CN107965335A - A kind of shield driving construction method - Google Patents
A kind of shield driving construction method Download PDFInfo
- Publication number
- CN107965335A CN107965335A CN201711167734.9A CN201711167734A CN107965335A CN 107965335 A CN107965335 A CN 107965335A CN 201711167734 A CN201711167734 A CN 201711167734A CN 107965335 A CN107965335 A CN 107965335A
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- Prior art keywords
- hole
- portal
- shield
- steel
- construction method
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- Pending
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- 238000010276 construction Methods 0.000 title claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 87
- 239000010959 steel Substances 0.000 claims abstract description 87
- 230000008014 freezing Effects 0.000 claims abstract description 40
- 238000007710 freezing Methods 0.000 claims abstract description 40
- 238000007569 slipcasting Methods 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000000945 filler Substances 0.000 claims description 8
- 239000002002 slurry Substances 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 7
- 238000007596 consolidation process Methods 0.000 claims description 7
- 238000005520 cutting process Methods 0.000 claims description 6
- 229910000639 Spring steel Inorganic materials 0.000 claims description 4
- 230000009977 dual effect Effects 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 230000005641 tunneling Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 235000015110 jellies Nutrition 0.000 description 1
- 239000008274 jelly Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
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- 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
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/001—Improving soil or rock, e.g. by freezing; Injections
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/0607—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Soil Sciences (AREA)
- Civil Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a kind of shield driving construction method, include the following steps：Reinforced using cement system reinforcement means into hole portal；Further reinforced into hole portal using Horizontal Freezing method；Described into assembled steel jacket box in the portal of hole；Shield machine is received using the steel jacket box；Shield machine enters described into the construction of hole portal；After the completion of the shield machine construction, to carrying out slip casting into hole hole, hole hole is sealed into.Shield driving construction method using the present invention, shield in artesian water into hole when, effectively prevent shield from occurring gushing on artesian water when artesian aquifer is into hole, the situation into hole portal leak, ensure that construction safety and construction quality.
Description
Technical field
The present invention relates to shield-tunneling construction field, more particularly to a kind of shield driving construction method.
Background technology
During the Shield Tunneling of underground section, last ring that shield is penetrated through as running tunnel
Section is particularly huge for the meaning of whole engineering.In the prior art, shield portal mainly uses three axes agitating pile and churning
Stake carries out reinforcing sealing.But when shield in artesian aquifer into hole when, still occur and gushed on artesian water, shield rear, plus
Solid easily forms the situation of leakage passage with ground wall seam crossing, jeopardizes earth's surface and safety of surrounding environment.
The content of the invention
In order to solve the above technical problems, the present invention provides a kind of shield driving construction method, including：
Reinforced using cement system reinforcement means into hole portal；
Further reinforced into hole portal using Horizontal Freezing method；
Described into assembled steel jacket box in the portal of hole；
Shield machine is received using the steel jacket box；
Shield machine enters described into the construction of hole portal；
After the completion of the shield machine construction, to carrying out slip casting into hole hole, hole hole is sealed into.
Alternatively, cement system reinforcement means includes：First added using three axes agitating pile from into hole hole to tunnel propulsion
Gu；Continue to reinforce using rotary churning pile again.
Alternatively, the Horizontal Freezing method includes：Described into setting multi-turn freezing hole on the portal of hole；Then,
Freezing pipe is set in the freezing hole, forms consolidation by freezing region.
Alternatively, before assembled steel jacket box, a coil spring steel plate is first welded in the steel ring into hole portal.
Alternatively, the steel spring plate includes fixed into the susceptor plate on the portal steel ring of hole, parallel to be tiltedly located at steel plate base
Two blocks of steel plates on seat and the sponge being filled between two blocks of steel plates.
Alternatively, include described into assembled steel jacket box step in the portal of hole：
The adjustment ring of steel jacket box is connected with standard ring；
By the adjustment ring of steel jacket box with welding together into the steel ring of hole portal；
The rear end cap of steel jacket box and the standard ring are connected with；
Concrete is laid with the steel jacket box bottom.
Alternatively, described the step of receiving shield machine using the steel jacket box, includes：Shield machine is in place；Chisel into Dong Dong
Door；The shield machine is pushed into the steel jacket box, and the steel jacket box is filled with filler.
Alternatively, described chisel includes into hole portal step：First cut into hole portal partly wall；Pull out consolidation by freezing area
The freezing pipe in domain, and block freezing hole with filler；Cut into hole portal remaining ground wall.
