CN109026066A - A kind of novel shield machine dual-fluid synchronous slip casting system - Google Patents
A kind of novel shield machine dual-fluid synchronous slip casting system Download PDFInfo
- Publication number
- CN109026066A CN109026066A CN201810885605.1A CN201810885605A CN109026066A CN 109026066 A CN109026066 A CN 109026066A CN 201810885605 A CN201810885605 A CN 201810885605A CN 109026066 A CN109026066 A CN 109026066A
- Authority
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- China
- Prior art keywords
- liquid
- observation window
- channel
- liquid pipeline
- slip casting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 239000012530 fluid Substances 0.000 title claims abstract description 22
- 238000007569 slipcasting Methods 0.000 title claims abstract description 14
- 230000001360 synchronised effect Effects 0.000 title claims abstract description 14
- 239000007788 liquid Substances 0.000 claims abstract description 72
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 238000011010 flushing procedure Methods 0.000 claims abstract description 15
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000003599 detergent Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 108091006146 Channels Proteins 0.000 description 21
- 238000010586 diagram Methods 0.000 description 6
- 238000002347 injection Methods 0.000 description 5
- 239000007924 injection Substances 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 235000019353 potassium silicate Nutrition 0.000 description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 102000010637 Aquaporins Human genes 0.000 description 1
- 108010063290 Aquaporins Proteins 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000012876 topography 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- 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)
Abstract
The invention discloses a kind of novel shield machine dual-fluid synchronous slip casting systems, including A liquid channel, A fluid system is accessed in A liquid channel left end, it further include B liquid pipeline, water flushing channel, threeway, pneumatic ball valve, check valve and observation window, the B liquid pipeline, which is located at tail shield left sides window, nearby, by cover board and sealing plate to be fixed, B fluid system is accessed in its left end, and water flushing channel is located near B liquid pipeline；The right end of the interface I of A liquid channel right end access observation window, the liquid pipeline and water flushing channel merges the interface II for being connected to observation window by threeway, and the check valve, pneumatic ball valve are between threeway and observation window.The advantages of uniform mixing of A, B liquid may be implemented in the present invention, and mixed liquor can quickly and efficiently solidify in tunnel, effectively prevent the generation of the hidden danger such as ground subsidence, while having clear principle, having the advantages of simple structure and easy realization.
Description
Technical field
The present invention relates to a kind of shield machine grouting systems, belong to Tunnel Engineering technical field.
Background technique
Shield machine is that a kind of special engineering of tunnel piercing is mechanical, and under normal circumstances, it is each that cutterhead digging diameter is greater than shield body
Part case outer diameter, and pipe sheet assembling, which becomes a complete ring, to be completed inside tail shield, with the continuous propulsion of shield machine,
After tail shield is detached from section of jurisdiction, there can be the gap of certain distance between section of jurisdiction outer diameter and tunnel stratum, to prevent undesirable influence
It generates, it is necessary to eliminate the gap in time.Shield machine grouting system is precisely in order to eliminating this hidden danger and inventing.Traditional shield
Machine grouting system generally comprises single liquid synchronous grouting system and secondary grouting system, can substantially meet the needs of common slip casting,
However the ground confrontation grouting system of different landform and various complexity has more functional requirements.It is now widely used
In single fluid grouting system, pipeline is blocked in order to prevent, and usual slurries allotment ratio is relatively dilute, thus the grout cures time
Volume contraction is larger after long, solidification, can generate arch cavity, increases driving risk, influences tunnel quality.It is existing secondary
Grouting system can greatly shorten the setting time of cement slurry by the injection of increase waterglass, reduce the generation in cavity.But
It is, under the conditions of certain more special landform and topography, such as when earth's surface has more important building or traffic fortune
When defeated channel, it is desirable to cement slurry can quickly and efficiently solidify, at this point, by traditional secondary grouting system cannot and
When solve the above problems.
Summary of the invention
It can be effectively real the technical problem to be solved by the present invention is in view of the defects existing in the prior art, provide one kind
The novel shield machine dual-fluid synchronous slip casting system of existing cement slurry quickly solidified.
