EP0568799A1 - Coffrage d'un joint - Google Patents

Coffrage d'un joint Download PDF

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Publication number
EP0568799A1
EP0568799A1 EP93104265A EP93104265A EP0568799A1 EP 0568799 A1 EP0568799 A1 EP 0568799A1 EP 93104265 A EP93104265 A EP 93104265A EP 93104265 A EP93104265 A EP 93104265A EP 0568799 A1 EP0568799 A1 EP 0568799A1
Authority
EP
European Patent Office
Prior art keywords
spacers
formwork according
wall parts
section
trapezoidal cross
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.)
Granted
Application number
EP93104265A
Other languages
German (de)
English (en)
Other versions
EP0568799B1 (fr
Inventor
Willibald Fischer
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.)
PECA-VERBUNDTECHNIK GmbH
Original Assignee
PECA-VERBUNDTECHNIK 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6879221&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0568799(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by PECA-VERBUNDTECHNIK GmbH filed Critical PECA-VERBUNDTECHNIK GmbH
Publication of EP0568799A1 publication Critical patent/EP0568799A1/fr
Application granted granted Critical
Publication of EP0568799B1 publication Critical patent/EP0568799B1/fr
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
    • 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
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • 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
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G21/125—Reinforcement continuity box

Definitions

  • the invention relates to a formwork for a backsplash of the type explained in the preamble of claim 1.
  • the invention has for its object to significantly reduce the working time to be spent on such formwork.
  • the shuttering element designed according to the invention only needs to be placed on a base, such as e.g. a the already created base plate, be placed so that the upstand can be concreted further without delay.
  • the sealing element also holds the seal in its predetermined position.
  • the formwork according to the invention can be manufactured in a simple manner by welding its individual parts.
  • the configuration according to claim 4 provides a structurally simple way of holding the shuttering element according to the invention in its predetermined place.
  • a shuttering element 1 designed as lost formwork can be seen, which has two wall parts 2a and 2b forming the inclined sides of a trapezoidal cross section, the longer side of the trapezoidal cross section between the wall parts 2a, 2b being open.
  • Two grating strips 3a, 3b extend across the shorter side of the trapezoidal cross section.
  • a holder 4 in the form of a U-shaped basket for a conventional joint tape which can only be seen in FIG. 2 5 attached from elastic material.
  • the wall parts 2a, 2b each consist of a strip-shaped plate 6 made of a conventional expanded metal.
  • Longitudinal bars 7 made of metal are welded onto one side of the expanded metal sheet 6 at predetermined intervals.
  • transverse bars 8 are welded at predetermined intervals transverse to the longitudinal bars 7.
  • the lattice strips 3a, 3b are made from one of the usual reinforcement mats made of structural steel, the lattice openings between the transverse and longitudinal bars 9 and 10 forming the lattice strips 3a, 3b being so large that the shorter side of the trapezoidal cross section through the lattice strips 3a, 3b through, can serve as a concrete filling opening 11.
  • the distances between the longitudinal bars 10 of the grid strips 3a, 3b are expediently chosen so that one of the wall parts 2a, 2b can be welded to one of the longitudinal bars 10 of each grid strip at a predetermined angle of inclination. 1 shows, each of the grid strips 3a, 3b extends by the amount a beyond the shorter side of the trapezoidal cross section.
  • the U-shaped basket 4 for receiving the joint tape 5 also consists of a structural steel mat and is welded to one of the longitudinal bars 10 of each grid strip 3a, 3b such that the closed side of the U-shaped cross section protrudes into the trapezoidal cross section, while the legs protrude upwards over the grid strips 3a, 3b.
  • a base in the form of a base plate 13 made of concrete is poured into which the usual reinforcement brackets 14 are inserted.
  • the shuttering element 1 according to the invention is placed on the base plate 13 and fixed in position in that the protruding regions a of the grid strips 3a, 3b are connected to the reinforcement stirrups 14, for example with the aid of a wire rod.
  • the elastic joint tape 5 is inserted into the basket 4 and, if necessary, secured in its position by bending the two free legs of the basket 4.
  • the invention is not restricted to the exemplary embodiment described and drawn.
  • This means that the formwork can be placed on a reinforcement instead of an already cast floor slab.
  • a water barrier in the form of a continuous sheet metal strip can be welded to the grid strips, and the basket can be omitted.
  • other suitable spacers such as simple steel rods or the like can be used.
  • the expanded metal another material can be used for the wall parts.
  • the spacers do not necessarily have to lie directly in the shorter side of the trapezoidal cross section, but can also be laid somewhat inside the trapezoidal cross section.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Fats And Perfumes (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Prostheses (AREA)
  • Joints Allowing Movement (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Saccharide Compounds (AREA)
EP93104265A 1992-05-07 1993-03-16 Coffrage d'un joint Expired - Lifetime EP0568799B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9206140U 1992-05-07
DE9206140U DE9206140U1 (de) 1992-05-07 1992-05-07 Schalung

