rock length and is determined by pre-pouring grout；Horizontal segment boring aperture Φ 118mm, the deviation proportion of drilling is small
In or equal to 3 ‰.Horizontal drilling is evenly arranged in subway tunnel surrounding centered on subway tunnel central shaft.Horizontal drilling cloth
Kong Quan footpaths D is 12m (a diameter of 6m of subway tunnel), and horizontal drilling number is 8.Bored using all levels of a bench drill machine sequence construction
Hole；After the slip casting task of only one of which horizontal drilling all terminates, the next horizontal drilling of drilling machine construction could be migrated；Level is bored
Hole is crept into using mud off, uses 3NB-260 slush pumps, drilling slurry performance：Proportion is 1.10~1.25, viscosity 50~
65s (Marsh funnel), silt content is less than 0.6wt%.
(4) grouting and reinforcing：Using NBB-390 grouting pumps slurries by the way that in Drill-pipe conveyed to target rock mass, slurries are filled
To in the crack of fragmented rock body and hole, country rock resistance to overturning is improved, serve the effect for reinforcing fragmented rock body；
Stop grouting plug is positioned using TDKW-2, the horizontal grouting section of each horizontal drilling uses " protrusive " segmenting slip casting side
Formula, that is, going up just carries out the drilling of next slip casting section after a slip casting section slip casting terminates, each slip casting 50~80m of segment length, every time
Hole flushing should be carried out before slip casting using clear water；Grouting serous fluid is from single liquid cement mortar, the ratio of mud 1.25:1, cement selection P.O 32.5
Portland cement.Slip casting ending standard is as follows：Slip casting terminates Stress control in 0.5~1.0MPa；Single grouting amount is less than
Or equal to 60m3.Slip casting ending standard is as follows：Slip casting terminates Stress control in 0.5~1.0MPa；Single grouting amount is less than or waits
In 60m3。
(5) after whole horizontal drilling slip castings terminate, the sleeve pipe in inclined drill is extracted using ZSB-60 drawbenches, then
Carry out sealing of hole.
Subway tunnel country rock pre grouting from the surface reinforcement process of the invention is directed to the crushed zone of subway tunnel country rock and splits
Gap water guide band carries out the construction technology of pre grouting from the surface reinforcing, using horizontal orientation drilling technology construction level in tunnel surrounding
Injected hole, using drilling rod as slip casting passage, Rock Mass, filling fracture and hole is pressed into using high-pressure injection pump by grouting serous fluid
Hole, realizes reinforcing the effect of country rock.Judge there is crushed zone, crack in the stratum that subway line plan is passed through by engineering investigation
The weakness rock mass such as water guide band, the subway tunnel country rock for this part carries out pre grouting from the surface Reinforcement.
First, subway tunnel country rock is in and does not excavate the stage, and country rock is not by the influence of construction disturbance；Secondly, utilize
Ground no-dig technique drilling machine construction inclined drill, close to during target rock mass region progressively transition be horizontal drilling, horizontal drilling section by
Pre-pouring grout is reinforced country rock length and is determined, sleeve pipe is installed in tilting section drilling, and horizontal segment drilling is open-hole slip casting section, high using ground
Pressure injection stock pump is slurries by Drill-pipe conveyed to target rock mass；Finally, after reaching slip casting standard, sealing of hole is carried out to drilling.
Above-described embodiment is only intended to clearly illustrate the invention example, and not has to the invention
The restriction of body implementation method.For those of ordinary skill in the field, can also make on the basis of the above description
The change or variation of other multi-forms.There is no need and unable to be exhaustive to all of implementation method.It is all of the invention
Spirit and principle within extend out it is any obvious change or variation still in the invention claim guarantor
Among shield scope.
Claims (10)
1. a kind of subway tunnel country rock pre grouting from the surface reinforcement process, it is characterised in that comprise the following steps：
(1) the subway tunnel country rock scope for needing reinforcement, as target rock mass region are determined；
(2) pore-creating section construction is inclined：Construction of Inclined drills so that inclined drill draws near close to target rock mass region, and by
Step transition is horizontal drilling；Sleeve pipe is installed in inclined drill；
(3) construction level slip casting section：Construction level is drilled, and horizontal drilling section is reinforced country rock length and determined by pre-pouring grout；
(4) grouting and reinforcing：Slurries by Drill-pipe conveyed to target rock mass；
(5) after whole horizontal drilling slip castings terminate, the sleeve pipe in inclined drill is extracted, then carries out sealing of hole.
2. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 1, it is characterised in that in step (1)
In：Country rock length M is less than or equal to 200m；Subway Rock Mass belongs to IV grade or more scope, i.e. rock mass basic quality's index
BQ is more than or equal to 251；And suitable for shield method and the subway tunnel of mining method construction.
3. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 1, it is characterised in that in step (2)
In：It is the ground of 60m that rig is placed in distance objective rock mass zone level apart from N.
4. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 3, it is characterised in that in step (2)
In：Drilling angle of penetration is 8 °~12 °.
5. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 4, it is characterised in that in step (2)
In：Inclined drill aperture 127~152mm of Φ, sleeve pipe model Φ 108~133 × 5mm seamless steel pipes.
6. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 1, it is characterised in that in step (3)
In：Horizontal segment boring aperture 89~118mm of Φ, the deviation proportion of drilling is less than or equal to 3 ‰.
7. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 6, it is characterised in that in step (3)
In：Horizontal drilling is evenly arranged in subway tunnel surrounding centered on subway tunnel central shaft.
8. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 7, it is characterised in that in step (3)
In：Horizontal drilling cloth hole circle footpath D is 12~15m, and horizontal drilling number is 8.
9. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 8, it is characterised in that in step (3)
In：Using the bench drill all horizontal drillings of machine sequence construction；After the slip casting task of only one of which horizontal drilling all terminates, ability
The migration next horizontal drilling of drilling machine construction；Horizontal drilling is crept into using mud off, drilling slurry performance：Proportion be 1.10~
1.25,50~65s of viscosity, silt content are less than 0.6wt%；In step (4)：The horizontal grouting section of each horizontal drilling is used
" protrusive " segmenting slip casting mode, that is, going up just carries out the drilling of next slip casting section, each slip casting after a slip casting section slip casting terminates
50~80m of segment length；Hole flushing should be carried out before each slip casting using clear water；Grouting serous fluid is from single liquid cement mortar, the ratio of mud 1.25:
1, cement selection P.O 32.5 Portland cement.
10. subway tunnel country rock pre grouting from the surface reinforcement process according to claim 9, it is characterised in that in step (4)
In：Slip casting ending standard is as follows：Slip casting terminates Stress control in 0.5~1.0MPa；Single grouting amount less than or equal to 60~
90m3。
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016111873655 | 2016-12-20 | ||
| CN201611187365 | 2016-12-20 |
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| Publication Number | Publication Date |
|---|---|
| CN106837382A true CN106837382A (en) | 2017-06-13 |
| CN106837382B CN106837382B (en) | 2019-09-24 |
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| CN201710095827.9A Active CN106837382B (en) | 2016-12-20 | 2017-02-22 | A kind of subway tunnel country rock pre grouting from the surface reinforcement process |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108303729A (en) * | 2018-02-27 | 2018-07-20 | 中南大学 | Shield tunnel influence area Karst method under building |
| CN108798717A (en) * | 2018-07-09 | 2018-11-13 | 山东省煤田地质局第四勘探队 | A kind of borehole design method that tunnel vault wall rock grouting under urban road is reinforced |
| CN110528523A (en) * | 2019-09-02 | 2019-12-03 | 湖南宏禹工程集团有限公司 | A kind of highly permeable stratum building foundation pit horizontal grouting back cover construction method |
| CN110645002A (en) * | 2019-09-29 | 2020-01-03 | 淮北工业建筑设计院有限责任公司 | Support method for coal mine tunnel |
| CN114233374A (en) * | 2021-11-01 | 2022-03-25 | 北京中煤矿山工程有限公司 | Ground grouting construction method for reinforcing collapsed cavity area of inclined shaft after mud burst and water burst |
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2017
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108303729A (en) * | 2018-02-27 | 2018-07-20 | 中南大学 | Shield tunnel influence area Karst method under building |
| CN108798717A (en) * | 2018-07-09 | 2018-11-13 | 山东省煤田地质局第四勘探队 | A kind of borehole design method that tunnel vault wall rock grouting under urban road is reinforced |
| CN110528523A (en) * | 2019-09-02 | 2019-12-03 | 湖南宏禹工程集团有限公司 | A kind of highly permeable stratum building foundation pit horizontal grouting back cover construction method |
| CN110645002A (en) * | 2019-09-29 | 2020-01-03 | 淮北工业建筑设计院有限责任公司 | Support method for coal mine tunnel |
| CN114233374A (en) * | 2021-11-01 | 2022-03-25 | 北京中煤矿山工程有限公司 | Ground grouting construction method for reinforcing collapsed cavity area of inclined shaft after mud burst and water burst |
| CN114233374B (en) * | 2021-11-01 | 2023-12-01 | 北京中煤矿山工程有限公司 | Ground grouting construction method for reinforcing cavity collapse area of inclined shaft after mud burst and water burst |
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| Publication number | Publication date |
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| CN106837382B (en) | 2019-09-24 |
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