CN107120121B - A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time - Google Patents
A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time Download PDFInfo
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- CN107120121B CN107120121B CN201710398588.4A CN201710398588A CN107120121B CN 107120121 B CN107120121 B CN 107120121B CN 201710398588 A CN201710398588 A CN 201710398588A CN 107120121 B CN107120121 B CN 107120121B
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- shield
- waterglass
- endless tube
- grouting pipe
- slip casting
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- 238000007569 slipcasting Methods 0.000 title claims abstract description 40
- 238000000034 method Methods 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 239000013589 supplement Substances 0.000 title claims description 12
- 235000019353 potassium silicate Nutrition 0.000 claims abstract description 60
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 60
- 230000001360 synchronised effect Effects 0.000 claims abstract description 59
- 239000002002 slurry Substances 0.000 claims abstract description 50
- 239000004568 cement Substances 0.000 claims abstract description 15
- 238000002347 injection Methods 0.000 claims abstract description 12
- 239000007924 injection Substances 0.000 claims abstract description 12
- 239000011440 grout Substances 0.000 claims abstract description 11
- 229920002472 Starch Polymers 0.000 claims description 15
- 235000019698 starch Nutrition 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 8
- 239000008107 starch Substances 0.000 claims description 8
- 230000005641 tunneling Effects 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 5
- 238000005086 pumping Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 5
- 238000005457 optimization Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 230000009977 dual effect Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization 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
- E21D11/04—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 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
- E21D11/08—Lining with building materials with preformed concrete slabs
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Slip casting anti-settling control method is supplemented in real time the invention discloses a kind of shield-tunneling construction, including cutter head of shield machine, shield shell, shield tail brush, surrounding soil layer, section of jurisdiction, the first endless tube piece, the second endless tube piece, third endless tube piece, waterglass slurry Grouting Pipe, secondary synchronous grouting pipe, main synchronous grouting pipe, waterglass slurry grouting pump, waterglass are by preparing bucket, shield machine cement grout synchronous grouting case and ball valve；The present invention is effectively unified by synchronous grouting and second pulp feeding, cement injection and waterglass are organically combined, enhance the timeliness and validity of section of jurisdiction behind gap filling, it eliminates traditional secondary slip casting and shield normally tunnels the interference that the two crossed construction generates, and compared with traditional secondary grouting method, it is not required to that cement grout is separately configured again, only individually pumping waterglass slurries substantially reduce grouting amount, accelerate construction speed, it makes full use of shield machine equipment of itself to improve the degree of automation, has saved manpower and material resources.
Description
Technical field
The present invention relates to control method during a kind of shield-tunneling construction, it is anti-that specially a kind of shield-tunneling construction supplements slip casting in real time
Subsidence control method belongs to civil engineering building technology applied technical field.
Background technique
Although Shield Construction Technique is greatly developed, ground settlement caused by constructing still can not avoid completely,
When carrying out shield-tunneling construction in city, the inevitably intensive section of penetrating ground complicated condition, top construction of structures, this is over the ground
The control of face sedimentation require it is just very high, when the control of shield crossing stratum settlement requires stringent material risk engineering or region, one
Kind method is to take soil stabilization, and the scheme that then shield is passed through again, this scheme requires ground to have enough reinforcing spaces,
When many situation shield crossing material risk engineerings and there is no the conditions reinforced in advance, and it is very high to reinforce cost in advance.The
Two methods fill shield tail gap by the method for synchronous note single slurry and subsequent auxiliary note dual slurry.Single slurries presetting period is long,
Initial setting strength is low, and it is closely knit to there is a problem of that arch crown part can not fill, that there are the degree of automation is low for subsequent after-teeming dual slurry,
Procedure connection hardly possible, easy plugging, and mix cement slurry in hole and cause the problems such as dust pollution is serious, and labor intensity of workers is big, to earth's surface
Settlement Control effect is also not satisfactory, therefore, Suporting structure self-condition is made full use of to carry out secondary grouting technological improvement to pass
It is important.
The cutterhead digging diameter of earth pressure balanced shield, EPBS is greater than shield shell outer diameter, and the diameter of tail shield is greater than the outer of section of jurisdiction
Diameter.Therefore after Shield Tunneling, exist between stratum and section of jurisdiction and excavate gap, due to shield own wt, excavate
The usual top in gap is larger, therefore, if the excavation gap at the top of shield does not fill in time during digging excavation, when passing through
The higher stratum of the sensibility such as flour sand, Extra-fine sand, and earth's surface deformation is induced when tunnel structure is closer apart from important risk source engineering
It is more than easily control standard, is difficult to control.Therefore, propose that a kind of shield-tunneling construction supplements slip casting anti-settling in real time regarding to the issue above
Control method.
