PT789116E - Shuttering element - Google Patents

Shuttering element Download PDF

Info

Publication number
PT789116E
PT789116E PT96120679T PT96120679T PT789116E PT 789116 E PT789116 E PT 789116E PT 96120679 T PT96120679 T PT 96120679T PT 96120679 T PT96120679 T PT 96120679T PT 789116 E PT789116 E PT 789116E
Authority
PT
Portugal
Prior art keywords
bars
shuttering element
distance
another
covering
Prior art date
Application number
PT96120679T
Other languages
Portuguese (pt)
Inventor
Willibald Fischer
Original Assignee
Willibald Fischer
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 Willibald Fischer filed Critical Willibald Fischer
Publication of PT789116E publication Critical patent/PT789116E/en

Links

Classifications

    • 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
    • E02D5/185—Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections
    • 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
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Bipolar Transistors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Saccharide Compounds (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Weting (AREA)
  • Element Separation (AREA)
  • Surgical Instruments (AREA)
  • Semiconductor Memories (AREA)

Abstract

The sacrificial shuttering element (1) is used in concrete construction, and has covering bars (2) which are roughly parallel to one another. Retaining equipment (3) is used to hold the bars at a distance (a) from one another which retains the concrete, and which is matched to the quality of the latter. The distance between the bars may be up to 30 mm, and preferably may be from 6 to 8 mm. The diameter (d) of the bars may be up to 12 mm, and preferably may be from 3 to 5 mm. The bars may be made from metal, and the retaining equipment may be in the form of at least one bar which is roughly perpendicular to the covering bars.
PT96120679T 1996-02-09 1996-12-20 Shuttering element PT789116E (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19604766A DE19604766C1 (en) 1996-02-09 1996-02-09 Formwork element

Publications (1)

Publication Number Publication Date
PT789116E true PT789116E (en) 2008-01-17

Family

ID=7784971

Family Applications (1)

Application Number Title Priority Date Filing Date
PT96120679T PT789116E (en) 1996-02-09 1996-12-20 Shuttering element

Country Status (6)

Country Link
EP (1) EP0789116B1 (en)
AT (1) ATE380911T1 (en)
DE (2) DE19604766C1 (en)
DK (1) DK0789116T3 (en)
ES (1) ES2299176T3 (en)
PT (1) PT789116E (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20304109U1 (en) 2003-03-14 2003-06-12 MSL Mathieu Schalungssysteme und Lufttechnische Komponenten GmbH, 66625 Nohfelden Waterstop shuttering arrangement has waterstop or joint strip held in pressure contact between upper cross elements of lower sections and lower cross elements of upper sections of shuttering
DE102004040274A1 (en) 2004-08-19 2006-02-23 Fwr Solutions Gmbh An element
EP1978159A1 (en) * 2007-04-04 2008-10-08 Bauer Spezialtiefbau GmbH Shuttering device for waterproofing joints in between moduls of foundation slots

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR567031A (en) * 1923-06-05 1924-02-23 Construction process for walls and partitions
CH191780A (en) * 1936-06-05 1937-07-15 Merz Hermann Component for the production of load-bearing masonry without formwork.
DE907581C (en) * 1951-12-13 1954-03-25 Georg Schwab Plaster support mat made of cane stalks or wooden rods and plaster supports joined together from such mats
AU481679B2 (en) * 1974-04-10 1975-10-16 Avi Alpenlandische Veredelungs-Industrie Gesellschaft M. B. H A reinforcing element for concrete
CH620272A5 (en) * 1977-04-25 1980-11-14 Jean Bernold Formwork and reinforcement grid
FR2616040B1 (en) * 1987-06-05 1990-04-20 Grimaud Freres Sa MESH CAGE BOTTOM
FR2625525A1 (en) * 1987-12-31 1989-07-07 Carlo Giuseppe Di Construction process for a swimming pool using reinforced concrete poured simultaneously to form the base, the walls and the surrounds without formwork left in, and the swimming pool thus obtained
DE9005482U1 (en) * 1990-05-14 1991-09-12 Fischer, Willibald, 8312 Dingolfing Formwork panel
DE4111062C1 (en) * 1991-04-05 1992-05-14 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE9206140U1 (en) * 1992-05-07 1993-09-09 Peca-Verbundtechnik Gmbh, 84130 Dingolfing formwork
DE9412584U1 (en) * 1994-08-04 1994-09-29 Fa. Walter Holzmann, 49196 Bad Laer Device for supporting a formwork board on masonry

Also Published As

Publication number Publication date
DE59611453D1 (en) 2008-01-24
EP0789116A1 (en) 1997-08-13
ES2299176T3 (en) 2008-05-16
EP0789116B1 (en) 2007-12-12
ATE380911T1 (en) 2007-12-15
DK0789116T3 (en) 2008-03-31
DE19604766C1 (en) 1997-09-04

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