DE8125131U1 - "GFBE CEILING ANGLE" (FIBERGLASS CONCRETE ELEMENT CEILING ANGLE) - Google Patents
"GFBE CEILING ANGLE" (FIBERGLASS CONCRETE ELEMENT CEILING ANGLE)Info
- Publication number
- DE8125131U1 DE8125131U1 DE19818125131U DE8125131U DE8125131U1 DE 8125131 U1 DE8125131 U1 DE 8125131U1 DE 19818125131 U DE19818125131 U DE 19818125131U DE 8125131 U DE8125131 U DE 8125131U DE 8125131 U1 DE8125131 U1 DE 8125131U1
- Authority
- DE
- Germany
- Prior art keywords
- gfbe
- ceiling angle
- concrete element
- ceiling
- ceiling bracket
- 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.)
- Expired
Links
- 239000004567 concrete Substances 0.000 title description 4
- 239000011152 fibreglass Substances 0.000 title description 2
- 239000006260 foam Substances 0.000 claims description 2
- 239000011211 glass fiber reinforced concrete Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 8
- 238000009415 formwork Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 239000011505 plaster Substances 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Classifications
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- 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
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Anton Bauer
Neubergstr. 26
NeckarsulmAnton Bauer
Neubergstrasse 26th
Neckarsulm
Beschreibung Bl. 1Description page 1
"GFBE-DECKENWINKEL""GFBE CEILING ANGLE"
OberbegriffGeneric term
Grundlagen: Die Schalarbeiten stellen für den Rohbau mit die größte Kostenbelastung dar. Werden während des Bauablaufs die Einsatzmöglichkeiten von verlorenen Schalungen verwendet, kann ein hoher Beitrag zur Rationalisierung des Bauablaufs im Sinne einer Kostendämpfung und von Zeitgewinn erzielt werden.Basics: The shuttering work is one of the largest costs for the shell construction. Will be carried out during the construction process the possible uses of permanent formwork can make a major contribution to streamlining the construction process can be achieved in terms of cost containment and time savings.
Es werden folgende Kostendämpfungsgrundlagen erfüllt: 2,5 Lohnminuten pro lfm, gegenüber 18 Lohnminuten bei bisheriger Schalungsart, entspricht einer Zeitverbesserung von 86 %. The following cost-containment principles are met: 2.5 wage minutes per running meter, compared to 18 wage minutes with the previous formwork type, corresponds to a time improvement of 86 %.
Verlorene Schalungen verbleiben nach dem Betonieren im Bauteil. Die Gründe für die Wahl der verlorenen Schalungen sind vielseitig:Lost formwork remains in the component after concreting. The reasons for choosing lost formwork are versatile:
Hohe Anforderungen an die Oberflächenbeschaffenheit des Bauteils.High demands on the surface quality of the component.
Vermeiden von Schwierigkeiten beim Entschalen.Avoiding difficulties with demoulding.
Mangelnder Platz für die Baustelleneinrichtung.Insufficient space for the construction site equipment.
Zeitersparnis bei der Herstellung des Bauteils.Time savings in the manufacture of the component.
Erleichterung für das Aufstellen des Bauzeitenplans.Relief for drawing up the construction schedule.
Rationalisierung des Bauablaufs.Rationalization of the construction process.
Vorfertigung eines Wärmedämmsystems für das Bauteil.Prefabrication of a thermal insulation system for the component.
Verbesserung der Erhärtungsbedingungen für den in die verlorene Schalung eingebrachten Beton.Improvement of the hardening conditions for the concrete placed in the permanent formwork.