Summary of the invention
The object of the invention is that providing a kind of shield-tunneling construction to solve the above-mentioned problems, to supplement slip casting in real time anti-settling
Control method drops.
The present invention is achieved through the following technical solutions above-mentioned purpose, and a kind of shield-tunneling construction supplements slip casting anti-settling control in real time
Method processed, comprising:
1.1 apertures: shield cutter 1 driving in place, 5 assembly of section of jurisdiction after the completion of, it is necessary to when section of jurisdiction 5 is in shield shell 2
In top drilling, and in position of opening mounting ball valve 12；
1.2 configuration waterglass slurries: aperture simultaneously, starch preparing bucket 10 and waterglass in equipment bridge location placement location waterglass
Starch grouting pump 9；
1.3 adapter tubes: the shield tail brush of main synchronous grouting pipe is connected with the first endless tube piece, secondary synchronous grouting pipe and abjection shield tail
The top ball valve of the second endless tube piece be connected, waterglass slurry Grouting Pipe is connected with the slip casting ball valve of adjacent third endless tube piece, general
The liquid feeding end of main synchronous grouting pipe and secondary synchronous grouting pipe is connected to shield machine cement grout synchronous grouting case；
1.4 driving slip castings: shield machine starts to tunnel next ring, at the same open main synchronous grouting pipe, secondary tunneling synchronous mud injecting pump and
Waterglass starches Grouting Pipe, opens ball valve at the top of section of jurisdiction, at this point, the main synchronous grouting pipe of shield machine is synchronous to the first of abjection shield tail
Endless tube piece injects cement mortar, second endless tube piece top behind injection cement bonded sand of the secondary tunneling synchronous mud injecting pump to abjection shield tail behind
Slurry, waterglass starch the waterglass slurry mixed liquor in grouting pump extract water glass paste preparing bucket and starch Grouting Pipe to phase by waterglass
Injection waterglass slurry, two kinds of slurries mix behind in section of jurisdiction behind at the top of adjacent third endless tube piece, quick-hardening；
After 1.5 slip castings: closing ball valve, tear pulp feeding pipe open and cleaned, carry out subsequent construction repeatedly.
Preferably, to be that upper left, lower-left that shield machine carries are synchronous with three tunnel of upper right infuse the main synchronous grouting pipe in described 1.3
Slurry pipe；Secondary synchronous grouting pipe is the bottom right synchronous grouting pipe that shield machine carries.
Preferably, the proportion of the configuration waterglass slurry processes in described 1.2, waterglass and water is volume ratio 1:1.
Preferably, the slip casting process in described 1.4, setting time is 40s after the mixing of cement grout and waterglass slurries
Left and right control, slurries injection rate are controlled according to practical grouting pressure, and grouting pressure should be determined according to the Water And Earth Pressures at place, and one
As control within 5bar.
Preferably, the slip casting process in described 1.4, wherein the second endless tube piece includes two endless tube piece of D, B, third endless tube piece packet
Two endless tube piece of E, C is included, if this slip casting selection is two endless tube piece of D, E, slip casting next time selects two ring of B, C, so follows
Ring carries out.
The beneficial effects of the present invention are: this kind of construction method is effectively unified by synchronous grouting and second pulp feeding, by cementing
Slurry is organically combined with waterglass, enhances the timeliness and validity of section of jurisdiction behind gap filling, eliminates traditional secondary note
Slurry normally tunnels the interference that the two crossed construction generates with shield, and compared with traditional secondary grouting method, is not required to again individually
Cement grout is configured, only individually pumping waterglass slurries substantially reduce grouting amount, accelerate construction speed, make full use of shield
Structure machine equipment of itself improves the degree of automation, has saved manpower and material resources, has reached the good construction of effective control stratum settlement
Effect, it is easy to operate, effect is obvious, and normal shield-tunneling construction is not influenced, it can be effectively controlled stratum settlement.
Detailed description of the invention
Fig. 1 is section of jurisdiction behind synchronous grouting device schematic diagram of the present invention；
Fig. 2 is that the present invention is adjacent mends slurry position view twice；
Fig. 3 is slurries filling effect figure in section of jurisdiction behind of the present invention.