In order to solve this technical problem, the present invention provides a kind of novel shield machine dual-fluid synchronous slip casting systems, including A liquid
A fluid system is accessed in channel, A liquid channel left end, further includes B liquid pipeline, water flushing channel, threeway, pneumatic ball valve, unidirectional
Valve and observation window, the B liquid pipeline, which is located at tail shield left sides window, nearby, by cover board and sealing plate to be fixed, and B stream is accessed in left end
System system, water flushing channel are located near B liquid pipeline；A liquid channel right end accesses the interface I of observation window, the liquid pipeline
Merge the interface II for being connected to observation window by threeway with the right end of water flushing channel, the check valve, pneumatic ball valve are located at three
Lead between observation window.
The B liquid pipeline is embedded in tail shield shell, and the length is 600-700mm, it is 100- that radius, which is respectively welded, in both ends
45 ° of bend pipes of 500mm.
The observation window is equipped with three-port structure, disposes hinged bolt in Section III interface.
The B liquid pipeline and water detergent line are made of 1/2 cun of seamless steel pipe.
The utility model has the advantages that the uniform mixing of A, B liquid may be implemented in the present invention, and mixed liquor can be in tunnel rapidly and efficiently
Ground solidification, the advantages of effectivelying prevent the generation of the hidden danger such as ground subsidence, while there is clear principle, have the advantages of simple structure and easy realization.
Detailed description of the invention
Fig. 1 is pipeline arrangement schematic diagram of the invention；
Fig. 2 is the structural schematic diagram of B liquid pipeline of the present invention and water flushing channel；
Fig. 3 is the structural representation front view of observation window of the present invention；
Fig. 3 a is the A-A diagrammatic cross-section of Fig. 3 of the present invention；
Fig. 4 is fluid system working principle diagram of the present invention.
In figure: 1A liquid channel, 2B liquid pipeline, 3 water flushing channels, 4 threeways, 5 pneumatic ball valves, 6 check valves, 7 observation windows, 8
Bolt, 9 cover boards, 10 sealing plates.
Specific embodiment
The present invention will now be described in detail with reference to the accompanying drawings and examples.
Fig. 1 show pipeline arrangement schematic diagram of the invention.
The present invention provides a kind of novel shield machine dual-fluid synchronous slip casting system, including A liquid channel 1, A liquid channels 1
A fluid system is accessed in left end, is original-pack single fluid grouting system, includes 8m3Mortar jar and two SCHWING pumps, are dragged positioned at No.1
On the right side of vehicle, the injection for mortar during dual-fluid synchronous slip casting etc..
The invention also includes B liquid pipeline 2, water flushing channel 3, threeway 4, pneumatic ball valve 5, check valve 6 and observation windows 7.
The B liquid pipeline 2 is newly-increased pipeline, is located near tail shield left sides window, and B fluid system, packet are accessed in left end
The holding vessel of liquid containing B and four resistance to screw pumps of speeding are located on the right side of equipment bridge, are fixed by cover board 9 and sealing plate 10, synchronous for biliquid
The mixing of two kinds of different liquids of A, B is realized in the injection of waterglass during slip casting.
Fig. 2 show B liquid pipeline and water flushing channel structural schematic diagram of the present invention.
The B liquid pipeline 2 is embedded in tail shield shell, and the length is 600-700mm, it is 100- that radius, which is respectively welded, in both ends
45 ° of bend pipes of 500mm.
The water flushing channel 3 is newly-increased channel, is located near B liquid pipeline 2, for instead cleaning dual-fluid synchronous slip casting process
In B liquid pipeline.
The B liquid pipeline 2 and water detergent line 3 are made of 1/2 cun of seamless steel pipe.
Fig. 3 show the structural representation front view of observation window of the present invention.
Fig. 3 a show the A-A diagrammatic cross-section of Fig. 3 of the present invention.
The observation window 7 is equipped with three-port structure, including interface I, interface II and interface III, mixed for realizing A, B liquid
It closes.
The right end of the interface I of 1 right end of A liquid channel access observation window 7, the liquid pipeline 2 and water flushing channel 3 passes through
Threeway 4 merges the interface II for being connected to observation window 7.