Anforderungen:Requirements:
Der GFBE-Deckenwinkel muß als verlorene Schalung eine gute Putzhafteigenschaft vorweisen, eine entscheident verbesserte k-Wert Situation im Außenwand-Deckenbereich ermöglichen, und durch einen hohen Gleit- und Abscherwiderstand in Belastungsache gekennzeichnet sein. Für die Erfüllung der o.g. Anforderungen wi5.'d als Putzträger eine Schichtleichtbauplatte und als Isolierschicht eine Hartschaumplatte ( = O,Oif W/mK) verwendet. Die Erhöhung des Gleit- und Scherwiderstandes wird durch die Anordnung von Längsrillen in der Winkelauflagefläche und durch Senkbohrungen bzw. Senklöcher durch den Winkelfuß erreicht.The GFBE ceiling bracket must be a good permanent formwork Demonstrate plastering properties, enable a significantly improved k-value situation in the outer wall-ceiling area, and be characterized by a high sliding and shearing resistance in terms of load. For the fulfillment of the above Requirements wi5.'d a layered lightweight construction board as a plaster base and a rigid foam board as an insulating layer (= O, Oif W / mK) used. The increase in sliding and shear resistance is achieved through the arrangement of longitudinal grooves in the angle support surface and achieved by countersunk holes or countersunk holes through the angled foot.
"- Be Schreibung·-BIv 2 -"- Description · -BIv 2 -
Anton Bauer
Neubergstr· 26
NeckarsulmAnton Bauer
Neubergstrasse 26
Neckarsulm
Beschreibung Bl. 2
„GFBEcDECKENWINKEL" OberbegriffDescription page 2
"GFBEcDECKENWINKEL" generic term
Gründe zur Verwendung:Reasons to use:
Vermeidung von Schwierigkeiten beim Ein- und Entschalen, keine Reinigungs-, Reparatur- und Transportkosten für abgerüstetes Schalmaterial» Zeitersparnis bsi der Erstellung von Gebäudedecken und Rationalisierung des Bauablaufs« Gute Putzhafteigenschaften und wesentlich bessere k-Wert-Erzielung der gebäudlichen Außenwände im Deckenbereich· Avoidance of difficulties with shuttering and demoulding, no cleaning, repair and transport costs for dismantled formwork material »time savings in the creation of building ceilings and rationalization of the construction process« Good plaster adhesion properties and significantly better k-value attainment of the building's exterior walls in the ceiling area
Die eigentliche Winkelsehalung wird aus Glasfaserbeton erstellt, so daß sich eine stabilisierende Baustahl-Bewehrung erübrigt» Durch die dreidimensionale Anordnung der Glasfasern im Glasfaserbeton können aufgrund der hohen Druck-Zug- u« Biegezugbeanspruchbarkelt die resultierenden Kräfte des Deckenfrischbetons aufgenommen und abgeleitet werden.The actual angle bracket is made of fiberglass concrete created so that stabilizing structural steel reinforcement is unnecessary »Thanks to the three-dimensional arrangement of the Glass fibers in glass fiber reinforced concrete can be the resultant due to the high compressive, tensile and flexural strengths Forces of the fresh concrete ceiling can be absorbed and diverted.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19818125131U DE8125131U1 (en) | 1981-08-28 | 1981-08-28 | "GFBE CEILING ANGLE" (FIBERGLASS CONCRETE ELEMENT CEILING ANGLE) |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19818125131U DE8125131U1 (en) | 1981-08-28 | 1981-08-28 | "GFBE CEILING ANGLE" (FIBERGLASS CONCRETE ELEMENT CEILING ANGLE) |
Publications (1)
Publication Number | Publication Date |
---|---|
DE8125131U1 true DE8125131U1 (en) | 1982-04-22 |
Family
ID=6730730
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19818125131U Expired DE8125131U1 (en) | 1981-08-28 | 1981-08-28 | "GFBE CEILING ANGLE" (FIBERGLASS CONCRETE ELEMENT CEILING ANGLE) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE8125131U1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9400337U1 (en) * | 1994-01-11 | 1994-02-24 | Eberle, Bernd, 72661 Grafenberg | Slab edge formwork element |
DE102022100514A1 (en) | 2022-01-11 | 2023-07-13 | Glatthaar Management GmbH | Formwork element for forming permanent formwork for concreting a foundation of a building, and method for producing a concrete foundation of a building |
-
1981
- 1981-08-28 DE DE19818125131U patent/DE8125131U1/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9400337U1 (en) * | 1994-01-11 | 1994-02-24 | Eberle, Bernd, 72661 Grafenberg | Slab edge formwork element |
DE102022100514A1 (en) | 2022-01-11 | 2023-07-13 | Glatthaar Management GmbH | Formwork element for forming permanent formwork for concreting a foundation of a building, and method for producing a concrete foundation of a building |
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