EP1788157A3 - Diaphragm wall and method to build it - Google Patents

Diaphragm wall and method to build it Download PDF

Info

Publication number
EP1788157A3
EP1788157A3 EP20060023807 EP06023807A EP1788157A3 EP 1788157 A3 EP1788157 A3 EP 1788157A3 EP 20060023807 EP20060023807 EP 20060023807 EP 06023807 A EP06023807 A EP 06023807A EP 1788157 A3 EP1788157 A3 EP 1788157A3
Authority
EP
European Patent Office
Prior art keywords
wall
lamellae
diaphragm wall
build
concrete
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.)
Withdrawn
Application number
EP20060023807
Other languages
German (de)
French (fr)
Other versions
EP1788157A2 (en
Inventor
Willem Velthorst Herman
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.)
VELTHORST BEHEER B.V.
Original Assignee
Velthorst Beheer BV
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 Velthorst Beheer BV filed Critical Velthorst Beheer BV
Publication of EP1788157A2 publication Critical patent/EP1788157A2/en
Publication of EP1788157A3 publication Critical patent/EP1788157A3/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/10—Ducts

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

Die Erfindung betrifft eine Schfitzwand aus Beton oder stahlbeton sowie ein Verfahren zur Herstellung einer solchen Schlitzwand. Die Schlitzwand besteht aus nacheinander hergestellten Lamellen, wobei in den Fugen zwischen den Lamellen Vorkehrungen zur Gewährleistung der Dichtigkeit gegen Hindurchtreten von Wasser getroffen sind. Diese Vorkehrungen bestehen gemäß der Erfindung darin, dass die Schlitzwand (7) mittels sich von deren oberem Rand aus U-förmig über die Höhe der Schlitzwand (7) erstreckenden und mindestens eine Fuge (11) zwischen benachbarten Lamellen (10) kreuzenden Spanngliedern aus Stahl vorgespannt ist.

Figure imgaf001
The invention relates to a Schfitzwand concrete or reinforced concrete and a method for producing such a diaphragm wall. The trench wall consists of successively manufactured lamellae, wherein measures are taken in the joints between the lamellae to ensure the tightness against passage of water. These provisions are according to the invention in that the trench wall (7) by means of its upper edge of U-shaped over the height of the slot wall (7) extending and at least one joint (11) between adjacent slats (10) crossing tendons made of steel is biased.
Figure imgaf001
EP20060023807 2005-11-19 2006-11-16 Diaphragm wall and method to build it Withdrawn EP1788157A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200510055254 DE102005055254A1 (en) 2005-11-19 2005-11-19 Trench wall and method for its production

Publications (2)

Publication Number Publication Date
EP1788157A2 EP1788157A2 (en) 2007-05-23
EP1788157A3 true EP1788157A3 (en) 2009-03-11

Family

ID=37770839

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20060023807 Withdrawn EP1788157A3 (en) 2005-11-19 2006-11-16 Diaphragm wall and method to build it

Country Status (2)

Country Link
EP (1) EP1788157A3 (en)
DE (1) DE102005055254A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1964980A1 (en) * 2007-02-28 2008-09-03 Etienne Heirwegh Excavating means and method to cast in-situ cast walls
GB201112136D0 (en) 2011-07-14 2011-08-31 Coupland John W Diaphragm wall apparatus and methods
EP2549021B1 (en) * 2011-07-18 2013-09-11 Bauer Spezialtiefbau GmbH Pump storage power plant and method for its production
DE102013205765B4 (en) 2013-04-02 2021-06-02 Gud Geotechnik Und Dynamik Consult Gmbh Quality assurance system for diaphragm wall joints
DE202014101066U1 (en) * 2014-02-28 2014-04-28 Brühler Stahlhandel Gmbh Spacer for a reinforcement cage
GB201706643D0 (en) 2017-04-26 2017-06-07 Ccmj Systems Ltd Diaphragm walls
GB2571097B (en) 2018-02-15 2021-08-25 Ccmj Systems Ltd Shear key former apparatus and method(s)
CN115198701B (en) * 2022-09-01 2023-07-28 江西省水利科学院 Assembled aqueduct wet joint connection structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59150818A (en) * 1983-02-14 1984-08-29 Ohbayashigumi Ltd Inter-panel joint work of underground continuous wall
JPS62153417A (en) * 1985-12-25 1987-07-08 Okumura Constr Co Ltd Reinforcing bar cage for continuous underground wall
JPS63261012A (en) * 1987-04-17 1988-10-27 Ohbayashigumi Ltd Construction of joint of underground continuous wall
JPH0493412A (en) * 1990-08-09 1992-03-26 Taisei Corp Integral jointing method for split structures
JPH10102488A (en) * 1996-10-01 1998-04-21 Ohbayashi Corp Method of introducing prestress into diaphragm wall