Alternatively, it is described to cut that partly wall step includes into hole portal：Arranged into the range of the portal of hole in M shape
Lateral aperture；Confirm into hole portal without leak in the case of, cut from top to bottom ground wall.
Alternatively, the filler is using stream shape soil.
Alternatively, the shield machine includes described in into hole portal construction procedure：Cutter head of shield machine system is unlocked, makes shield
The cutterhead of structure machine remains rotation；Shield machine is promoted, forms tunnel；Shield machine is shut down after being advanced designated position.
Alternatively, the propulsion shield machine, forming tunneling step includes：Shield machine is promoted, knife cutting Frozen Soil, freezes
Soil is pushed into steel jacket box soil storehouse；By the Frozen Soil dispatch in native storehouse to outside, steel jacket box relief valve pressure release is opened；Assembled tunnel
Section of jurisdiction, and tunnel duct piece is tensed using shield machine drawknot device at the same time, form tunnel.
Alternatively, it is described into hole portal slip casting, being sealed into hole portal step includes：Secondary injection is carried out to tunnel duct piece
Slurry；After slip casting solidification, if tunnel duct piece injected hole cuts off the adjustment ring in steel jacket box without leak；By in tunnel duct piece into hole
Endless tube piece and the steel ring steel plate welded seal into hole portal.
Alternatively, it is described that tunnel duct piece progress secondary grouting is included：It is double to being used in tunnel duct piece into hole endless tube piece
Slurry slip casting；Single slurry slip casting is used to remaining tunnel duct piece.
Alternatively, described born into hole endless tube on piece has steel plate.
The present invention provides a kind of shield driving construction method, to using cement system reinforcement means and horizontal frozen into hole portal
Reinforcement means carries out dual reinforcing；It is described into assembled steel jacket box in the portal of hole；Shield machine is received using the steel jacket box；Shield machine
Construct into described into hole portal；After the completion of the shield machine construction, to carrying out slip casting into hole hole, hole hole is sealed into.Phase
Compared with the prior art, it can effectively prevent shield from occurring gushing on artesian water when artesian aquifer is into hole using the present invention, into Dong Dong
The situation of door leak, ensure that construction safety and construction quality.
Brief description of the drawings
Fig. 1 reinforces floor map for the present invention into hole portal cement system；
Fig. 2 is to be of the invention into hole portal freezing hole distribution schematic diagram；
Fig. 3 is to be of the invention into hole portal consolidation by freezing region elevation；
Fig. 4 is cylinder sleeve case scheme of installation of the present invention；
Fig. 5 is steel jacket box lower concrete schematic diagram of the present invention；
Fig. 6 is steel spring plate structure diagram of the present invention；
Fig. 7 is shield of the present invention construction schematic diagram.
Shown in Fig. 1-7：1- three axes agitating piles reinforcing area, 2- rotary churning piles reinforcing area, 3- portals centre circle, outside 4- portals
Circle, 41- freezing holes, 5- portals inner ring, 6- consolidations by freezing region, 61- freezing pipes, 8- cylinder sleeves case, 81- adjustment rings, 82- standards
Ring, 83- rear end caps, 84- concrete layers, 9- cement stabilizations body, 10- liners, 11- walls, 12- steel spring plates, 121- sponges,
122- steel plates, 123- susceptor plates, 13- Frozen Soils, 14- tunnel duct pieces, 141- are into hole endless tube piece.
Embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, below in conjunction with the accompanying drawings to the present invention
Embodiment be described in detail.It should be noted that attached drawing of the present invention uses using simplified form and non-essence
Accurate ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
A kind of shield driving construction method of offer of the present invention, includes the following steps：
Step 1：Reinforced using cement system reinforcement means into hole portal, it is specific as follows：
As shown in Figure 1, cement system reinforcement means mainly uses three axes agitating pile and jet groutinl method, form three axis and stir
Mix a reinforcing area 1 and rotary churning pile reinforcing area 2.Preferably, cement system strengthening length is 10 meters of tunnel direction of propulsion, wherein three
9.5 meters of 1 length of axis cement mixing method region, 0.5 meter of 2 length of rotary churning pile reinforcing area, cement system reinforcing scope is above and below tunnel
Each 3 meters of left and right, intensity index are not less than 0.8Mpa for 28d.Cement system, which reinforces, can facilitate grouting at the tail of the shield machine to form hoop, close shield
Structure rear water.
