DE502008000314D1 - An element - Google Patents

An element

Info

Publication number
DE502008000314D1
DE502008000314D1 DE502008000314T DE502008000314T DE502008000314D1 DE 502008000314 D1 DE502008000314 D1 DE 502008000314D1 DE 502008000314 T DE502008000314 T DE 502008000314T DE 502008000314 T DE502008000314 T DE 502008000314T DE 502008000314 D1 DE502008000314 D1 DE 502008000314D1
Authority
DE
Germany
Prior art keywords
bars
transverse bars
transverse
longitudinal
width
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.)
Active
Application number
DE502008000314T
Other languages
German (de)
Inventor
Sven Obernolte
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.)
Individual
Original Assignee
Individual
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=39619410&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=DE502008000314(D1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of DE502008000314D1 publication Critical patent/DE502008000314D1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/05—Forming boards or similar elements the form surface being of plastics
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Abstract

The formwork unit (10) has a grid mat (12) i.e. reinforcement mat, enclosed by a foil (18) i.e. shrinkage foil, where the grid mat includes longitudinal bars (14) and transverse bars (16, 16a-16e) that cross each other. The transverse bars include a flattened cross section, where a longer axis of the transverse bars is oriented at right angles to the longitudinal bars. The transverse bars arranged on a side of the longitudinal bars are different in the width. The longitudinal bars run vertically and the width of the transverse bars increases from the top to bottom.
DE502008000314T 2007-06-27 2008-06-04 An element Active DE502008000314D1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202007008976U DE202007008976U1 (en) 2007-06-27 2007-06-27 An element

Publications (1)

Publication Number Publication Date
DE502008000314D1 true DE502008000314D1 (en) 2010-03-04

Family

ID=39619410

Family Applications (2)

Application Number Title Priority Date Filing Date
DE202007008976U Expired - Lifetime DE202007008976U1 (en) 2007-06-27 2007-06-27 An element
DE502008000314T Active DE502008000314D1 (en) 2007-06-27 2008-06-04 An element

Family Applications Before (1)

Application Number Title Priority Date Filing Date
DE202007008976U Expired - Lifetime DE202007008976U1 (en) 2007-06-27 2007-06-27 An element

Country Status (4)

Country Link
EP (1) EP2009183B1 (en)
AT (1) ATE455211T1 (en)
DE (2) DE202007008976U1 (en)
DK (1) DK2009183T3 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015223112A1 (en) * 2015-11-23 2017-05-24 Mako Gmbh & Co. Kg Schalungstechnik An element

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59122628A (en) * 1982-12-27 1984-07-16 Toshiba Corp Mould for construction of outer wall of underground type building
NL8303866A (en) * 1983-11-10 1985-06-03 Grad Heinz Carl Ing LOST FORMWORK.
DE3815870C1 (en) 1988-05-09 1989-08-03 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE9206140U1 (en) * 1992-05-07 1993-09-09 Peca Verbundtechnik formwork

Also Published As

Publication number Publication date
DK2009183T3 (en) 2010-04-26
DE202007008976U1 (en) 2008-10-30
EP2009183B1 (en) 2010-01-13
ATE455211T1 (en) 2010-01-15
EP2009183A1 (en) 2008-12-31

Similar Documents

Publication Publication Date Title
MX337064B (en) Flexible grid and predominantly concrete mat employing same.
DK3381638T5 (en) IMPROVEMENTS IN OR IN RELATION TO A DESIGNER
MY168167A (en) Structure of building that is free of formwork removal
WO2011002762A3 (en) Carbon reinforced concrete
MY153498A (en) Half precast slab and method for structuring half precast slab
EA200800165A1 (en) UPPER SECTION OF WASTE
MX2019005058A (en) Erosion control mat system.
DE502008000314D1 (en) An element
JP2016505744A5 (en)
DE502007005565D1 (en) GRID STRUCTURE
DE602006016046D1 (en) Reformer with a certain ratio between the cross-sectional areas from inlet to outlet
WO2006089530A3 (en) Grid
NO20056159L (en) Lofting in process shelving
AR076452A1 (en) IMPROVED SIZE
DE502006005209D1 (en) FUNGICIDAL MIXTURES BASED ON TRIAZOLENE
DE602004000559D1 (en) Railing with crossed bars for scaffolding
FR2983499B1 (en) LATTICE ELEMENT FOR CONCRETE SLAB
TH2801C3 (en) Plastic concrete formwork with steel core
TH2801A3 (en) Plastic concrete formwork with steel core
RU2005110293A (en) WALL UNIT
SE0600148L (en) bUILDING UNIT
CN205259112U (en) High strength metal mesh
ES1055178Y (en) FENCE ELEMENT FOR WORKS AND SIMILAR
ATE514826T1 (en) STORAGE ELEMENT FOR REINFORCEMENT CONNECTING BAR
GR1006524B (en) Welding method and system of narrow strips made of reinforcing bars

Legal Events

Date Code Title Description
8363 Opposition against the patent