Publications (2)

Publication Number Publication Date
EP0568799A1 true EP0568799A1 (fr) 1993-11-10
EP0568799B1 EP0568799B1 (fr) 1996-06-05

Family

ID=6879221

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93104265A Expired - Lifetime EP0568799B1 (fr) 1992-05-07 1993-03-16 Coffrage d'un joint

Country Status (4)

Country Link
EP (1) EP0568799B1 (fr)
AT (1) ATE138996T1 (fr)
DE (2) DE9206140U1 (fr)
SG (1) SG48100A1 (fr)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0647744A1 (fr) * 1993-10-08 1995-04-12 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Armature pour construction en béton au niveau d'un joint constructif
DE19500937A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Absperrelement
DE19500939A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Schalungselement
WO1998003736A1 (fr) * 1996-07-17 1998-01-29 Monachino Mose Element de fondation, procedes de construction de structures prefabriquees comprenant ces elements et notamment de tunnels prefabriques, et structures prefabriquees obtenues a l'aide de ces procedes
EP1627978A2 (fr) 2004-08-19 2006-02-22 FWR Solutions GmbH Élément de coffrage
EP1582640A3 (fr) * 2004-03-28 2006-07-19 Stekox GmbH Joint d'étanchéité et support pour joints d'étanchéité
EP1961881A2 (fr) 2007-02-26 2008-08-27 FWR Solutions GmbH Elément de coffrage
EP1964991A2 (fr) 2007-02-27 2008-09-03 FWR Solutions GmbH Fixation
EP2009183A1 (fr) * 2007-06-27 2008-12-31 Sven Obernolte Elément de coffrage
DE202011001751U1 (de) * 2011-01-20 2012-04-25 Fwr Solutions Gmbh Schalung für den Betonbau
US8523486B2 (en) 2012-02-06 2013-09-03 Contech Engineering Solutions LLC Concrete culvert assembly and related methods
US8789337B2 (en) 2011-07-08 2014-07-29 Contech Engineered Solutions LLC Foundation system for bridges and other structures
JP2014173229A (ja) * 2013-03-06 2014-09-22 Maeda Corp 壁部を有するコンクリート構造物の打ち継ぎ部構造
US8925282B2 (en) 2011-07-08 2015-01-06 Contech Engineered Solutions LLC Foundation system for bridges and other structures
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung
US9695558B2 (en) 2012-12-13 2017-07-04 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US9970166B2 (en) 2012-02-06 2018-05-15 Contech Engineered Solutions LLC Concrete bridge system and related methods
DE102009003459B4 (de) * 2008-02-21 2021-03-18 Peca-Verbundtechnik Gmbh Mehrteilige Schalung zum Erstellen einer Arbeitsfuge
US20220235659A1 (en) * 2021-01-26 2022-07-28 China Mcc5 Group Corp. Ltd. Device and Method for Accurately Fixing Internal Waterstop in Lakebed Tunnel