The 7 Section III interface of observation window disposes hinged bolt, can be by the when mixed liquor solidifies
Three interfaces are dredged.
Between threeway 4 and observation window 7, check valve 6 is worked as B liquid injection A liquid for the check valve 6, pneumatic ball valve 5
In, and A liquid or mixed liquor can be prevented to be back in B liquid pipeline.
Fig. 4 show fluid system working principle diagram of the present invention.
The working principle of the invention:
Four functions can be achieved in the present invention: (1) being separately injected into A liquid；(2) mixed injection A liquid, B liquid；(3) B liquid pipe is backwashed
Road；(4) it removes and remains B liquid in observation window.
When need to only inject A liquid, ball valve ZJV010 shown in Fig. 4 is closed, opens ball valve ZJV102 and ZJP101, A liquid warp
It is delivered in tail shield Grouting Pipe (A liquid channel), is finally flow in the gap between tunnel and section of jurisdiction by mortar pump and connecting line.
When injecting A, B mixed liquor, ball valve ZJV102 and ZJP101, pneumatic ball valve ZJV019 shown in Fig. 4 are opened,
ZJV021, remaining closing, A liquid are delivered in tail shield Grouting Pipe (A liquid channel) via mortar pump and connecting line, and B liquid is via spiral shell
Bar pump and connecting line are delivered in tail shield B liquid pipeline, are injected in A liquid channel at observation window 7, realize the mixing of A, B liquid, finally
It flow in the gap between tunnel and section of jurisdiction, at this point, check valve 6 can prevent A liquid from reversely flowing into B liquid pipeline.
It after injecting A, B mixed liquor, needs to backwash B liquid pipeline, opens ZJV022 shown in Fig. 4,
ZJV024 pneumatic ball valve, remaining closing, aquaporin is opened at this time, backwashes B liquid pipeline；
When removing residual B liquid in observation window 7, ZJV018 shown in Fig. 4 is opened, ZJV019 pneumatic ball valve, remaining is closed,
It ventilates at this time to B liquid pipe road tail portion, removes remnants B liquid in observation window 7.
In addition, A, B liquid pump need to be closed when realizing function (2) and (4).
The uniform mixing of A, B liquid may be implemented in the present invention, and mixed liquor can quickly and efficiently solidify in tunnel, have
The advantages of imitating the generation for preventing the hidden danger such as ground subsidence, while there is clear principle, have the advantages of simple structure and easy realization.
The embodiment above of the present invention, is merely illustrative, be not it is only, it is all within the scope of the present invention or it is equivalent this
Change in the range of invention is surrounded by the present invention.
Claims (4)
1. a kind of novel shield machine dual-fluid synchronous slip casting system, including A liquid channel (1), A stream is accessed in A liquid channel (1) left end
System system, it is characterised in that: further include B liquid pipeline (2), water flushing channel (3), threeway (4), pneumatic ball valve (5), check valve
(6) it is located near tail shield left sides window with observation window (7), the B liquid pipeline (2), is solid by cover board (9) and sealing plate (10)
Fixed, B fluid system is accessed in left end, and water flushing channel (3) is located near B liquid pipeline (2)；The access of A liquid channel (1) right end
The right end of the interface I of observation window (7), the liquid pipeline (2) and water flushing channel (3) is merged by threeway (4) is connected to observation
The interface II of window (7), the check valve (6), pneumatic ball valve (5) are located between threeway (4) and observation window (7).
2. novel shield machine dual-fluid synchronous slip casting system according to claim 1, it is characterised in that: the B liquid pipeline (2)
It is embedded in tail shield shell, the length is 600-700mm, 45 ° of bend pipes that radius is 100-500mm are respectively welded in both ends.
3. novel shield machine dual-fluid synchronous slip casting system according to claim 1, it is characterised in that: the observation window
(7) be equipped with three-port structure, Section III interface dispose hinged bolt.