In figure: 1, cutter head of shield machine, 2, shield shell, 3, shield tail brush, 4, surrounding soil layer, 5, section of jurisdiction, the 501, first endless tube piece,
502, the second endless tube piece, 503, third endless tube piece, 6, waterglass slurry Grouting Pipe, 7, secondary synchronous grouting pipe, 8, main synchronous grouting pipe,
9, waterglass starches grouting pump, and 10, waterglass is by preparing bucket, 11, shield machine cement grout synchronous grouting case, 12, ball valve.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to shown in Fig. 1-3, a kind of shield-tunneling construction supplements slip casting anti-settling control method in real time, comprising:
1.1 apertures: shield cutter 1 driving in place, 5 assembly of section of jurisdiction after the completion of, it is necessary to when section of jurisdiction 5 is in shield shell 2
In top drilling, and in position of opening mounting ball valve 12, to prevent aperture after deviating from shield tail because of section of jurisdiction 5 from section of jurisdiction 5 being caused to be starched behind
Liquid is gushed；
1.2 configuration waterglass slurries: aperture simultaneously, starch preparing bucket 10 and waterglass in equipment bridge location placement location waterglass
Starch grouting pump 9；
1.3 adapter tubes: the shield tail brush 3 of main synchronous grouting pipe 8 is connected with the first endless tube piece 501, secondary synchronous grouting pipe 7 with take off
The top ball valve 12 of the second endless tube piece 502 of shield tail is connected out, by waterglass slurry Grouting Pipe 6 and adjacent third endless tube piece 503
Slip casting ball valve 12 is connected, and it is same that the liquid feeding end of main synchronous grouting pipe 8 and secondary synchronous grouting pipe 7 is connected to shield machine cement grout
Walk slip casting case 11；
1.4 driving slip castings: shield machine starts to tunnel next ring, at the same open main synchronous grouting pipe 8, secondary tunneling synchronous mud injecting pump and
Waterglass starches Grouting Pipe 6, opens 5 top ball valve 12 of section of jurisdiction, at this point, the main synchronous grouting pipe 8 of shield machine is synchronous to abjection shield tail
The first endless tube piece 501 inject cement mortar behind, secondary tunneling synchronous mud injecting pump to 502 top of the second endless tube piece of abjection shield tail behind
Cement mortar is injected, waterglass starches the waterglass slurry mixed liquor in 9 extract water glass paste preparing bucket 10 of grouting pump and passes through water glass
Glass starches Grouting Pipe 6, and to adjacent 503 top of third endless tube piece, injection waterglass slurry, two kinds of slurries mix behind in section of jurisdiction 5 behind,
It realizes quick-hardening, fills gap in real time, reduce the loss of slurries and being scattered for the soil body, control the sedimentation of the top soil body；
After 1.5 slip castings: closing ball valve 12, tear pulp feeding pipe open and cleaned, carry out subsequent construction repeatedly.
As a kind of technical optimization scheme of the invention, the main synchronous grouting pipe 8 in described 1.3 is the left side that shield machine carries
Upper, three road synchronous grouting pipe of lower-left and upper right；Secondary synchronous grouting pipe 7 is the bottom right synchronous grouting pipe that shield machine carries, and can be incited somebody to action
Synchronous grouting and second pulp feeding are effectively unified, and cement injection and waterglass are organically combined, section of jurisdiction behind gap is enhanced and fills out
The timeliness and validity filled, eliminate traditional secondary slip casting and shield normally tunnels the interference that the two crossed construction generates.
As a kind of technical optimization scheme of the invention, configuration waterglass slurry processes in described 1.2, waterglass and water
Proportion be volume ratio 1:1 so that waterglass slurry preparation effect it is more preferable.
As a kind of technical optimization scheme of the invention, slip casting process in described 1.4, cement grout and waterglass slurries
Mixing after setting time be 40s or so control, slurries injection rate is controlled according to practical grouting pressure, and grouting pressure should be according to institute
Water And Earth Pressures at place determine that general control is within 5bar, so that cement grout and the mixing of waterglass slurries are more abundant.
As a kind of technical optimization scheme of the invention, slip casting process in described 1.4, wherein the second endless tube piece 502 wraps
Two endless tube piece of D, B is included, third endless tube piece 503 includes two endless tube piece of E, C, if this slip casting selection is two endless tube piece of D, E,
Slip casting next time selects two ring of B, C, and so circulation carries out, and realizes cycle operation.
