IT1259203B - METHOD FOR DRIVING A MECHANICAL SHIELD USING A FOAMING AGENT - Google Patents

METHOD FOR DRIVING A MECHANICAL SHIELD USING A FOAMING AGENT

Info

Publication number
IT1259203B
IT1259203B ITPN920011A ITPN920011A IT1259203B IT 1259203 B IT1259203 B IT 1259203B IT PN920011 A ITPN920011 A IT PN920011A IT PN920011 A ITPN920011 A IT PN920011A IT 1259203 B IT1259203 B IT 1259203B
Authority
IT
Italy
Prior art keywords
soil
foam
pressure chamber
mechanical shield
foaming agent
Prior art date
Application number
ITPN920011A
Other languages
Italian (it)
Original Assignee
Ohbayashi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ohbayashi Corp filed Critical Ohbayashi Corp
Publication of ITPN920011A0 publication Critical patent/ITPN920011A0/en
Publication of ITPN920011A1 publication Critical patent/ITPN920011A1/en
Application granted granted Critical
Publication of IT1259203B publication Critical patent/IT1259203B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0642Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/0678Adding additives, e.g. chemical compositions, to the slurry or the cuttings
    • E21D9/0685Foaming agents

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

La presente invenzione riguarda un perfezionamento in un metodo per guidare uno scudo meccanico. Una soluzione contenente un agente schiumogeno diluito con acqua ed immagazzinato in un serbatoio viene agitato da un generatore di schiuma assieme con aria alimentata da un compressore per generare schiuma. La schiuma così prodotta viene alimentata tramite un tubo ad una superficie di scavo e/o una camera di pressione del terreno della macchina a scudo meccanico. La resistenza di attrito fra la testa di taglio e la superficie di scavo viene ridotta per effetto dell'azione lubrificante della schiuma. Lo sterro portato nella camera di pressione del terreno e la schiuma vengono agitati e mescolati assieme per formare sterro contenente bolle di aria ed avente maggiore fluidità e minore permeabilità. Lo scavo alla superficie di taglio si effettua mentre si contrasta la pressione del terreno e la pressione dell'acqua nel terreno con lo sterro contenente le bolle di aria, e contemporaneamente lo sterro viene scaricato dalla camera di pressione del terreno mediante un trasportatore a coclea.The present invention relates to an improvement in a method for guiding a mechanical shield. A solution containing a foaming agent diluted with water and stored in a tank is stirred by a foam generator together with air supplied by a compressor to generate foam. The foam thus produced is fed through a tube to an excavation surface and / or a soil pressure chamber of the mechanical shield machine. The frictional resistance between the cutting head and the excavation surface is reduced due to the lubricating action of the foam. The earthwork brought into the soil pressure chamber and the foam are stirred and mixed together to form earthwork containing air bubbles and having greater fluidity and less permeability. The excavation to the cutting surface is carried out while the pressure of the soil and the pressure of the water in the soil are contrasted with the cut containing the air bubbles, and at the same time the cut is discharged from the pressure chamber of the soil by means of an auger conveyor.

ITPN920011A 1992-01-23 1992-02-28 METHOD FOR DRIVING A MECHANICAL SHIELD USING A FOAMING AGENT IT1259203B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4010396A JP2768104B2 (en) 1992-01-23 1992-01-23 Mechanical shield excavation method using foaming agent

Publications (3)

Publication Number Publication Date
ITPN920011A0 ITPN920011A0 (en) 1992-02-28
ITPN920011A1 ITPN920011A1 (en) 1993-08-28
IT1259203B true IT1259203B (en) 1996-03-11

Family

ID=11748972

Family Applications (1)

Application Number Title Priority Date Filing Date
ITPN920011A IT1259203B (en) 1992-01-23 1992-02-28 METHOD FOR DRIVING A MECHANICAL SHIELD USING A FOAMING AGENT

Country Status (7)

Country Link
JP (1) JP2768104B2 (en)
DE (1) DE4206831C2 (en)
ES (1) ES2051629B1 (en)
FR (1) FR2686649B1 (en)
GB (1) GB2263490B (en)
IT (1) IT1259203B (en)
NL (1) NL9200434A (en)