Step 2：Further reinforced into hole portal using Horizontal Freezing method, it is specific as follows：
As Figure 2-3, the Horizontal Freezing method is used in the method into setting freezing hole 41 on the portal of hole, shape
Into reinforcing area 6 is freezed, specifically, freezing hole 41 is divided into 3 circles and is arranged, and freezing pipe 61 is set in freezing hole 41.It is preferred that
Ground, sets 34 freezing holes 41, it is 3.5m effectively to freeze length in portal outer ring 4；Set altogether in portal centre circle 3 and portal inner ring 5
25 freezing holes 41 are put, effectively freeze length 2.4m, wherein portal outer ring 4 is located at outside portal, and portal inner ring 5 is located in portal
Portion.The mean temperature of frost wall reaches -10 DEG C at into hole hole, and by consolidation by freezing, the soil body can be prevented when portal is cut
Cave in and percolating water.
Further, as shown in figs. 4 and 6, a coil spring steel plate 12, the spring steel are welded in the steel ring into hole portal
Plate 12 is tiltedly located on susceptor plate 123 by two blocks of steel plates 122 are parallel, and between two blocks of steel plates 122 filling sponge 121, it is necessary to
It is noted that the position that steel spring plate 12 is set cannot shelter from the envelope curved plate at hole, this setup can either have
Anti- leak-stopping mud sand leakage is imitated, and can guarantee that sealing grouting quality.
Step 3：Described into assembled steel jacket box 8 in the portal of hole, as shown in figure 4, specific as follows：
1) it is first that adjustment ring 81, standard ring 82 is cyclic in installation on ground, adjustment ring 81 and standard ring 82 are connected with；
2) adjustment ring 81 and the steel ring into hole portal are welded together, specifically, by adjustment ring 81 and standard ring
82 priorities are hung in into being installed in the hole of hole, and adjustment ring 81 and standard ring 82 are connected with, while adjustment ring 81 and portal
Steel ring is welded to connect, and ensures to weld seamless.It should be noted that due to having been subjected to consolidation by freezing into hole hole,
First the freezing pipe 61 of portal inner ring 5 is disconnected temporarily when steel jacket box 8 are installed, after steel jacket box 8 installs, then by the jelly
Knot pipe 61 passes through steel jacket box 8, and recovers connection again；
3) finally rear end cap 83 and the standard ring 52 are connected with, form counter force system, it is preferable that can bear
1000 tons of thrust；
4) concrete is laid with 8 bottom of cylinder sleeve case, specifically, as shown in figure 5, in 60 ° of 8 bottom of steel jacket box model
Interior laying concrete layer 84 is enclosed, the preferred low grade C20 plain concretes of the present embodiment, thickness 12cm, both can guarantee that carrying shield
The ability of machine, and can guarantee that and do not damage cutter head of shield machine, after the completion of laying, 83 wicket of sealed rear end cover.
Step 4：Shield machine is received using the steel jacket box 8, as shown in fig. 7, specific as follows：
1) shield machine is in place, and specifically, shield machine is advanced into cutterhead apart from 2 meters or so positions of Horizontal Freezing body frost wall
Shutdown is put, makes cutterhead avoid cutterhead from being frozen in outside freezing influence area；
2) chisel into hole portal, specifically, into lateral aperture is set in the range of the portal of hole, the present embodiment is preferably in " rice " word
Shape sets lateral aperture, it is preferable that and lateral aperture sets 9, aperture 8cm, and brill depth is 2~3m, while observes portal water leakage situation,
If normal, start the door that holes, it is preferable that portal is cut from top to bottom, partly wall 11 is first cut, pulls out in the range of portal
Freezing pipe 61, and freezing hole 41 is blocked in first time, the present embodiment is preferably using cement mortar closure freezing hole 41.Need to note
Meaning, pays special attention to protect freezing pipe 61 during cutting.Then with cutting remainder wall 11, and dial except ground 11 outermost of wall
The reinforcing bar of row, is chiseled into hole portal；
3) shield machine is pushed into the steel jacket box 8, and the steel jacket box 8 is filled with filler, specifically, due in shield
When structure machine is pushed into steel jacket box 8 so that pressure constantly raises in steel jacket box 8, in order to allow 8 timely release of steel jacket box, is filled out with filler
Steel jacket box 8 is filled, it is filler that the present embodiment, which preferably flows shape soil, stream shape soil is full of steel jacket box 8, it is ensured that steel jacket box 8, which seals, not to be leaked.