For the present invention when implementing, detailed process is as follows:
Injecting paste material (especially waterglass) and grouting equipment (should be especially respectively suitable for synchronous grouting pipe before slip casting
With the casting head of waterglass pump line specification) prepare enough stand-by, waterglass slurry Grouting Pipe 6, secondary synchronous grouting pipe 7 and main synchronous grouting
Pipe 8 should check its fastness after connecting, lining segment 5 is deviate from before shield shell 2, it is necessary to install ball valve 12 and close ball valve
12, the second endless tube piece 502 and adjacent third endless tube piece 503 after deviating from shield shell 2 carry out note dual slurry operation, utilize shield
Machine pair synchronous grouting pipe 7 individually carries out the radial water filling cement mortar in top to the second endless tube piece 502 of abjection shield tail, while adjacent
The third endless tube piece 503 of section of jurisdiction behind injects waterglass slurries using waterglass slurry grouting pump 9, starches cement mortar and waterglass
In section of jurisdiction, 5 gap location is sufficiently mixed behind, this process is uninterruptedly constructed with shield driving, if D, E two of this slip casting selection
Endless tube piece, then slip casting next time selects two ring of B, C, and so circulation carries out, and sets water according to the Water And Earth Pressures of driving surrounding soil layer 4
The grouting pressure of glass paste grouting pump 9 and secondary synchronous grouting pipe 7, general pressure is no more than 5bar, when close to whole injection pressure power, drop
Low injection speed, in order to avoid pipe ring structure is caused to damage；Cement mortar starches with waterglass and mixes simultaneously fast reaction behind in section of jurisdiction 5
Solidification, after having infused at one, it is necessary to which timely ejected wash water glass paste Grouting Pipe 6, secondary synchronous grouting pipe 7 and main synchronous grouting pipe 8 are prevented
Only plugging removes ball valve 12, injected hole, whole process company of need in shield tunneling process is blocked after tearing open after waiting slurries sufficiently to solidify
It is continuous uninterrupted.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (5)
1. a kind of shield-tunneling construction supplements slip casting anti-settling control method in real time, it is characterised in that:
1.1 apertures: shield cutter (1) driving in place, section of jurisdiction (5) it is assembled after the completion of, it is necessary to be in shield shell (2) in section of jurisdiction (5)
In top drilling when interior, and in position of opening mounting ball valve (12)；
1.2 configuration waterglass slurries: aperture simultaneously, equipment bridge location placement location waterglass slurry preparing bucket (10) and waterglass starch
Grouting pump (9)；
1.3 adapter tubes: the shield tail brush (3) of main synchronous grouting pipe (8) is connected with the first endless tube piece (501), secondary synchronous grouting pipe (7)
It is connected with the top ball valve (12) of the second endless tube piece (502) of abjection shield tail, by waterglass slurry Grouting Pipe (6) and adjacent third ring
The slip casting ball valve (12) of section of jurisdiction (503) is connected, and the liquid feeding end of main synchronous grouting pipe (8) and secondary synchronous grouting pipe (7) is all connected with
To shield machine cement grout synchronous grouting case (11)；
1.4 driving slip castings: shield machine starts to tunnel next ring, while opening main synchronous grouting pipe (8), secondary tunneling synchronous mud injecting pump and water
Glass paste Grouting Pipe (6) opens ball valve (12) at the top of section of jurisdiction (5), at this point, the main synchronous grouting pipe (8) of shield machine is synchronous to de-
The first endless tube piece (501) of shield tail injects cement mortar, second endless tube piece of the secondary tunneling synchronous mud injecting pump to abjection shield tail behind out
(502) injection cement mortar, waterglass starch the waterglass slurry in grouting pump (9) extract water glass paste preparing bucket (10) behind at top
Mixed liquor and third endless tube piece (503) the top behind injection waterglass slurry that Grouting Pipe (6) Xiang Xianglin is starched by waterglass, two kinds
Slurries mix behind in section of jurisdiction (5), quick-hardening；
After 1.5 slip castings: closing ball valve (12), tear pulp feeding pipe open and cleaned, carry out subsequent construction repeatedly.
2. a kind of shield-tunneling construction according to claim 1 supplements slip casting anti-settling control method in real time, it is characterised in that: institute
Stating the main synchronous grouting pipe (8) in 1.3 is the three road synchronous grouting pipe of upper left, lower-left and upper right that shield machine carries；The synchronous note of pair
Slurry pipe (7) is the bottom right synchronous grouting pipe that shield machine carries.