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FR2728298A1 (en) * 1994-12-16 1996-06-21 Condat Sa PRODUCT AND METHOD FOR LUBRICATING THE METAL SURFACES OF AN EARTH PRESSURE TUNNEL
EP0735237A1 (en) * 1995-03-27 1996-10-02 Nissan Chemical Industries Ltd. Method for shield excavating soil layer
ATE254238T1 (en) * 1997-09-02 2003-11-15 Riccardo Dr Bernasconi METHOD FOR CREATING A TUNNEL
DE19752718C1 (en) * 1997-11-28 1999-04-29 Wayss & Freytag Ag Method of conveying bulk material from pressure chamber
EP1092836A3 (en) 1999-10-11 2003-11-26 Herrenknecht Aktiengesellschaft Boring device with a cutting wheel having high pressure nozzles
JP2001342794A (en) * 2000-06-01 2001-12-14 Mitsubishi Heavy Ind Ltd Tunnel excavator and excavating method
AU2002210236A1 (en) * 2000-11-14 2002-05-27 Alois Pichler Method for producing a bore and advancing machine for boring
JP4503346B2 (en) * 2004-04-27 2010-07-14 花王株式会社 Foaming agent for bubble shield method
JP4617909B2 (en) * 2005-02-04 2011-01-26 株式会社大林組 Injection method of additives in shield method
EP2208826B1 (en) 2007-11-02 2017-04-26 Waseda University Method of preparing air foam stabilizing liquid and method of air foam drilling work
CN101812989B (en) * 2009-12-28 2013-04-10 宏润建设集团股份有限公司 Foam generating device and foam generating method
CN101812990B (en) * 2010-03-05 2013-06-19 上海真砂隆福机械有限公司 Slurry-adding foam system
JP5600288B2 (en) * 2010-12-08 2014-10-01 株式会社奥村組 Mud pressure shield method and mud pressure shield machine
JP2013002040A (en) * 2011-06-13 2013-01-07 Kajima Corp Sediment disposal method
JP6050989B2 (en) * 2011-09-05 2016-12-21 株式会社大林組 Low toxic foam material used for bubble shield method and bubble shield method
JP2015063669A (en) * 2013-08-27 2015-04-09 有限会社マグマ Composition for foundation digging/pouring material, foundation digging/pouring material, and operation method using the same
EP2910733B1 (en) * 2014-02-25 2018-03-21 MC-Bauchemie Müller GmbH & Co. KG Chemische Fabriken Foam generator for an earth pressure shield tunnel propulsion machine and method for conditioning removed soil material as a support medium for an earth pressure shield
JP6393044B2 (en) * 2014-03-05 2018-09-19 大成建設株式会社 Bubble shield method
CN104453923B (en) * 2014-10-21 2016-04-06 中南大学 A kind of take foam as the choosing method of the gummy formation earth pressure balanced shield, EPBS sediment improvement parameter of additive
CN104373131B (en) * 2014-11-04 2016-11-23 中交第二航务工程局有限公司 A kind of construction method utilizing balancing earth-pressure shielding machine dregs pressurize pumping installations
CN105041324A (en) * 2015-06-12 2015-11-11 北京城建设计发展集团股份有限公司 Method for improving residue soil for shield excavation of water-rich weathering uneven slate interaction formation
CN105134227A (en) * 2015-09-14 2015-12-09 徐工集团凯宫重工南京有限公司 Foam jet and shield tunneling machine foaming system
CN105697024B (en) * 2016-03-10 2019-04-02 上海隧道工程有限公司 Tool changing construction method of the super big diameter mud water air balance shield in soft soil layer
JP6893803B2 (en) * 2017-03-07 2021-06-23 花王株式会社 Composition containing etherified cellulose fibers and water
JP2018193689A (en) * 2017-05-12 2018-12-06 鹿島建設株式会社 Bubbles-containing anti-friction materials, bubbles-containing fluidizing materials, producing method thereof and construction method of shield by using them
CN108425681A (en) * 2017-10-27 2018-08-21 宏润建设集团股份有限公司 A kind of gas soil joint balance shield machine and its face balance control method
CN108343441A (en) * 2017-12-21 2018-07-31 北方重工装备(沈阳)有限公司 A kind of auxiliary pressurize method for balancing earth-pressure shielding machine
JP6559846B2 (en) * 2018-07-10 2019-08-14 大成建設株式会社 Bubble shield method and foaming water solution
CN109026040A (en) * 2018-08-03 2018-12-18 中国电建集团铁路建设有限公司 A kind of synchronization bi-material layers sediment improvement system for earth pressure balanced shield, EPBS
CN110814670A (en) * 2019-12-17 2020-02-21 常熟市恒丰机械制造有限公司 Machining process of cutter head of shield tunneling machine
CN111305858B (en) * 2020-03-15 2021-01-01 南宁中铁广发轨道装备有限公司 Mixed mold shield machine
CN111706339B (en) * 2020-05-28 2021-11-23 北京城建中南土木工程集团有限公司 Shield constructs out-of-earth blowout preventer
CN112723809B (en) * 2020-12-28 2022-04-19 中铁十局集团有限公司 Method for preparing road base material by curing hard rock shield muck
CN113109245B (en) * 2021-04-02 2022-08-19 中交一公局厦门工程有限公司 Shield muck improvement foaming agent foaming ratio detection device and detection method
CN113202488A (en) * 2021-05-14 2021-08-03 盾构及掘进技术国家重点实验室 Device and method for improving supporting effect of excavation face of earth pressure balance type tunnel boring machine
CN113217000B (en) * 2021-05-28 2022-06-24 安徽唐兴装备科技股份有限公司 Efficient trenchless tunneling device and tunnel excavating method thereof
CN114033395B (en) * 2021-10-28 2023-06-23 中交第二航务工程局有限公司 Mud cake preventing device and method for earth pressure balance type shield machine