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4437537C2 (de) * 1994-10-20 1999-06-17 Manfred Distler Bewehrung für den aufgekanteten Bereich von Großflächenelementedecken, Kragplatten oder Balkonplatten aus Beton
DE4442639A1 (de) * 1994-11-30 1996-06-13 Peca Verbundtechnik Schalungselement
DE19604766C1 (de) 1996-02-09 1997-09-04 Willibald Fischer Schalungselement
DE19605048C1 (de) * 1996-02-12 1997-05-15 Heinz Von Doellen Element für den wasserdichten Anschluß einer Betonwand an eine Bodenplatte aus Beton
DE19701986C2 (de) * 1996-02-12 1999-09-09 Doellen Element für den wasserdichten Anschluß einer Betonwand an eine Bodenplatte aus Beton
DE29606217U1 (de) * 1996-04-04 1997-08-07 Dausend, Hans-Werner, 42289 Wuppertal Fugenbandhalterung
DE10007067C2 (de) * 2000-02-16 2002-11-21 Heinz Von Doellen Am Vertikalstoß von Hohlwandabschnitten stoßüberbrückend ansetzbarer Dichtungsstreifen
DE202009005153U1 (de) 2009-08-18 2011-01-05 Peca-Verbundtechnik Gmbh Schalung für eine Aufkantung
DE202010008091U1 (de) 2010-07-16 2010-10-07 Peca-Verbundtechnik Gmbh Schalungselement für eine Aufkantung
DE202011050602U1 (de) 2011-07-01 2011-10-17 Peca Verbundtechnik Gmbh Schalungselement für eine Aufkantung
USD697634S1 (en) 2012-02-20 2014-01-14 Contech Engineered Solutions LLC Upper portion of a concrete bridge unit
USD694910S1 (en) 2012-04-03 2013-12-03 Contech Engineered Solutions LLC Upper portion of a concrete bridge unit
DE202014101564U1 (de) * 2014-04-02 2015-07-07 Stekox Gmbh Befestigungselement für ein Fugenabdichtungselement
CN104141321A (zh) * 2014-05-16 2014-11-12 中国建筑第四工程局有限公司 一种地下室侧壁后浇带封堵方法及所用的封堵钢板
DE202014010300U1 (de) * 2014-12-03 2015-03-11 Max Frank Gmbh & Co. Kg Schalungselement zum Erzeugen einer Arbeitsfuge in einem Betonteil
CN105926373B (zh) * 2016-05-09 2018-02-23 中铁十六局集团第二工程有限公司 一种高速铁路混凝土基床端部联排卡扣加固定位装置
DE102018124773A1 (de) * 2018-10-08 2020-04-09 Protektorwerk Florenz Maisch Gmbh & Co. Kg Ständerprofil
DE102019131748A1 (de) * 2019-11-25 2021-05-27 Max Frank Gmbh & Co Kg Verwendung eines Schalungselements zur Herstellung einer verlorenen Schalung zum Abschalen des Übergangs von einer Boden-/Deckenplatte zu einer Außenwand

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3730475A (en) * 1970-09-23 1973-05-01 L Werfel Form for casting concrete building foundation
US4186160A (en) * 1977-01-19 1980-01-29 Landreth George H Method and apparatus for forming building foundations
GB2163205A (en) * 1984-07-23 1986-02-19 William Graham Hitchins Building foundations
EP0341507A2 (fr) * 1988-05-09 1989-11-15 Peca-Verbundtechnik Gmbh Coffrage
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3730475A (en) * 1970-09-23 1973-05-01 L Werfel Form for casting concrete building foundation
US4186160A (en) * 1977-01-19 1980-01-29 Landreth George H Method and apparatus for forming building foundations
GB2163205A (en) * 1984-07-23 1986-02-19 William Graham Hitchins Building foundations
EP0341507A2 (fr) * 1988-05-09 1989-11-15 Peca-Verbundtechnik Gmbh Coffrage
DE9106363U1 (de) * 1990-05-25 1991-10-02 Tricosal GmbH, 7918 Illertissen Vorrichtung zur Befestigung eines Fugenbandes

