WO2001096710A1 - A tunnel waterproofing construction method - Google Patents

A tunnel waterproofing construction method Download PDF

Info

Publication number
WO2001096710A1
WO2001096710A1 PCT/US2001/018174 US0118174W WO0196710A1 WO 2001096710 A1 WO2001096710 A1 WO 2001096710A1 US 0118174 W US0118174 W US 0118174W WO 0196710 A1 WO0196710 A1 WO 0196710A1
Authority
WO
WIPO (PCT)
Prior art keywords
cement concrete
tunnel
rubber
spraying
film
Prior art date
Application number
PCT/US2001/018174
Other languages
English (en)
French (fr)
Inventor
Yoshio Shimizu
Keiichi Kosuge
Original Assignee
W.R. Grace & Co.-Conn.
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 W.R. Grace & Co.-Conn. filed Critical W.R. Grace & Co.-Conn.
Priority to AU7293601A priority Critical patent/AU7293601A/xx
Priority to AU2001272936A priority patent/AU2001272936B2/en
Priority to CA002411271A priority patent/CA2411271A1/en
Priority to EP01952144A priority patent/EP1290313A4/en
Priority to US10/297,370 priority patent/US6767164B2/en
Publication of WO2001096710A1 publication Critical patent/WO2001096710A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/383Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining 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
    • E21D11/105Transport 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

Definitions

  • This invention relates to a waterproofing construction and method for tunnels
  • paste, mortar, and concrete are used as general terms to refer to cement concrete.
  • the width of the sheet is narrow (e.g., one to two meters), it is
  • waterproofing sheets requires great effort and is sometimes uneconomical. There is the further problem that water infiltrates between the waterproofing sheet and the secondary concrete coating due to damage of the sheet by poorly welded components. Also, the irregularities in the excavated surface of the tunnel often defeats the waterproofing capacity of the sheet.
  • the present invention specifically, provides a tunnel waterproofing construction method, wherein a primary spray cement concrete coating is spray
  • a rubber emulsion operative to vulcanize at ambient temperature is spray-applied onto the primary spray cement concrete coating
  • the tunnel excavation surface is made "nonlanded" by the
  • emulsion can be spray-applied onto the primary spray cement concrete and thereafter a secondary cement coating can be established thereon.
  • a buffer-water conductive layer is installed on the primary spray cement concrete coating, and the ambient-temperature vulcanizable emulsion is thereafter applied thereon to form a rubber film, whereupon
  • the secondary cement concrete coating may subsequently be established on the rubber
  • This invention is a construction method in which a film without seams and having good physical properties is formed, preferably by spray-applying a primary
  • reaction is obtained at ambient temperature. From the standpoints of facilitating attachment of the primary spray cement concrete and achieving good workability, the
  • ambient-temperature vulcanization-type rubber emulsion should comprise a substance
  • agent A that contains the rubber emulsion (hereafter referred to as agent A) and an oil-
  • Agent A and agent B are sprayed while being mixed at the nozzle tip (used for spraying A and B).
  • the rubber emulsion that is used in agent A can be a synthetic rubber, such as styrene butadiene rubber, chloroprene rubber, or isoprene rubber, as well as natural
  • styrene butadiene rubber is desirable from the standpoints of vulcanization physical
  • chloroprene is desirable from the standpoint of increased flame-retarding properties. From the standpoint of obtaining a good film, the solid component of the
  • rubber emulsion should be 15 to 40 parts by mass, and preferably 20-30 parts by
  • agent A in 100 parts of total solid components after blending agent A and agent B.
  • Paraffin oil is used at a ratio of less
  • Asphalt can also be used for the purpose of increasing flame-retarding properties.
  • Asphalt can also be used for the purpose of increasing flame-retarding properties.
  • agent B also be used in agent B.
  • the ratio should be less than 30 parts by mass per 100 parts
  • B may be a sulfur vulcanization agent, with sulfur being preferred.
  • vulcanization agent should be 0.5 to 20 parts by mass per 100 parts by mass of rubber
  • a vulcanization accelerator may be used in combination with agent B.
  • vulcanization accelerators can include zinc isopropyl xanthate, zinc
  • vulcanization accelerator used should be 0J to 5.0 parts by mass per 100 parts by mass of rubber solid components when zinc isopropyl xanthate is used, 0J to 5.0
  • additives such as fumed silica, polymer fibers, and powdered
  • rubber may be used in agent B in amounts of 0.5 to 25 parts by mass per 100 parts by
  • coloring agent B various types can also be used in agent B.
  • the tunnel waterproofing construction method may be a construction method
  • a rubber emulsion operative to vulcanize at ambient temperature is spray applied onto an excavated tunnel surface after a primary spray cement concrete is sprayed thereon, or after a buffer- water conductive layer (i.e. drainage) is established on the primary
  • buffer- water conductive layers include layers formed by spraying fibrous substances such as moistened pulp and layers in which nonwoven fabrics such
  • nonwoven fabrics or irregularly shaped plates to the primary spray cement concrete surface, adhesive agents and rivets may be used.
  • this invention is a type whereby agent A and agent B are introduced under pressure by
  • an airless spraying machine may be used, or an air application machine may be used.
  • a U-shaped simulation tunnel having openings of 4 m, a height of 3.5 m, and a length of 3 m was made. Irregularities of the tunnel earth mound surface were presumed in the simulation tunnel, and fifteen concrete blocks of 15 cm in width, 20
  • PROCOR 75 comprised of agent A of which
  • agent B which contained calcium oxide, sulfur, aromatic oil, paraffin oil, zinc oxide, clay and calcium
  • a U-shaped simulation tunnel having openings of 4 m, a height of 3.5 m, and
  • a U-shaped simulation tunnel having openings of 4m, a height of 3.5 m, and a
  • Construction Products United States, under the brand name PROCOR 75
  • PROCOR 75 was applied by spraying to the mortar surface by an air spraying machine so that the thickness was 2 mm after mixing agent A and agent B at the nozzle component, with a film being formed.
  • the ambient-temperature vulcanization-type emulsion is not toxic. Because the water component in this emulsion does not separate, water
  • temperature vulcanization-type emulsion does not cause fogging that can occur during spraying. For these reasons, workability can be greatly