Step 5：Shield machine is constructed described in entering into hole portal, specific as follows with continued reference to Fig. 4 and 7：
1) shield cutter system is unlocked, specifically, shield cutter system is unlocked, remains that cutterhead rotates, it is so anti-
Only cutterhead is frozen；
2) shield machine is promoted, forms tunnel, specifically, shield machine is slowly advanced, and knife cutting Frozen Soil 13, makes Frozen Soil
13 fully cuttings, the Frozen Soil 13 are integrally pushed into the native storehouse of steel jacket box 8.It should be noted that cutterhead meeting before upper access bridge
Stop operating, at this time enter empty push-model, pressure in steel jacket box 8, before cutterhead stops operating, tries one's best out when being pushed away for mitigation sky
Soil in empty soil storehouse, can when sky pushes away using belt conveyor of shield machine by 13 dispatch of Frozen Soil in native storehouse to outside
Using Tu Cang pressure in steel jacket box 8 is reduced into soil.Preferably, when shield machine thrust and excessive soil pressure, open steel jacket box 8 and let out
Pressure valve carries out release；Using assembling machine manipulator's assembly tunnel duct piece 14 in shield machine, tunnel is formed, it is preferable that in cutterhead
Before completely by Frozen Soil 13, tensed using drawknot device into hole section tunnel duct piece 14, prevent tunnel duct piece 14 from loosening displacement.
3) shield machine is shut down after being advanced designated position, specifically, when shield drive end unit leaves about 1 meter of liner 10,
Meet that shield machine is shut down into during the envelope steel plate requirement of hole portal.
Step 6：After the completion of the shield machine construction, to carrying out slip casting into hole hole, hole hole is sealed into, it is specific as follows：
1) to carrying out secondary grouting into the last 10 ring tunnel duct piece 14 of hole portal, specifically, in tunnel duct piece 14 into
Hole endless tube piece 141 uses dual slurry slip casting, and single slurry slip casting is used to remaining tunnel duct piece 14.Carried out into hole endless tube piece 141 double
Fully to be tamped into hole endless tube piece 141 and portal steel ring gap during slurry slip casting, be conducive to block leakage passage；
2) after slip casting solidification, if 14 injected hole of tunnel duct piece cuts off the adjustment ring 81 in steel jacket box 8 without leak；
3), specifically, will by the steel ring steel plate welded seal into hole endless tube piece 141 and into hole portal in tunnel duct piece
What is exposed uses steel plate welded seal into hole endless tube piece 141 and portal steel ring.The present embodiment is preferably used into hole endless tube piece 141
Steel plate section of jurisdiction is born, can ensure to protrude liner 10 into hole endless tube piece 141, be conducive to thoroughly separate leakage passage.
Obviously, those skilled in the art can carry out invention spirit of the various modification and variations without departing from the present invention
And scope.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies scope it
Interior, then the present invention is also intended to including these modification and variations.
Claims (15)
- A kind of 1. shield driving construction method, it is characterised in that including：Reinforced using cement system reinforcement means into hole portal；Further reinforced into hole portal using Horizontal Freezing method；Described into assembled steel jacket box in the portal of hole；Shield machine is received using the steel jacket box；Shield machine enters described into the construction of hole portal；After the completion of the shield machine construction, to carrying out slip casting into hole hole, hole hole is sealed into.
- A kind of 2. shield driving construction method according to claim 1, it is characterised in that the cement system reinforcement means bag Include：Reinforcing is first promoted from into hole hole to tunnel using three axes agitating pile；Continue to reinforce using rotary churning pile again.
- A kind of 3. shield driving construction method according to claim 1, it is characterised in that the Horizontal Freezing method Including：Described into setting multi-turn freezing hole on the portal of hole；Then, freezing pipe is set in the freezing hole, and formation is freezed to add Gu region.
- 4. a kind of shield driving construction method according to claim 1, it is characterised in that before assembled steel jacket box, first A coil spring steel plate is welded in the steel ring into hole portal.
- 5. a kind of shield driving construction method according to claim 4, it is characterised in that the steel spring plate includes fixing Susceptor plate on the portal steel ring of hole, parallel tiltedly two blocks of steel plates being located on susceptor plate and is filled between two blocks of steel plates Sponge.
