EP0188282B1 - Abdichtung und deren Herstellungsverfahren zur Schaffung tragfähiger, abbaufähiger Bodenmassen für die Ausführung von Untertagebauwerken, wie Hohlraumbauten oder dergleichen - Google Patents

Abdichtung und deren Herstellungsverfahren zur Schaffung tragfähiger, abbaufähiger Bodenmassen für die Ausführung von Untertagebauwerken, wie Hohlraumbauten oder dergleichen Download PDF

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Publication number
EP0188282B1
EP0188282B1 EP86100467A EP86100467A EP0188282B1 EP 0188282 B1 EP0188282 B1 EP 0188282B1 EP 86100467 A EP86100467 A EP 86100467A EP 86100467 A EP86100467 A EP 86100467A EP 0188282 B1 EP0188282 B1 EP 0188282B1
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EP
European Patent Office
Prior art keywords
sealing
ground
masses
walls
production method
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.)
Expired - Lifetime
Application number
EP86100467A
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German (de)
English (en)
French (fr)
Other versions
EP0188282A2 (de
EP0188282A3 (en
Inventor
Klaus Dipl.-Ing. Esters
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Keller Grundbau GmbH
Original Assignee
Keller Grundbau GmbH
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6259883&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0188282(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Keller Grundbau GmbH filed Critical Keller Grundbau GmbH
Priority to AT86100467T priority Critical patent/ATE67259T1/de
Publication of EP0188282A2 publication Critical patent/EP0188282A2/de
Publication of EP0188282A3 publication Critical patent/EP0188282A3/de
Application granted granted Critical
Publication of EP0188282B1 publication Critical patent/EP0188282B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/16—Restraining of underground water by damming or interrupting the passage of underground water by placing or applying sealing substances
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • 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