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (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)
PCT/US2001/018174 2000-06-12 2001-06-05 A tunnel waterproofing construction method WO2001096710A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
AU7293601A AU7293601A (en) 2000-06-12 2001-06-05 A tunnel waterproofing construction method
AU2001272936A AU2001272936B2 (en) 2000-06-12 2001-06-05 A tunnel waterproofing construction method
CA002411271A CA2411271A1 (en) 2000-06-12 2001-06-05 A tunnel waterproofing construction method
EP01952144A EP1290313A4 (en) 2000-06-12 2001-06-05 METHOD FOR CONSTRUCTING TUNNEL SEALING
US10/297,370 US6767164B2 (en) 2000-06-12 2001-06-05 Tunnel waterproofing construction method

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2000-175768 2000-06-12
JP2000175768A JP4459391B2 (ja) 2000-06-12 2000-06-12 トンネル防水工法

Publications (1)

Publication Number Publication Date
WO2001096710A1 true WO2001096710A1 (en) 2001-12-20

Family

ID=18677596

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2001/018174 WO2001096710A1 (en) 2000-06-12 2001-06-05 A tunnel waterproofing construction method

Country Status (7)

Country Link
EP (1) EP1290313A4 (ja)
JP (1) JP4459391B2 (ja)
KR (1) KR20030034093A (ja)
CN (1) CN1280524C (ja)
AU (2) AU7293601A (ja)
CA (1) CA2411271A1 (ja)
WO (1) WO2001096710A1 (ja)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1290313A1 (en) 2000-06-12 2003-03-12 W.R. Grace & Co.-Conn. A tunnel waterproofing construction method
US20210246070A1 (en) * 2018-05-02 2021-08-12 Relborgn Pty Ltd Method, apparatus and composition for sealing of surfaces

