EP0004294A1 - Toiture pour bâtiments, en particulier pour bâtiments industriels - Google Patents

Toiture pour bâtiments, en particulier pour bâtiments industriels Download PDF

Info

Publication number
EP0004294A1
EP0004294A1 EP79100579A EP79100579A EP0004294A1 EP 0004294 A1 EP0004294 A1 EP 0004294A1 EP 79100579 A EP79100579 A EP 79100579A EP 79100579 A EP79100579 A EP 79100579A EP 0004294 A1 EP0004294 A1 EP 0004294A1
Authority
EP
European Patent Office
Prior art keywords
filling
roof
trapezoidal sheets
skin
sheets
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Withdrawn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
EP79100579A
Other languages
German (de)
English (en)
Inventor
Werner Zackerts
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.)
RAG AG
Original Assignee
Ruhrkohle 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 Ruhrkohle AG filed Critical Ruhrkohle AG
Publication of EP0004294A1 publication Critical patent/EP0004294A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure
    • E04D13/1643Insulation of the roof covering characterised by its integration in the roof structure the roof structure being formed by load bearing corrugated sheets, e.g. profiled sheet metal roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure
    • E04D13/1668Insulation of the roof covering characterised by its integration in the roof structure the insulating material being masses or granules applied in situ