Definitions

  • the invention relates to a seal for the execution of underground structures according to the preamble of claim 1.
  • the invention has for its object to form the seal of the generic type so that the soil masses can be compacted and drained within the seal.
  • the seal according to the invention is arranged in the form of a roof and is designed as an elastically deformable sealing cover gives the decisive advantage that such a sealing cover can adapt to the volume reduction of the soil masses and can also absorb the compressive forces of the groundwater on its outer skin in such a way that additional soil compaction is achieved in the enclosed drainage area.
  • the sealing walls of the sealing cover diverge from a central ridge line that lies on or below the surface run diagonally down to the waterproof floor.
  • This central ridge line which can be a working tunnel or the like, then represents, in cross-section, the upper tip of the cross-section triangle in question in the case of the roof-like, umbrella-like or the like.
  • the enclosed base can be subjected to a vacuum for the purpose of further solidification, whereby an additional compaction of the base in the enclosed drainage area is made possible.
  • Such an airtight sealing sleeve can then also be used as an additional security measure against air loss in compressed air drives in a low ground cover. In the event of unexpected leaks, it is possible in a simple manner to re-seal the sealing sleeve by re-pressing with the help of valve pipes.
  • the soil masses in the sealing shell of the construction site to be driven dry are sealed against the groundwater and the air, dewatered, compressed under the pressure of the groundwater on the outside of the sealing shell and / or stabilized by vacuum, so that a resilient, more stable and dry soil is obtained, which can be continuously developed in line with the progress of construction of the underground structure and can be mined in dry conditions from a protected position.
  • the sealing envelope is formed from sealing walls, the shape of which is adapted to the local conditions and which are formed by injecting a quantity of liquid on the basis of bentonite / filler / cement as a high-tension suspension jet with pressures of 300 to 600 bar into the soil mass to be sealed.
  • the tightness of the sealing sleeve is ensured in that the sealing walls are re-injected at rinsed-out, eroded points with injection agent at a pressure between 50 and 100 bar.
  • the construction pit enclosed by the sealing envelope can then be dewatered and kept dry for the actual construction process.
  • a swelling agent can be added to the injection agent.
  • underground tubes 1 are provided as underground structures, which are to be pre-built underground in dry conditions.
  • sealing walls 2 are provided, which are arranged in the form of a roof and thus form a sealing envelope 3, so that the sealing water 2 prevents the groundwater from the outside.
  • the soil masses 5 to be dismantled located inside or below the sealing shell 3 can be dewatered, for example, by means of vacuum deep wells, not shown, from the groundwater level 4 to a marl layer 8.
  • the external pressure of the groundwater in silt or fine sand 7 is caused by the sealing walls 2 of the sealing shell 3 caught.
  • the sealing walls 2 are integrated in the marl layer 8.
  • the sealing sleeve is formed between the sealing walls 2 or below the sealing walls 3 a drained and stabilized soil zone 5, within which tunnel tubes 1 can be driven.
  • the sealing sleeve 3 consists of roof-shaped sealing walls 2
  • an additional compaction effect is achieved by the pressure of the groundwater on the enclosed soil masses 5, namely in that the roof-shaped sealing walls 2 by adding a filler to the the base bentonite / cement mixture are formed as an elastically deformable sealing sleeve 3.
  • the elastic sealing walls 2 adapt to a volume reduction of the base 5 immediately without impairing the sealing function.
  • the roof of the sealing sleeve 3 is clearly drawn up towards the surface 13, ie that the sealing walls 2 of the sealing sleeve 3 diverging obliquely downwards from a central ridge line lying on the surface 13 into the water-impermeable floor 8 run.
  • the roof-shaped sealing walls 2 are clearly drawn down to the marl layer 8, the sealing walls 2 running from a ridge line below the surface 13 diverging obliquely down into the marl layer 8.
  • the volume of the sealing sleeve 3 is limited by the recessed sealing walls 2 and the area of action is narrowly restricted to the drainage zone 5.
  • This embodiment is particularly suitable for deep-lying construction pits in order to an internal vacuum drainage system, in addition to preventing the entry of groundwater from the outside, also preventing the entry of air from the outside and thus making the negative pressure particularly effective for the associated soil stabilization.
  • Fig. 3 shows an embodiment in which the sealing walls 2, starting from a ridge line, below the surface 13 serving cleats 11, are embedded deeply in the marl layer 8, so that the enclosed sealing sleeve 3 can graze in a very limited space.
  • the two underground tubes 1 are driven in the dry.
  • the degradation of the soil mass 5 from the marl layer 8 is facilitated in that it can be compacted and stabilized by additional injections using the soil fracturing method.
  • a Soilcrete sole 14 under the profiles of the underground tubes 1 serves to secure the hollow structure to the depth.
  • FIG. 4 shows floor plans of the elastic sealing wall 2, which are formed from sealing lamellae 15 and / or from intersecting columns 16.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Soil Sciences (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Agronomy & Crop Science (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Sealing Material Composition (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Revetment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
EP86100467A 1985-01-15 1986-01-15 Abdichtung und deren Herstellungsverfahren zur Schaffung tragfähiger, abbaufähiger Bodenmassen für die Ausführung von Untertagebauwerken, wie Hohlraumbauten oder dergleichen Expired - Lifetime EP0188282B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86100467T ATE67259T1 (de) 1985-01-15 1986-01-15 Abdichtung und deren herstellungsverfahren zur schaffung tragfaehiger, abbaufaehiger bodenmassen fuer die ausfuehrung von untertagebauwerken, wie hohlraumbauten oder dergleichen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3501128 1985-01-15
DE3501128A DE3501128C3 (de) 1985-01-15 1985-01-15 Abdichtung für die Ausführung von Untertagebauwerken

Publications (3)

Publication Number Publication Date
EP0188282A2 EP0188282A2 (de) 1986-07-23
EP0188282A3 EP0188282A3 (en) 1988-03-16
EP0188282B1 true EP0188282B1 (de) 1991-09-11

Family

ID=6259883

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86100467A Expired - Lifetime EP0188282B1 (de) 1985-01-15 1986-01-15 Abdichtung und deren Herstellungsverfahren zur Schaffung tragfähiger, abbaufähiger Bodenmassen für die Ausführung von Untertagebauwerken, wie Hohlraumbauten oder dergleichen