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0647744A1 (fr) * 1993-10-08 1995-04-12 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Armature pour construction en béton au niveau d'un joint constructif
DE19500937A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Absperrelement
DE19500939A1 (de) * 1995-01-14 1996-07-25 Sven Obernolte Schalungselement
DE19500937C2 (de) * 1995-01-14 1998-10-01 Sven Obernolte Absperrelement
AT406396B (de) * 1995-01-14 2000-04-25 Obernolte Sven Schalungselement
WO1998003736A1 (fr) * 1996-07-17 1998-01-29 Monachino Mose Element de fondation, procedes de construction de structures prefabriquees comprenant ces elements et notamment de tunnels prefabriques, et structures prefabriquees obtenues a l'aide de ces procedes
AU717556B2 (en) * 1996-07-17 2000-03-30 Mose Monachino A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
US6367214B1 (en) 1996-07-17 2002-04-09 Mosé Monachino Foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
US6408581B2 (en) 1996-07-17 2002-06-25 MONACHINO MOSé Foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods
EP1582640A3 (fr) * 2004-03-28 2006-07-19 Stekox GmbH Joint d'étanchéité et support pour joints d'étanchéité
EP1627978A2 (fr) 2004-08-19 2006-02-22 FWR Solutions GmbH Élément de coffrage
EP1627978A3 (fr) * 2004-08-19 2006-05-03 FWR Solutions GmbH Élément de coffrage
EP1961881A2 (fr) 2007-02-26 2008-08-27 FWR Solutions GmbH Elément de coffrage
EP1964991A2 (fr) 2007-02-27 2008-09-03 FWR Solutions GmbH Fixation
EP2009183A1 (fr) * 2007-06-27 2008-12-31 Sven Obernolte Elément de coffrage
DE102009003459B4 (de) * 2008-02-21 2021-03-18 Peca-Verbundtechnik Gmbh Mehrteilige Schalung zum Erstellen einer Arbeitsfuge
DE202011001751U1 (de) * 2011-01-20 2012-04-25 Fwr Solutions Gmbh Schalung für den Betonbau
US8925282B2 (en) 2011-07-08 2015-01-06 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US8789337B2 (en) 2011-07-08 2014-07-29 Contech Engineered Solutions LLC Foundation system for bridges and other structures
US8523486B2 (en) 2012-02-06 2013-09-03 Contech Engineering Solutions LLC Concrete culvert assembly and related methods
US9970166B2 (en) 2012-02-06 2018-05-15 Contech Engineered Solutions LLC Concrete bridge system and related methods
US9695558B2 (en) 2012-12-13 2017-07-04 Contech Engineered Solutions LLC Foundation system for bridges and other structures
JP2014173229A (ja) * 2013-03-06 2014-09-22 Maeda Corp 壁部を有するコンクリート構造物の打ち継ぎ部構造
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung
US20220235659A1 (en) * 2021-01-26 2022-07-28 China Mcc5 Group Corp. Ltd. Device and Method for Accurately Fixing Internal Waterstop in Lakebed Tunnel
US12065931B2 (en) * 2021-01-26 2024-08-20 China Mcc5 Group Corp. Ltd. Device and method for accurately fixing internal waterstop in lakebed tunnel

Also Published As

Publication number Publication date
DE59302795D1 (de) 1996-07-11
ATE138996T1 (de) 1996-06-15
SG48100A1 (en) 1998-04-17
DE9206140U1 (de) 1993-09-09
EP0568799B1 (fr) 1996-06-05

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