Definitions

  • the invention relates to a roof, in particular industrial roof, with a covering made of corrugated sheets, preferably trapezoidal sheets, which are covered on the outside with a thermal insulation layer and a skin made of bituminous sheets.
  • Such roofs are suitable for covering larger halls, e.g. Machine halls, warehouses or office buildings.
  • the trapezoidal sheets ensure the necessary strength due to the strength achieved by the beads, even with thinner material.
  • the thermal insulation layer is protected by its covering through the roof skin, which advantageously consists of bituminous roofing membranes.
  • the trapezoidal sheets can e.g. connected with rivets and thus secured.
  • a thermal insulation layer in the form of is usually first placed on the trapezoidal sheets individual sheets or prefabricated parts, for example made of polystyrene, applied. Then the skin is put on, which is composed of individual, eg bituminous, plastic sealing sheets; Finally, the whole thing is weighed down with a pile of gravel, so that the skin cannot stand out.
  • a prerequisite for such a structure is, however, that the roof has only a very slight or no slope. In the case of larger areas, additional iron or reinforced concrete beams must be used for stabilization.
  • the thermal insulation material and the sealing membrane do not lie on the entire surface, which is why such roofs are not considered to be storm-proof. The movement of the corrugated sheets can cause defects in the roof skin.
  • the poor fastening options for the thermal insulation elements and the roofing membranes also mean that the trapezoidal sheets can easily damage the insulation layer and the skin.
  • the invention seeks to remedy this.
  • the invention as characterized in the claims, solves the problem of designing a roof of the type described in such a way that it can be designed for prescribed wind suction loads with a simple construction made of flame-retardant or non-flammable materials.
  • the advantage that can be achieved by the invention is that, through the filling of the beads of the trapezoidal sheets and the arrangement of the thermal insulation layer and the skin on the filling, the point connection with the filling and / or the trapezoidal sheets, a full-surface support for the thermal insulation layer and the roof skin is obtained and the mere absorption of considerably larger wind suction loads is thereby achieved; in addition, a composite effect of the load-bearing filling material with the metal sheets is achieved, the webs of trapezoidal sheets against damage, for example from bulges backs up. Since such mechanical types can be used as point connections, they in turn prevent damage to the roof.
  • the fillings can be parts of a continuous support and advantageously consist of lightweight cellar concrete with a bulk density of approx. 1,000 kp / m 3.
  • the non-combustible lightweight cellar concrete also has a heat-insulating effect, so that, if necessary, the cell lightweight - The layer of heat insulation material to be applied can be reduced accordingly.
  • the costs caused by the lightweight cellular concrete can be at least partially offset by this.
  • Cell lightweight concrete is self-sufficient to the extent that, despite the additional stress caused by the trapezoidal sheets, further substructures are generally not required.
  • the load-bearing capacity can be increased by reinforcement made of cellular lightweight concrete, which also considerably reduces the vibrations that otherwise occur in such roofs.
  • Trapezoidal sheet metal ribs which are perforated in the webs and mounted diagonally - as reinforcement on the trapezoidal sheets, are often less complex, but statistically sufficient.
  • other hollow profiles arranged crosswise or diagonally which can also be arranged in reverse, are also possible. When laid crosswise, a grid is created in the concrete so that the sheets can be subjected to considerably higher loads.
  • the ribs are light, so that the advantage achieved with the composite effect is not canceled out by an additional weight load.
  • Trapezoidal sheet metal ribs can be 40 mm high, for example.
  • the ribs can be installed at 45 °.
  • the connection of the Wär medämmimplantation and the roof skin can be easily achieved by gas concrete nails and washers.
  • the beads can be filled more easily with lightweight cellular concrete if they point upwards in the diagonally arranged sheet metal ribs. Ribs laid diagonally over trapezoidal sheets with inward-facing beads can also be easily filled.
  • the layer can be 40 mm thick when using lightweight cellular concrete; it then also forms a sufficient abutment for receiving the gas concrete nails or dowels with which the thermal insulation layer and the roof skin are mechanically connected.
  • the sheets show little deflection because they have better stability due to the composite effect of the diagonally laid sheets. Bumps or other damage to the sheet metal are practically impossible with supports made of lightweight cellular concrete. You can also create sloping roofs according to this principle, whereby the support, especially if it consists of lightweight cellular concrete, can also be used for thermal insulation and for fastening additional sealing agents. A particular advantage of such a roof is that it is considered storm-proof.
  • the beads 3 projecting inward are provided with a filling 2 consisting of lightweight cellular concrete.
  • the top of the concrete also serves as a full-surface support for the thermal insulation elements 5 to be laid on the sheets.
  • a roof skin made of plastic sealing sheets 6 is applied to the thermal insulation elements 5 laid; first, the thermal insulation elements 5 and the plastic sealing membrane 6 are loosely laid. Only then are both mechanically connected to the trapezoidal sheets 1 using commercially available holders 16 and screws 9. Leaks at the connection point are avoided by the following sealing film 15, which is welded to the plastic sealing membrane 6.
  • the gravel also acts as a reflective layer.
  • Fig. 1 in this embodiment, only the inwardly facing beads 3 to their upper edge, ie filled up to the height of the beads 4 pointing outwards.
  • the outward-facing bead 4 and the surface of the lightweight cellular concrete 2 then form a continuous surface onto which the thermal insulation elements 5 are applied simply and lying flat and fastened with holders 16 and screws 9 and washers 8. This avoids cavities.
  • FIG. 2 shows a roof reinforced by reinforcement with a continuous support connecting the fillings 2.
  • a trapezoidal sheet 10 laid with the bead 11 upwards serves as reinforcement.
  • This trapezoidal sheet 10 has bores 14 in the webs 12, so that the foam concrete can flow well into the free spaces.
  • FIG. 3 makes it clear how the trapezoidal sheets 10 are laid diagonally over the trapezoidal sheets 1, so that a net which substantially strengthens the overall construction is created.
  • the e.g. 40 mm high trapezoidal sheet metal ribs 10 which have 12 holes 14 in the webs, mounted at 45 ° on the trapezoidal sheet metal 1, after which the entire construction is then filled with lightweight cellular concrete 2, with a bulk density of approx. 1,000 kp / m ' .
  • thermal insulation elements 5 or only the plastic sealing sheets 6 are loosely placed and mechanically fastened in the concrete with dowels or gas concrete nails 7, barbs 17 and washers 8. *
  • FIG. 4 shows a so-called inverted roof, the plastic sealing membrane 6 being placed directly on the lightweight cellular concrete 2 and the beads 4.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
EP79100579A 1978-03-22 1979-02-26 Toiture pour bâtiments, en particulier pour bâtiments industriels Withdrawn EP0004294A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19782812450 DE2812450A1 (de) 1978-03-22 1978-03-22 Dach fuer gebaeude, insbesondere fuer industrielle bauten
DE2812450 1978-03-22

Publications (1)

Publication Number Publication Date
EP0004294A1 true EP0004294A1 (fr) 1979-10-03

Family

ID=6035128

Family Applications (1)

Application Number Title Priority Date Filing Date
EP79100579A Withdrawn EP0004294A1 (fr) 1978-03-22 1979-02-26 Toiture pour bâtiments, en particulier pour bâtiments industriels

Country Status (2)

Country Link
EP (1) EP0004294A1 (fr)
DE (1) DE2812450A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0187356A2 (fr) * 1985-01-08 1986-07-16 Deutsche Pittsburgh Corning GmbH Elément de toiture à amortissement élevé du bruit

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3004615C2 (de) * 1980-02-08 1986-03-13 Hoesch Ag, 4600 Dortmund Stahlleichtdach
US4389826A (en) * 1980-09-02 1983-06-28 Kelly Thomas L Plate bonded system on top of rubber and method of preparing same
US4736560A (en) * 1986-12-01 1988-04-12 Engineered Construction Components (America) Peel rivet
WO2005075758A1 (fr) * 2004-02-06 2005-08-18 Corus Bausysteme Gmbh Procede permettant d'isoler un toit de toute penetration et/ou emanation acoustique
DE102015013086A1 (de) 2015-10-01 2017-04-06 Jutta Regina Giller Attika für Gebäude