4. novel shield machine dual-fluid synchronous slip casting system according to claim 1,2 or 3, it is characterised in that: the B liquid pipe
Road (2) and water detergent line (3) are made of 1/2 cun of seamless steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810885605.1A CN109026066A (en) | 2018-08-06 | 2018-08-06 | A kind of novel shield machine dual-fluid synchronous slip casting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810885605.1A CN109026066A (en) | 2018-08-06 | 2018-08-06 | A kind of novel shield machine dual-fluid synchronous slip casting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109026066A true CN109026066A (en) | 2018-12-18 |
Family
ID=64649727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810885605.1A Withdrawn CN109026066A (en) | 2018-08-06 | 2018-08-06 | A kind of novel shield machine dual-fluid synchronous slip casting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109026066A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763843A (en) * | 2019-03-19 | 2019-05-17 | 中铁工程装备集团有限公司 | A kind of dual-fluid synchronous slip casting block and its construction method |
| CN110130940A (en) * | 2019-06-24 | 2019-08-16 | 中铁工程装备集团有限公司 | A kind of novel double liquid grout injecting system |
| CN110242325A (en) * | 2019-06-13 | 2019-09-17 | 中铁工程装备集团盾构制造有限公司 | A kind of shield machine multiple tube two-liquid grouting device |
| CN112855182A (en) * | 2021-01-19 | 2021-05-28 | 吉力此且 | Duct piece back gap filling system device for shield and method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN203669882U (en) * | 2013-10-15 | 2014-06-25 | 中铁工程装备集团有限公司 | Shield tail synchronous embedding type double liquid slip casting device of shield tunneling machine |
| CN104653191A (en) * | 2014-12-31 | 2015-05-27 | 广东华隧建设股份有限公司 | Method of earth pressure shield machine tunnelling in high efficiency in water-rich round gravel stratum |
| CN206487492U (en) * | 2017-01-24 | 2017-09-12 | 中铁工程装备集团有限公司 | A kind of shield machine single fluid grouting pipe rapid translating two-liquid grouting device |
| CN207212360U (en) * | 2017-08-04 | 2018-04-10 | 北京市市政四建设工程有限责任公司 | A kind of shield machine shield tail circumscribed dual-fluid synchronous slip casting pipe-line system |
| CN208718678U (en) * | 2018-08-06 | 2019-04-09 | 济南重工股份有限公司 | A kind of novel shield machine dual-fluid synchronous slip casting system |
-
2018
- 2018-08-06 CN CN201810885605.1A patent/CN109026066A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN203669882U (en) * | 2013-10-15 | 2014-06-25 | 中铁工程装备集团有限公司 | Shield tail synchronous embedding type double liquid slip casting device of shield tunneling machine |
| CN104653191A (en) * | 2014-12-31 | 2015-05-27 | 广东华隧建设股份有限公司 | Method of earth pressure shield machine tunnelling in high efficiency in water-rich round gravel stratum |
| CN206487492U (en) * | 2017-01-24 | 2017-09-12 | 中铁工程装备集团有限公司 | A kind of shield machine single fluid grouting pipe rapid translating two-liquid grouting device |
| CN207212360U (en) * | 2017-08-04 | 2018-04-10 | 北京市市政四建设工程有限责任公司 | A kind of shield machine shield tail circumscribed dual-fluid synchronous slip casting pipe-line system |
| CN208718678U (en) * | 2018-08-06 | 2019-04-09 | 济南重工股份有限公司 | A kind of novel shield machine dual-fluid synchronous slip casting system |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763843A (en) * | 2019-03-19 | 2019-05-17 | 中铁工程装备集团有限公司 | A kind of dual-fluid synchronous slip casting block and its construction method |
| CN110242325A (en) * | 2019-06-13 | 2019-09-17 | 中铁工程装备集团盾构制造有限公司 | A kind of shield machine multiple tube two-liquid grouting device |
| CN110242325B (en) * | 2019-06-13 | 2024-04-30 | 中铁工程装备集团盾构制造有限公司 | Double-liquid grouting device for composite pipe of shield tunneling machine |
| CN110130940A (en) * | 2019-06-24 | 2019-08-16 | 中铁工程装备集团有限公司 | A kind of novel double liquid grout injecting system |
| CN112855182A (en) * | 2021-01-19 | 2021-05-28 | 吉力此且 | Duct piece back gap filling system device for shield and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181218 |