3. a kind of shield-tunneling construction according to claim 1 supplements slip casting anti-settling control method in real time, it is characterised in that: institute
State the configuration waterglass slurry processes in 1.2, the proportion of waterglass and water is volume ratio 1:1.
4. a kind of shield-tunneling construction according to claim 1 supplements slip casting anti-settling control method in real time, it is characterised in that: institute
The slip casting process in 1.4 is stated, setting time is 40s control, slurries injection rate root after the mixing of cement grout and waterglass slurries
Factually border grouting pressure controls, and grouting pressure should be determined according to the Water And Earth Pressures at place, controls within 5bar.
5. a kind of shield-tunneling construction according to claim 1 supplements slip casting anti-settling control method in real time, it is characterised in that: institute
The slip casting process in 1.4 is stated, wherein the second endless tube piece (502) includes two endless tube piece of D, B, third endless tube piece (503) includes E, C two
Endless tube piece, if this slip casting selection is two endless tube piece of D, E, slip casting next time selects two ring of B, C, and so circulation carries out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710398588.4A CN107120121B (en) | 2017-05-31 | 2017-05-31 | A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710398588.4A CN107120121B (en) | 2017-05-31 | 2017-05-31 | A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time |
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| Publication Number | Publication Date |
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| CN107120121A CN107120121A (en) | 2017-09-01 |
| CN107120121B true CN107120121B (en) | 2019-10-25 |
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| CN201710398588.4A Active CN107120121B (en) | 2017-05-31 | 2017-05-31 | A kind of shield-tunneling construction supplements slip casting anti-settling control method in real time |
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| CN107642364B (en) * | 2017-09-12 | 2019-05-17 | 粤水电轨道交通建设有限公司 | Tunneling boring mud jacking shield construction method in rich water rock stratum under sensitivity building |
| CN107503770A (en) * | 2017-10-13 | 2017-12-22 | 中铁三局集团有限公司 | A kind of duct pieces of shield tunnel secondary grouting method |
| CN108331597A (en) * | 2018-01-22 | 2018-07-27 | 中建市政工程有限公司 | Shield tunnel segment wall post-grouting construction method |
| CN109268036B (en) * | 2018-11-12 | 2024-02-06 | 中铁工程服务有限公司 | Synchronous feeding method for shield grouting |
| CN110206555A (en) * | 2019-07-09 | 2019-09-06 | 中建五局土木工程有限公司 | A kind of shield driving method |
| CN110566233B (en) * | 2019-09-20 | 2021-04-09 | 成龙建设集团有限公司 | Method for duct piece wall post-grouting in shield tunnel construction of full-section hard rock stratum |
| CN111608695A (en) * | 2020-06-05 | 2020-09-01 | 中铁二十局集团有限公司 | Shield constructs synchronous slip casting of construction and mends thick liquid system |
| CN111779494B (en) * | 2020-07-29 | 2022-07-12 | 中建八局轨道交通建设有限公司 | Grouting method for controlling upward floating of duct piece in shield construction |
| CN112228116A (en) * | 2020-10-27 | 2021-01-15 | 中铁十二局集团有限公司 | Construction method for synchronous slurry supplement in shield construction of water-rich stratum |
| CN113153326B (en) * | 2021-04-21 | 2024-08-13 | 广州市力劲机电有限公司 | Shield synchronous grouting rapid hardening device and use method thereof |
| CN113217037B (en) * | 2021-06-25 | 2022-08-30 | 中铁二局集团有限公司 | Backfill system and backfill method for single shield TBM or behind shield segment wall |
| CN115012998B (en) * | 2022-06-24 | 2023-06-02 | 吉林大学 | Wall post grouting method capable of supplementing slurry in real time |
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| CN102733821A (en) * | 2012-06-19 | 2012-10-17 | 浙江大学 | Secondary double-liquid slurry re-grouting method capable of effectively controlling surface deformation |
| CN102767377A (en) * | 2012-08-13 | 2012-11-07 | 中铁一局集团有限公司 | Loess strata subway tunnel earth pressure balance shield construction method |
| CN104074530A (en) * | 2014-06-17 | 2014-10-01 | 中铁十五局集团有限公司 | Shield synchronous grouting construction method and construction material |
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| CN107120121A (en) | 2017-09-01 |
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