DE20002741U1 - Formwork element - Google Patents

Formwork element

Info

Publication number
DE20002741U1
DE20002741U1 DE20002741U DE20002741U DE20002741U1 DE 20002741 U1 DE20002741 U1 DE 20002741U1 DE 20002741 U DE20002741 U DE 20002741U DE 20002741 U DE20002741 U DE 20002741U DE 20002741 U1 DE20002741 U1 DE 20002741U1
Authority
DE
Germany
Prior art keywords
support plate
formwork element
strength support
element according
formwork
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 - Lifetime
Application number
DE20002741U
Other languages
German (de)
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.)
HUMMEL GmbH
Original Assignee
HUMMEL GmbH
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 HUMMEL GmbH filed Critical HUMMEL GmbH
Priority to DE20002741U priority Critical patent/DE20002741U1/en
Publication of DE20002741U1 publication Critical patent/DE20002741U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (6)

1. Schalungselement als Deckenrandschalung oder Ring­ balkenschalung mit einer aus wärmeisolierendem Werk­ stoff bestehenden Deckenrandplatte (2) und einer zement­ gebundenen Hochfestigkeitsstützplatte (3), dadurch ge­ kennzeichnet, daß in der Hochfestigkeitsstützplatte (3) eine Vielzahl von die Hochfestigkeitsstützplatte (3) durch­ querenden Löchern (4) vorgesehen sind.1. Formwork element as ceiling edge formwork or ring beam formwork with a heat-insulating material existing ceiling edge plate (2) and a cement-bound high-strength support plate (3), characterized in that in the high-strength support plate (3) a variety of high-strength support plate (3) through transverse holes (4) are provided. 2. Schalungselement nach Anspruch 1, dadurch gekenn­ zeichnet, daß über die Breite der Hochfestigkeitsstütz­ platte (3) gesehen mehrere Lochreihen vorgesehen sind.2. Formwork element according to claim 1, characterized records that across the width of the high strength support  plate (3) seen several rows of holes are provided. 3. Schalungselement nach Anspruch 2, dadurch gekenn­ zeichnet, daß die Lochreihen im Abstand von der freien Kante der Hochfestigkeitsstützplatte (3) angeordnet sind.3. Formwork element according to claim 2, characterized records that the rows of holes at a distance from the free Edge of the high-strength support plate (3) are arranged. 4. Schalungselement nach einem der vorhergehenden An­ sprüche, dadurch gekennzeichnet, daß als Werkstoff für die Deckenrandplatte (2) Polystyrol eingesetzt wird.4. Formwork element according to one of the preceding An sayings, characterized in that as a material for the ceiling edge plate (2) polystyrene is used. 5. Schalungselement nach einem der vorhergehenden An­ sprüche 1 bis 3, dadurch gekennzeichnet, daß als Werk­ stoff für die Deckenrandplatte (2) Heraklith eingesetzt wird.5. Formwork element according to one of the preceding An Proverbs 1 to 3, characterized in that as a work fabric for the ceiling edge panel (2) Heraklith is used. 6. Schalungselement nach einem der vorhergehenden An­ sprüche, dadurch gekennzeichnet, daß als Werkstoff für die Hochfestigkeitsstützplatte (3) ein Faserzement einge­ setzt wird.6. Formwork element according to one of the preceding An sayings, characterized in that as a material for the high-strength support plate (3) inserted a fiber cement is set.
DE20002741U 2000-02-16 2000-02-16 Formwork element Expired - Lifetime DE20002741U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20002741U DE20002741U1 (en) 2000-02-16 2000-02-16 Formwork element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20002741U DE20002741U1 (en) 2000-02-16 2000-02-16 Formwork element

Publications (1)

Publication Number Publication Date
DE20002741U1 true DE20002741U1 (en) 2000-06-15

Family

ID=7937375

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20002741U Expired - Lifetime DE20002741U1 (en) 2000-02-16 2000-02-16 Formwork element

Country Status (1)

Country Link
DE (1) DE20002741U1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100476107C (en) * 2003-10-27 2009-04-08 邱则有 Permanent formwork for concrete filling
CN100501047C (en) * 2003-10-27 2009-06-17 邱则有 Permanent formwork for concrete filling
CN100516408C (en) * 2003-09-15 2009-07-22 邱则有 Light form element used for cast-in-place concrete
CN100516401C (en) * 2003-08-04 2009-07-22 邱则有 Cavity form constructural member for cast-in-place concrete
CN100588791C (en) * 2005-07-21 2010-02-10 邱则有 A kind of lightweight permanent blank shell
DE102020112023A1 (en) 2020-05-05 2021-11-11 Holzmann Gmbh & Co. Kg Slab edge formwork element

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100516401C (en) * 2003-08-04 2009-07-22 邱则有 Cavity form constructural member for cast-in-place concrete
CN100516408C (en) * 2003-09-15 2009-07-22 邱则有 Light form element used for cast-in-place concrete
CN100476107C (en) * 2003-10-27 2009-04-08 邱则有 Permanent formwork for concrete filling
CN100501047C (en) * 2003-10-27 2009-06-17 邱则有 Permanent formwork for concrete filling
CN100588791C (en) * 2005-07-21 2010-02-10 邱则有 A kind of lightweight permanent blank shell
DE102020112023A1 (en) 2020-05-05 2021-11-11 Holzmann Gmbh & Co. Kg Slab edge formwork element
DE102020112023B4 (en) 2020-05-05 2022-06-09 Holzmann Gmbh & Co. Kg Slab edge formwork element

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20000720

R156 Lapse of ip right after 3 years

Effective date: 20030829

R082 Change of representative

Representative=s name: PATENTANWAELTE OLBRICHT, BUCHHOLD, KEULERTZ PA, DE