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JPH0633716B2 (en) * 1983-05-17 1994-05-02 株式会社青木建設 Shield drilling equipment
JPS6044423A (en) * 1983-08-23 1985-03-09 Aoki Kensetsu:Kk Transporting method of soil
US4637882A (en) * 1983-12-16 1987-01-20 Exxon Research And Engineering Company Polyampholytes - high temperature viscosifiers for high ionic strength drilling fluids
JPS61101587A (en) * 1984-10-22 1986-05-20 Tachibana Shokai:Kk Additive for earth pressure type shield
JPS6219212A (en) * 1985-07-17 1987-01-28 Kumagai Gumi Ltd Treatment of excavated earth and sand
JPS62153382A (en) * 1985-12-27 1987-07-08 Terunaito:Kk Foaming agent for suspension
JPS62206194A (en) * 1986-03-04 1987-09-10 株式会社熊谷組 Shield type tunnel excavation method
DE3623553A1 (en) * 1986-07-12 1988-01-28 Hochtief Ag Hoch Tiefbauten Earth-pressure shield
JP2858749B2 (en) * 1987-12-18 1999-02-17 株式会社大林組 Closed pressure shield method
JPH0639875B2 (en) * 1988-08-12 1994-05-25 日本国土開発株式会社 Additive for mud pressure shield
JPH0635795B2 (en) * 1988-11-01 1994-05-11 株式会社淺沼組 Friction reduction method for underground propellants using foam solids

Also Published As

Publication number Publication date
ES2051629A2 (en) 1994-06-16
GB2263490A (en) 1993-07-28
JPH05202693A (en) 1993-08-10
GB2263490B (en) 1995-08-23
FR2686649A1 (en) 1993-07-30
ITPN920011A0 (en) 1992-02-28
GB9204864D0 (en) 1992-04-22
DE4206831C2 (en) 1996-09-12
DE4206831A1 (en) 1993-07-29
JP2768104B2 (en) 1998-06-25
NL9200434A (en) 1993-08-16
ES2051629R (en) 1996-06-01
FR2686649B1 (en) 1994-12-02
ES2051629B1 (en) 1997-01-01
ITPN920011A1 (en) 1993-08-28

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Legal Events

Date Code Title Description
0001 Granted
TA Fee payment date (situation as of event date), data collected since 19931001

Effective date: 19980218