- 6. a kind of shield driving construction method according to claim 1, it is characterised in that described into assembled in the portal of hole Steel jacket box step includes：The adjustment ring of steel jacket box is connected with standard ring；By the adjustment ring of steel jacket box with welding together into the steel ring of hole portal；The rear end cap of steel jacket box and the standard ring are connected with；Concrete is laid with the steel jacket box bottom.
- 7. a kind of shield driving construction method according to claim 1, it is characterised in that described to be connect using the steel jacket box The step of receiving shield machine includes：Shield machine is in place；Chisel into hole portal；The shield machine is pushed into the steel jacket box, and with filling out Material fills the steel jacket box.
- 8. a kind of shield driving construction method according to claim 7, it is characterised in that described to chisel into hole portal step Including：First cut into hole portal partly wall；The freezing pipe in consolidation by freezing region is pulled out, and freezing hole is blocked with filler；Cut Into hole portal remaining ground wall.
- 9. a kind of shield driving construction method according to claim 8, it is characterised in that described to cut into hole portal part Ground wall step includes：Into in the range of the portal of hole in M shape arrangement lateral aperture；Confirm into hole portal without leak in the case of, from Ground wall is cut under above.
- 10. a kind of shield driving construction method according to claim 8, it is characterised in that the filler is using stream shape soil.
- 11. a kind of shield driving construction method according to claim 1, it is characterised in that described in the shield machine enters Include into hole portal construction procedure：Cutter head of shield machine system is unlocked, the cutterhead of shield machine is remained rotation；Promote shield Machine, forms tunnel；Shield machine is shut down after being advanced designated position.
- 12. a kind of shield driving construction method according to claim 11, it is characterised in that the propulsion shield machine, shape Include into tunneling step：Shield machine, knife cutting Frozen Soil are promoted, Frozen Soil is pushed into steel jacket box soil storehouse；By in native storehouse Frozen Soil dispatch opens steel jacket box relief valve pressure release to outside；Assembled tunnel duct piece, and drawn at the same time using shield machine drawknot device Tight tunnel duct piece, forms tunnel.
- A kind of 13. shield driving construction method according to claim 1, it is characterised in that it is described into hole portal slip casting, Being sealed into hole portal step includes：Secondary grouting is carried out to tunnel duct piece；After slip casting solidification, if tunnel duct piece injected hole is without leakage Water, cuts off the adjustment ring in steel jacket box；Will be into hole endless tube piece and close with steel plate welding into the steel ring of hole portal in tunnel duct piece Envelope.
- 14. a kind of shield driving construction method according to claim 13, it is characterised in that described to be carried out to tunnel duct piece Secondary grouting includes：To using dual slurry slip casting into hole endless tube piece in tunnel duct piece；Single slurry is used to remaining tunnel duct piece Slip casting.
- 15. a kind of shield driving construction method according to claim 13, it is characterised in that described to be carried on the back into hole endless tube on piece Bear steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711167734.9A CN107965335A (en) | 2017-11-21 | 2017-11-21 | A kind of shield driving construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711167734.9A CN107965335A (en) | 2017-11-21 | 2017-11-21 | A kind of shield driving construction method |
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| CN107965335A true CN107965335A (en) | 2018-04-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201711167734.9A Pending CN107965335A (en) | 2017-11-21 | 2017-11-21 | A kind of shield driving construction method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915705A (en) * | 2018-08-09 | 2018-11-30 | 中铁局集团有限公司 | A kind of baffle grouting construction method blocked for shield export & import leak |