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002275828A (ja) * 2001-03-16 2002-09-25 Denki Kagaku Kogyo Kk 防水構造及び防水工法
KR100894885B1 (ko) * 2007-04-27 2009-04-30 (주)리뉴시스템 실드터널 방수시공방법 및 방수시공구조체
CN101614129B (zh) * 2009-08-10 2011-07-27 招商局重庆交通科研设计院有限公司 隧道防排水系统的施工方法
KR101068624B1 (ko) * 2011-03-30 2011-09-28 대지종건(주) 비개착 가설 터널 및 관로 시공용 호형 분할 세그먼트
CN104373138B (zh) * 2014-10-13 2017-03-29 中南大学 一种隧道衬砌结构修复时防水层重塑的施工方法
JP6534562B2 (ja) * 2015-06-04 2019-06-26 デンカ株式会社 構造体及び施工方法
KR101790217B1 (ko) * 2016-12-30 2017-10-25 씨카코리아(주) 방수 시스템

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4915542A (en) * 1984-11-16 1990-04-10 Fernando Gordun B Process for waterproofing surfaces
US6193439B1 (en) * 1996-01-08 2001-02-27 Mbt Holding Ag Process for cladding substrates and constructions produced thereby

Family Cites Families (13)

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Publication number Priority date Publication date Assignee Title
BE712437A (ja) * 1967-03-22 1968-07-31
AT318862B (de) * 1971-05-28 1974-11-25 Sika Ag Verfahren zum Abdichten der Wände von Ingenierbauwerken aus Beton
DE2819230A1 (de) * 1978-05-02 1979-11-08 Kalk Chemische Fabrik Gmbh Verfahren zum ausfuellen von hohlraeumen zwischen gebirge und ausbau beim auffahren von strecken im bergbaubetrieb
FI69503C (fi) * 1984-03-13 1986-02-10 Neste Oy Ytbelagd bergsbehaollare eller tunnel
CH688135A5 (fr) * 1994-12-05 1997-05-30 Pierre Andre Follonier Procédé de construction d'ouvrages en béton avec couche d'étanchéité.
GB2302153B (en) * 1995-06-12 1999-10-20 Wrc Plc Pipeline renovation
GB2308848A (en) * 1996-01-04 1997-07-09 Grace W R & Co Waterproofing materials
GB9625163D0 (en) 1996-12-04 1997-01-22 Sandoz Ltd Organic compounds
TW327667B (en) * 1997-02-04 1998-03-01 Hu Ming Chiun Drainage method and its material
ATE253172T1 (de) * 1997-08-15 2003-11-15 Koester Bauchemie Gmbh Verfahren zum abdichten von unterirdischen hohlräumen gegen wassereintritt
GB9815685D0 (en) * 1998-07-20 1998-09-16 Mbt Holding Ag Waterproofer
US6403686B1 (en) * 2000-04-11 2002-06-11 W.R. Grace & Co. - Conn. Rheologically-dynamic, liquid-applicable elastomeric compositions
JP4459391B2 (ja) 2000-06-12 2010-04-28 電気化学工業株式会社 トンネル防水工法

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4915542A (en) * 1984-11-16 1990-04-10 Fernando Gordun B Process for waterproofing surfaces
US6193439B1 (en) * 1996-01-08 2001-02-27 Mbt Holding Ag Process for cladding substrates and constructions produced thereby

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP1290313A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1290313A1 (en) 2000-06-12 2003-03-12 W.R. Grace & Co.-Conn. A tunnel waterproofing construction method
US20210246070A1 (en) * 2018-05-02 2021-08-12 Relborgn Pty Ltd Method, apparatus and composition for sealing of surfaces

Also Published As

Publication number Publication date
EP1290313A4 (en) 2005-04-27
JP2001355397A (ja) 2001-12-26
CA2411271A1 (en) 2001-12-20
KR20030034093A (ko) 2003-05-01
CN1280524C (zh) 2006-10-18
AU7293601A (en) 2001-12-24
CN1457383A (zh) 2003-11-19
AU2001272936B2 (en) 2005-06-30
JP4459391B2 (ja) 2010-04-28
EP1290313A1 (en) 2003-03-12

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