Country Status (4)

Country Link
US (1) US5722800A (cs)
EP (1) EP0188282B1 (cs)
AT (1) ATE67259T1 (cs)
DE (2) DE3501128C3 (cs)

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DE3621884A1 (de) * 1985-07-22 1987-01-29 Kunz Alfred & Co Verfahren zum bau und/oder vortrieb von rohren
DE3715287A1 (de) * 1987-05-08 1988-12-22 Gkn Keller Gmbh Verfahren zum verfestigen von bodenabschnitten
DE3718631A1 (de) * 1987-06-03 1988-12-22 Gkn Keller Gmbh Kombiniertes injektionsverfahren sowie vorrichtung zur herstellung eines hochverfestigten bodenvolumens bei gleichzeitiger stabilisierung des angrenzenden bodens
FR2665466A1 (fr) * 1990-08-01 1992-02-07 Sol Cie Ind Procede de construction d'un ouvrage enterre, notamment un parc de stationnement, preservant des obstacles tels que des arbres.
JP3284047B2 (ja) * 1995-12-13 2002-05-20 国土交通省関東地方整備局長 地中連続壁の施工方法
US6123484A (en) * 1997-01-29 2000-09-26 Fujita; Takatoyo Soil pile and method for constructing the same
DE19856640C2 (de) * 1998-12-03 2001-12-06 P D Glas Und Feuerfestwerke We Bergbau-Formstein zur Herstellung langzeitstabiler untertägiger Verschlußelemente für untertägige Hohlräume
WO2006104227A1 (ja) * 2005-03-29 2006-10-05 Kajima Corporation 材料の含水比調整方法
ES2361702B2 (es) * 2009-12-09 2011-11-02 Universidad De Alicante Procedimiento para la ejecución de túneles o perforaciones en obra civil mediante tuneles de sacrificio.
CN102031788B (zh) * 2010-12-08 2012-08-08 广西建工集团第五建筑工程有限责任公司 无防水设计地下室深井降水防水施工法
JP6552278B2 (ja) * 2015-05-29 2019-07-31 大成建設株式会社 トンネル施工方法
JP2018084040A (ja) * 2016-11-21 2018-05-31 鹿島建設株式会社 地盤改良方法、及び、地盤構造
JP6775414B2 (ja) * 2016-12-27 2020-10-28 鹿島建設株式会社 地盤掘削方法
US10465355B2 (en) * 2017-09-06 2019-11-05 Uretek Usa, Inc. Injection tube countersinking
CN108119149B (zh) * 2018-01-02 2019-04-09 兰州理工大学 一种下穿既有建筑物的隧道支护结构及施工方法
CN108756885B (zh) * 2018-05-14 2019-12-06 西安建筑科技大学 一种矿岩极破碎的急倾斜矿体的下向或上向胶结充填机械化采矿方法
CN109252863B (zh) * 2018-11-13 2020-08-14 湖南黄金洞矿业有限责任公司 一种利用煤巷掘进机开采破碎型厚矿体的方法
CN111005759B (zh) * 2019-12-04 2025-02-07 中交第二公路勘察设计研究院有限公司 一种适用于寒冷地区的超长隧道清污分离排水结构
CN112228081A (zh) * 2020-10-24 2021-01-15 中铁一局集团有限公司 一种盾构隧道侧穿高铁高架桥桩基的加固方法
CN116263053B (zh) * 2021-12-14 2024-06-18 中国五冶集团有限公司 一种真空吸力型抗浮锚杆
CN114908798A (zh) * 2022-05-11 2022-08-16 广州地铁设计研究院股份有限公司 一种既有地铁区间上方开挖的地铁保护工法

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Also Published As

Publication number Publication date
DE3501128C2 (cs) 1988-07-14
DE3501128C3 (de) 1998-11-12
DE3681298D1 (de) 1991-10-17
EP0188282A2 (de) 1986-07-23
EP0188282A3 (en) 1988-03-16
US5722800A (en) 1998-03-03
DE3501128A1 (de) 1986-07-17
ATE67259T1 (de) 1991-09-15

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