| CN109184707A (en) * | 2018-10-17 | 2019-01-11 | 中建八局轨道交通建设有限公司 | The water seepage treatment method of shield reception portal |
| CN109403987A (en) * | 2018-12-11 | 2019-03-01 | 南京林业大学 | Shield end horizontal frozen combines reception device and construction method with short steel case |
| CN110469338A (en) * | 2019-09-09 | 2019-11-19 | 中铁四局集团有限公司 | A kind of artesian water stratum shield method of reseptance |
| CN110821504A (en) * | 2019-12-04 | 2020-02-21 | 中铁十二局集团有限公司 | Water-rich stratum shield starting end rotary spraying and freezing combined reinforcing structure and construction method |
| CN112682073A (en) * | 2020-12-31 | 2021-04-20 | 中铁二十五局集团第五工程有限公司 | Water retaining wall structure for blocking tunnel portal in shield well and construction method thereof |
| CN113123796A (en) * | 2021-03-23 | 2021-07-16 | 广东华隧建设集团股份有限公司 | Construction method for shield machine to reach foundation pit in water in balanced manner |
| CN113338950A (en) * | 2021-06-28 | 2021-09-03 | 中铁(上海)投资集团有限公司 | Shield closed arrival construction method of freezing method and cement system combined steel sleeve |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101781993A (en) * | 2010-01-19 | 2010-07-21 | 中铁四局集团第二工程有限公司 | Shield driving construction method for bearing water-rich soil layer |
| CN104564093A (en) * | 2014-12-31 | 2015-04-29 | 上海市机械施工集团有限公司 | Shield entry construction method under serious portal water seepage situation |
| CN104695964A (en) * | 2013-12-04 | 2015-06-10 | 宏润建设集团股份有限公司 | Subway shield tunnel freeze entering method |
| CN206487496U (en) * | 2017-02-23 | 2017-09-12 | 中铁十一局集团城市轨道工程有限公司 | A kind of shield tunnel knocker anti-seep water structure |
-
2017
- 2017-11-21 CN CN201711167734.9A patent/CN107965335A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101781993A (en) * | 2010-01-19 | 2010-07-21 | 中铁四局集团第二工程有限公司 | Shield driving construction method for bearing water-rich soil layer |
| CN104695964A (en) * | 2013-12-04 | 2015-06-10 | 宏润建设集团股份有限公司 | Subway shield tunnel freeze entering method |
| CN104564093A (en) * | 2014-12-31 | 2015-04-29 | 上海市机械施工集团有限公司 | Shield entry construction method under serious portal water seepage situation |
| CN206487496U (en) * | 2017-02-23 | 2017-09-12 | 中铁十一局集团城市轨道工程有限公司 | A kind of shield tunnel knocker anti-seep water structure |
Non-Patent Citations (4)
| Title |
|---|
| 380931729: "盾构始发和接收冻结法地基加固工程", 《百度文库》 * |
| 丁国胜: "水平冻结+钢套筒技术在盾构进洞过程中的应用分析", 《现代城市轨道交通》 * |
| 唐韶军: "水平冻结与钢套箱相结合的盾构进洞技术研究", 《上海建设科技》 * |
| 姚伟峰: "水平冻结与钢套箱辅助盾构进洞施工技术研究", 《建筑施工》 * |
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| CN108915705A (en) * | 2018-08-09 | 2018-11-30 | 中铁局集团有限公司 | A kind of baffle grouting construction method blocked for shield export & import leak |
| CN108915705B (en) * | 2018-08-09 | 2019-10-22 | 中铁一局集团有限公司 | A kind of baffle grouting construction method blocked for shield export & import leak |
| CN109184707A (en) * | 2018-10-17 | 2019-01-11 | 中建八局轨道交通建设有限公司 | The water seepage treatment method of shield reception portal |
| CN109184707B (en) * | 2018-10-17 | 2020-07-24 | 中建八局轨道交通建设有限公司 | Water seepage treatment method for shield receiving tunnel portal |
| CN109403987A (en) * | 2018-12-11 | 2019-03-01 | 南京林业大学 | Shield end horizontal frozen combines reception device and construction method with short steel case |
| CN109403987B (en) * | 2018-12-11 | 2023-10-20 | 南京林业大学 | Shield end horizontal freezing and short steel box combined receiving device and construction method |
| CN110469338A (en) * | 2019-09-09 | 2019-11-19 | 中铁四局集团有限公司 | A kind of artesian water stratum shield method of reseptance |
| CN110469338B (en) * | 2019-09-09 | 2021-07-06 | 中铁四局集团有限公司 | Confined water stratum shield receiving method |
| CN110821504A (en) * | 2019-12-04 | 2020-02-21 | 中铁十二局集团有限公司 | Water-rich stratum shield starting end rotary spraying and freezing combined reinforcing structure and construction method |
| CN112682073A (en) * | 2020-12-31 | 2021-04-20 | 中铁二十五局集团第五工程有限公司 | Water retaining wall structure for blocking tunnel portal in shield well and construction method thereof |
| CN113123796A (en) * | 2021-03-23 | 2021-07-16 | 广东华隧建设集团股份有限公司 | Construction method for shield machine to reach foundation pit in water in balanced manner |
| CN113338950A (en) * | 2021-06-28 | 2021-09-03 | 中铁(上海)投资集团有限公司 | Shield closed arrival construction method of freezing method and cement system combined steel sleeve |
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