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59150818A (en) * 1983-02-14 1984-08-29 Ohbayashigumi Ltd Inter-panel joint work of underground continuous wall
JPS62153417A (en) * 1985-12-25 1987-07-08 Okumura Constr Co Ltd Reinforcing bar cage for continuous underground wall
JPS63261012A (en) * 1987-04-17 1988-10-27 Ohbayashigumi Ltd Construction of joint of underground continuous wall
JPH0493412A (en) * 1990-08-09 1992-03-26 Taisei Corp Integral jointing method for split structures
JPH10102488A (en) * 1996-10-01 1998-04-21 Ohbayashi Corp Method of introducing prestress into diaphragm wall

Also Published As

Publication number Publication date
EP1788157A2 (en) 2007-05-23
DE102005055254A1 (en) 2007-05-24

Similar Documents

Publication Publication Date Title
EP1788157A3 (en) Diaphragm wall and method to build it
EP1780348A3 (en) Prefabricated element for making a construction element
EP1707727A3 (en) sealing arrangement and method for producing a seal
DE102006036988B4 (en) Bar frame to form a frame comprising a plurality of nodes and the bars connecting the nodes
EP2098662A3 (en) Assembly and repair pit and system for draining waste water from assembly pits
EP1544376A3 (en) Inner shuttering section for the erection of a construction section
WO2013189491A1 (en) Formwork arrangement
EP1953303A3 (en) Wall construction element, method for manufacturing a wall construction element and an anchor element for a wall construction element
DE202006020230U1 (en) Drainage device for draining liquids from traffic areas in road construction
DE10222032A1 (en) Sealing profile, to seal the gaps between concrete tunnel and shaft segments, has a structured anchor foot with slits to lock durably in place against the concrete segment and allow air bubble escape during concrete pouring
DE2319190A1 (en) DEVICE FOR PRODUCING RECESSES IN CAST CONCRETE
DE69832117T2 (en) Masonry with integral reinforcement system
EP3118384A1 (en) Insulating shell for a ring anchor for masonry, insulating sheel composite with two insulating shells and ring anchor with the insulating shell composite
EP2119828A3 (en) Rail covering system and machine for demounting and relocating same
DE102018119213A1 (en) Method of making a building
EP2476809A3 (en) Water stop for longlasting and reliable sealing of joints between constructions
EP1788162A9 (en) Method for repairing of water damage, pest infestation or similar in buildings
EP2119839A3 (en) Finished construction, in particular wall construction board or block
DE10120495C1 (en) Shuttering form, for filling with concrete and making tension bars, has base, sides and ends, vertical slots, plates and sealing lips
DE202005018481U1 (en) Casing and reinforcement arrangement, comprises first spacer element along outer side of casing board with spaced recesses to hold second reinforcement rod
DE10340678A1 (en) Method for producing the wall of a building
EP1522654A3 (en) Tool for filling joints
AT517641B1 (en) Method and device for the subsequent sealing of concrete structures surrounded by the ground with sealing joints such as tunnels
DE202022106638U1 (en) Formwork element and arrangement of formwork elements
DE202018101765U1 (en) Deposit box for reinforcement connections for making a concrete connection

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20090905

17Q First examination report despatched

Effective date: 20091013

AKX Designation fees paid

Designated state(s): DE NL

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150508

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 29/16 20060101ALI20150424BHEP

Ipc: E04C 5/10 20060101ALI20150424BHEP

Ipc: E02D 17/13 20060101AFI20150424BHEP

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: VELTHORST BEHEER B.V.

RIN1 Information on inventor provided before grant (corrected)

Inventor name: HERMAN WILLEM VELTHORST

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20150919