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3208189A (en) * 1960-08-15 1965-09-28 Inland Steel Products Company Side lap vapor vent
DE2162386A1 (de) * 1971-12-16 1973-06-20 Akzo Gmbh Verfahren zum eindecken von flachdaechern
US3866372A (en) * 1973-06-18 1975-02-18 Dynamit Nobel Ag Mounting element and method for a loosely laid synthetic resin film and roof construction containing same
DE2501668A1 (de) * 1975-01-17 1976-07-22 Kurt Hofmeister Einrichtung zur sturmsicherung von auf metall-trapezdachflaechen verlegten daemmplatten und der darueberliegenden dachhaut
DE2553741A1 (de) * 1975-11-29 1977-06-02 Peter Dipl Kfm Reck Sickenfueller fuer trapezbleche zur versteifung und sicken0berbrueckung

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3208189A (en) * 1960-08-15 1965-09-28 Inland Steel Products Company Side lap vapor vent
DE2162386A1 (de) * 1971-12-16 1973-06-20 Akzo Gmbh Verfahren zum eindecken von flachdaechern
US3866372A (en) * 1973-06-18 1975-02-18 Dynamit Nobel Ag Mounting element and method for a loosely laid synthetic resin film and roof construction containing same
DE2501668A1 (de) * 1975-01-17 1976-07-22 Kurt Hofmeister Einrichtung zur sturmsicherung von auf metall-trapezdachflaechen verlegten daemmplatten und der darueberliegenden dachhaut
DE2553741A1 (de) * 1975-11-29 1977-06-02 Peter Dipl Kfm Reck Sickenfueller fuer trapezbleche zur versteifung und sicken0berbrueckung

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0187356A2 (fr) * 1985-01-08 1986-07-16 Deutsche Pittsburgh Corning GmbH Elément de toiture à amortissement élevé du bruit
EP0187356A3 (fr) * 1985-01-08 1986-10-08 Deutsche Pittsburgh Corning GmbH Elément de toiture à amortissement élevé du bruit

Also Published As

Publication number Publication date
DE2812450A1 (de) 1979-09-27

Similar Documents

Publication Publication Date Title
WO1994000650A1 (fr) Element de toiture
EP0077872B1 (fr) Dispositif de recouvrement
EP1728928A2 (fr) Barrage mobile contre les crues
DE1658861A1 (de) Verbindung vorfabrizierter Stahlbetonbauteile
KR870001888B1 (ko) 조립식 건축물
EP0004294A1 (fr) Toiture pour bâtiments, en particulier pour bâtiments industriels
DE3419658A1 (de) Flachdach
DE602005000344T2 (de) Verfahren zur Herstellung eines wärmegedämmten Dachs, und wärmegedämmtes Dach
DE2721799A1 (de) Sparrenloses gebaeude bzw. sparrenloser teil eines gebaeudes
AT238908B (de) Bauweise mit schachbrettartig versetzten, mindestens geschoßhohen Tragelementen
DE4416027A1 (de) Leichtbauplatte
DE4217934A1 (de) Armiertes Leichtbauelement
AT238906B (de) Lichtband für Hallendächer
AT509378B1 (de) Gebäude
DE4419135C2 (de) Flachdacheindeckung aus Kunststoffplatten
DE2059976A1 (de) Grundwasserisolation ohne Verwendung einer als Isolationstraeger dienenden Betonwanne
DE1709352A1 (de) Quadratisches, plattenartiges bauelement mit nach aussen kuppelfoermiger woelbung
DE4430505C2 (de) Punktgestützte Stahlbetondecke aus Fertigplatten mit statisch mitwirkender Ortbetonschicht und Verfahren zur Errichtung derselben
DE2727495A1 (de) Raeumliches dachelement
DE1784660C3 (de) Dachunterspannbahn
DE10038326A1 (de) Dachgeschoß für ein Gebäude
DE2700903C3 (de) Dachkonstruktion für Gebäude
DE3313638A1 (de) Gebaeudeverkleidung
DE3441837A1 (de) Vorgefertigte baukonstruktion
DE10241865A1 (de) Perimeter-Frostschürze und deren Verfahren zur Anwendung

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

Designated state(s): CH DE FR GB NL SE

17P Request for examination filed
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: 19810716

RIN1 Information on inventor provided before grant (corrected)

Inventor name: ZACKERTS, WERNER