EP0126939A1 - Eléments de construction minces d'un matériau composite comportant un liant synthétique ou bitumineux - Google Patents

Eléments de construction minces d'un matériau composite comportant un liant synthétique ou bitumineux Download PDF

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Publication number
EP0126939A1
EP0126939A1 EP84104252A EP84104252A EP0126939A1 EP 0126939 A1 EP0126939 A1 EP 0126939A1 EP 84104252 A EP84104252 A EP 84104252A EP 84104252 A EP84104252 A EP 84104252A EP 0126939 A1 EP0126939 A1 EP 0126939A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
fittings according
reinforcing material
fittings
thin
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Withdrawn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
EP84104252A
Other languages
German (de)
English (en)
Inventor
Peter Gmür
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.)
Amrotex AG
Original Assignee
Amrotex AG
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 Amrotex AG filed Critical Amrotex AG
Publication of EP0126939A1 publication Critical patent/EP0126939A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
    • E04C2/22—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations

Definitions

  • Thin-shell molded parts made of fully or partially plastic or bitumen-bonded composite materials, e.g. unsaturated polyester, polymer concrete, bitumen-bound materials and the like for applications where a relatively high bending and / or tensile stress occurs, such as e.g. For large roof covers, profiles are generally profiled to increase the section modulus and thus the rigidity.
  • the present invention therefore relates to a thin-shell molded piece made of a plastic or bitumen-bonded composite material, in particular a profiled component for high loads, which is characterized in that it is cohesively connected to a reinforcing material at least in the area of the highest critical tensile stress.
  • the invention is of particular interest for profiled fittings, such as corrugated sheets and other profiled components, such as those used for e.g. Roofs are used where there is a large bending and / or tensile stress. This applies e.g. for increased individual loads when walking on the other hand, but also allows the spans to be increased within the permissible traffic loads.
  • the reinforcement according to the invention is also advantageous for flat plates.
  • the plastic- or bitumen-bonded material which for the sake of simplicity is called “carrier material” below, can consist of unreinforced binder, possibly enriched with fillers.
  • the carrier material preferably contains a fiber reinforcement made of inorganic and / or organic fibers, which can be uniformly distributed in the mass or can also be used in the form of woven fabrics, nonwovens, fiber strands, etc.
  • All natural, semi-synthetic and synthetic materials can be used as reinforcing materials.
  • the modulus of elasticity is decisive for the mode of action of the reinforcement material. If an increase in the breaking load is required, the modulus of elasticity of the reinforcement material must be greater than that of the carrier material. If only security against tampering is required, e.g. To reduce the risk of accidents, the modulus of elasticity of the reinforcing material can be smaller than that of the carrier material.
  • a combination of reinforcement materials with different modulus of elasticity can also be used. The following are considered as reinforcement materials: fabrics, scrims, braids, nets, nonwovens, threads, fiber strands, thread sheets etc. as well as sheets, plates, foils, coatings, wires, grids etc. made of glass, plastics, elastomers, metal, ceramic material etc.
  • the undersides of the troughs are the most stressed areas;
  • the reinforcement is therefore preferably in the direction of the wave trough on the underside thereof with the help of a continuous or interrupted strip, the width of which is determined by the cross section and the tensile strength of the reinforcing material and the nature of the carrier material, respectively. of the desired degree of reinforcement.
  • the reinforcement strip can be attached to the most tensile side on one or more wave troughs and / or wave crests on the same plate side.
  • the reinforcement can be distributed evenly over the entire surface, or e.g. in the form of horizontal and / or longitudinal stripes resp. of diagonal stripes that are applied at certain intervals to each other.
  • the reinforcing material is bonded to the carrier material with the aid of a suitable high-strength adhesive.
  • suitable adhesives are e.g. those based on commercially available reactive resins, e.g. Epoxy resins, unsaturated polyester resins, vinyl ester resins, polyurethanes, etc.
  • Suitable plastics can optionally also be melted directly onto the carrier or applied in solution.
  • the reinforcement material can be provided with an additional covering layer to protect the material against corrosion etc.
  • This cover layer can also be the adhesive and penetrate the reinforcement strip entirely.
  • the example is a polymer concrete corrugated sheet in the dimensions according to SIA standard 175 consisting of 6% PMMA resin, 70% quartz sand, 19% quartz powder, 5% silica smoke.
  • the plate was covered with a 7.5 cm wide strip of glass fiber fabric, warp 7.2 threads / cm, 2 x 136 tex, weft 5 x 1 thread / cm, 2 x 136 tex, tear strength approx. .86 kg / cm, by means of epoxy - "GRILONIT" adhesive (from Ems Chemie), firmly bonded to the lower areas of the troughs.
  • the invention is not limited to the exemplary embodiment mentioned above. Similar, continuous or discontinuous processes for applying the reinforcement elements and the adhesive lead to comparable results, provided that a material bond between the reinforcement and the carrier plate is ensured.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Laminated Bodies (AREA)
  • Processing And Handling Of Plastics And Other Materials For Molding In General (AREA)
  • Moulding By Coating Moulds (AREA)
  • Reinforced Plastic Materials (AREA)
EP84104252A 1983-04-21 1984-04-14 Eléments de construction minces d'un matériau composite comportant un liant synthétique ou bitumineux Withdrawn EP0126939A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH2164/83 1983-04-21
CH216483A CH663051A5 (de) 1983-04-21 1983-04-21 Duennschaliges formstueck aus kunststoff- oder bitumengebundenem verbundwerkstoff.

Publications (1)

Publication Number Publication Date
EP0126939A1 true EP0126939A1 (fr) 1984-12-05

Family

ID=4227371

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84104252A Withdrawn EP0126939A1 (fr) 1983-04-21 1984-04-14 Eléments de construction minces d'un matériau composite comportant un liant synthétique ou bitumineux

Country Status (3)

Country Link
EP (1) EP0126939A1 (fr)
JP (1) JPS6063144A (fr)
CH (1) CH663051A5 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0424707A1 (fr) * 1989-10-25 1991-05-02 Gutta-Werke Ag Panneau de construction
WO1997040240A1 (fr) * 1996-04-19 1997-10-30 Raymond George Owers Panneaux pour toitures

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2423128A1 (de) * 1973-05-14 1974-12-05 Villadsens Fab As Jens Gewellte deckplatte und verfahren zu deren herstellung
FR2275605A1 (fr) * 1974-06-19 1976-01-16 Francois Allard Element de construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2423128A1 (de) * 1973-05-14 1974-12-05 Villadsens Fab As Jens Gewellte deckplatte und verfahren zu deren herstellung
FR2275605A1 (fr) * 1974-06-19 1976-01-16 Francois Allard Element de construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0424707A1 (fr) * 1989-10-25 1991-05-02 Gutta-Werke Ag Panneau de construction
WO1997040240A1 (fr) * 1996-04-19 1997-10-30 Raymond George Owers Panneaux pour toitures

Also Published As

Publication number Publication date
JPS6063144A (ja) 1985-04-11
CH663051A5 (de) 1987-11-13

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

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AK Designated contracting states

Designated state(s): AT BE DE FR GB IT LU NL SE

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

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18D Application deemed to be withdrawn

Effective date: 19850806

RIN1 Information on inventor provided before grant (corrected)

Inventor name: GMUER, PETER