MY114929A - Semi-shield method and apparatus for the same - Google Patents
Semi-shield method and apparatus for the sameInfo
- Publication number
- MY114929A MY114929A MYPI97004059A MYPI9704059A MY114929A MY 114929 A MY114929 A MY 114929A MY PI97004059 A MYPI97004059 A MY PI97004059A MY PI9704059 A MYPI9704059 A MY PI9704059A MY 114929 A MY114929 A MY 114929A
- Authority
- MY
- Malaysia
- Prior art keywords
- pipes
- advance
- ground
- semi
- sub
- Prior art date
Links
- 238000000034 method Methods 0.000 title abstract 3
- IHPYMWDTONKSCO-UHFFFAOYSA-N 2,2'-piperazine-1,4-diylbisethanesulfonic acid Chemical compound OS(=O)(=O)CCN1CCN(CCS(O)(=O)=O)CC1 IHPYMWDTONKSCO-UHFFFAOYSA-N 0.000 abstract 10
- 239000007990 PIPES buffer Substances 0.000 abstract 7
- 238000002347 injection Methods 0.000 abstract 2
- 239000007924 injection Substances 0.000 abstract 2
- 239000000463 material Substances 0.000 abstract 2
- 239000011800 void material Substances 0.000 abstract 2
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/038—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being made in situ
-
- 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
-
- 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
- E21D9/087—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 with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
- E21D9/0873—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 with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines the shield being provided with devices for lining the tunnel, e.g. shuttering
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
A SEMI-SHIELD METHOD IS UTILIZED TO MAKE IT POSSIBLE TO ADVANCE PIPES (15) FOR AN EXTREMELY LONG DISTANCE IN THE GROUND. IN THE METHOD, A SEMI-SHIELD MACHINE (14) AND A PLURALITY OF ADVANCE PIPES (15) ARE PUSHED ONE AFTER ANOTHER INTO THE GROUND, AND SUB-PIPES (19) ARE INTERPOSED BETWEEN ADJACENT ADVANCE PIPES (15). EACH SUB-PIPE (19) IS FORMED WITH INJECTION HOLES (20) ARRANGED IN THE CIRCUMFERENTIAL DIRECTION. A TAIL VOID FILLING MATERIAL (30) IS INJECTED UNDER PRESSURE INTO A TAIL VOID (18) PROVIDED AROUND THE OUTER CIRCUMFERENCE OF THE ADVANCE PIPES (15) THROUGH THE INJECTION HOLES (20) SO THAT THE FILLING MATERIAL IS DISTRIBUTED UNIFORMLY OVER THE ENTIRE CIRCUMFERENCE OF THE ADVANCE PIPES (15). WITH THIS ARRANGEMENT, IT IS POSSIBLE TO REDUCE THE FRICTION BETWEEN THE OUTER PERIPHERY OF THE ADVANCE PIPES (15) AND THE NATURAL GROUND AND THUS TO ADVANCE THE ADVANCEPIPES (15) FOR AN EXTREMELY LONG DISTANCE IN THE GROUND. (FIG. 1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8235087A JP2842855B2 (en) | 1996-02-22 | 1996-09-05 | Long-distance propulsion method and equipment in semi-shield method |
Publications (1)
Publication Number | Publication Date |
---|---|
MY114929A true MY114929A (en) | 2003-02-28 |
Family
ID=16980880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MYPI97004059A MY114929A (en) | 1996-09-05 | 1997-09-03 | Semi-shield method and apparatus for the same |
Country Status (4)
Country | Link |
---|---|
FR (1) | FR2752877B1 (en) |
ID (1) | ID19381A (en) |
MY (1) | MY114929A (en) |
SG (1) | SG60092A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19932647A1 (en) * | 1999-07-13 | 2001-01-18 | Stadtwerke Muenchen Gmbh | Process and system for filling an endlessly laid pipe string with filling concrete |
CN103397845B (en) * | 2013-07-24 | 2015-08-26 | 国家电网公司 | A kind of method being controlled the sedimentation that push pipe passing through building causes by grout replacement |
CN109854266B (en) * | 2019-02-27 | 2020-09-22 | 河南六建建筑集团有限公司 | Non-excavation type pipe jacking prestressed beam construction method |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1378158A (en) * | 1920-12-29 | 1921-05-17 | Aldrich Baxter | Concrete tunnel structure |
US4116011A (en) * | 1976-06-04 | 1978-09-26 | Pablo Girault | Method of excavating tunnels |
FR2635799B1 (en) * | 1988-08-26 | 1992-04-03 | Montcocol | METHOD AND DEVICE FOR LAYING DOWN UNDERGROUND PIPES |
JPH0673979A (en) * | 1992-08-28 | 1994-03-15 | Osaka Gas Co Ltd | Pipe laying method in ground and pipe to be laid in ground |
JP3074066B2 (en) * | 1992-08-28 | 2000-08-07 | 大阪瓦斯株式会社 | Underground burial method of pipe and pipe for burial |
US5484232A (en) * | 1993-03-03 | 1996-01-16 | Tokyo Gas Company Ltd. | Method for injecting lubricant and filler in the pipe-jacking method |
BE1008489A3 (en) * | 1994-07-13 | 1996-05-07 | Centre Etd Energie Nucleaire | Process for producing a coated tunnel. |
US5632575A (en) * | 1994-08-30 | 1997-05-27 | Lorenzen; Frank J. | Method and apparatus for controlled pumping of bentonite around a pipe jacked tunnel |
JPH09195675A (en) * | 1996-01-23 | 1997-07-29 | Todaka Kensetsu:Kk | Engineering method for excavating tunnel |
-
1997
- 1997-07-23 SG SG1997002610A patent/SG60092A1/en unknown
- 1997-09-03 FR FR9710965A patent/FR2752877B1/en not_active Expired - Fee Related
- 1997-09-03 MY MYPI97004059A patent/MY114929A/en unknown
- 1997-09-05 ID IDP973105A patent/ID19381A/en unknown
Also Published As
Publication number | Publication date |
---|---|
FR2752877A1 (en) | 1998-03-06 |
SG60092A1 (en) | 1999-02-22 |
FR2752877B1 (en) | 2000-11-17 |
ID19381A (en) | 1998-07-09 |
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