DE2946047B1 - Permanent formwork for the edges of the concrete slab - Google Patents
Permanent formwork for the edges of the concrete slabInfo
- Publication number
- DE2946047B1 DE2946047B1 DE19792946047 DE2946047A DE2946047B1 DE 2946047 B1 DE2946047 B1 DE 2946047B1 DE 19792946047 DE19792946047 DE 19792946047 DE 2946047 A DE2946047 A DE 2946047A DE 2946047 B1 DE2946047 B1 DE 2946047B1
- Authority
- DE
- Germany
- Prior art keywords
- shaped end
- lightweight
- panel
- end piece
- holding component
- 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.)
- Ceased
Links
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
-
- 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
-
- 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
- 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
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Die Erfindung betrifft eine bleibende Verschalung für Betondeckenränder.The invention relates to permanent formwork for Concrete slab edges.
Es ist bekannt, einen Steinkranz auf dem Rand des Außenmauerwerks aufzumauern. Abgesehen von dem verhältnismäßig hohen Aufwand hierfür, wird dadurch auch die Auflagefläche der Betondecke auf dem Außenmauerwerk verkleinert Außerdem muß der Mörtel, mit dem der Steinkranz hergestellt worden ist vor dem Gießen der Decke abbinden, damit der Betonmörtel beim Gießen der Decke nicht an irgendeiner Stelle ausbrechen kann.It is known to build a stone wreath on the edge of the outer masonry. Except for the relatively high effort for this, the bearing surface of the concrete ceiling on the Outside masonry reduced In addition, the mortar with which the stone wreath was made must be used Set before pouring the ceiling so that the concrete mortar does not stick when pouring the ceiling can break out at any point.
Der Erfindung liegt die Aufgabe zugrunde, eine schnell montierbare bleibende Verschalung für Betondeckenränder zu schaffen, bei der die Verkleinerung der Auflagenfläche der Betondecke auf dem Außenmauerwerk verhältnismäßig gering gehalten werden kann.The invention is based on the object of providing a permanent formwork for concrete ceiling edges that can be quickly installed to create in which the reduction of the contact surface of the concrete ceiling on the outer masonry can be kept relatively low.
Diese Aufgabe wird erfindlungsgemäß durch die im kennzeichnenden Teil des Anspruchs 1 angegebenen Merkmale gelöstThis object is achieved according to the invention by those specified in the characterizing part of claim 1 Features solved
Die Leichtbauplatte kam* dünn ausgebildet werden, so daß die Auflagefläche für die Betondecke dement- eo sprechend geringfügig verkleinert wird. Die erfindungsgemäße Verschalung ist — verglichen mit dem Aufwand für das Mauern eines Steinkranzes — rasch herzustellen. Die Leichtbauplatten können so gewählt werden, daß sie zugleich als Putzträger geeignet sind.The lightweight board came * to be made thin, so that the support surface for the concrete ceiling was dement- eo speaking is reduced slightly. The inventive The cladding is quick to produce compared to the cost of building a stone wreath. The lightweight panels can be chosen so that they are also suitable as a plaster base.
Weitere zweckmäßige Ausgestaltungen der Erfindung sind Gegenstand der Ansprüche 2 und 3.Further expedient refinements of the invention are the subject matter of claims 2 and 3.
Ausführungsbeispiele der Erfindung sind in der Zeichnung dargestellt Es zeigtEmbodiments of the invention are shown in the drawing. It shows
Fig. 1 einen Schnitt durch eine erfindungsgemäße Verschalung und1 shows a section through a shuttering according to the invention and
Fig.2 in Draufsicht zwei Ausführungsbeispiele der Befestigung derselben.Fig.2 shows two embodiments of the top view Attachment of the same.
Die Verschalung gemäß der Zeichnung besteht aus einem unteren Haltebauteil 1 und einem oberen Haltebauteil 2, die einander zugekehrte U-förmige Endstücke 3,4 aufweisen, von denen eine Leichtbauplatte 5 erfaßt wird, die sowohl die Ringsumverschalung für eine Betondecke 6 bildet als auch als Putzträger dient Der den unteren Rand der Leichtbauplatte 5 erfassende Haltebauteil 1 weist in einem langen Befestigungsschenkel 7 mehrere Bohrungen 8 auf, und der den oberen Rand der Leichtbauplatte 5 erfassende Haltebauteil 2 weist in einem Befestigungsschenkel 9 Bohrungen 10 auf, so daß die Haltebauteile 1, 2 auf einem Außenmauerwerk 11 mit Nägeln 12, Schrauben oder anderen Mitteln befestigt werden können.The casing according to the drawing consists of a lower holding component 1 and an upper one Holding component 2, which have mutually facing U-shaped end pieces 3, 4, one of which is a lightweight panel 5 is detected, which forms both the encircling formwork for a concrete ceiling 6 and also serves as a plaster base The holding component 1 grasping the lower edge of the lightweight construction panel 5 has a long fastening leg 7 several bores 8, and the holding component 2 which grips the upper edge of the lightweight construction panel 5 has in a fastening leg 9 holes 10 so that the holding components 1, 2 on a External masonry 11 can be attached with nails 12, screws or other means.
Der cbere Haltebauteil 2 ist mehrmals so gebogen, daß der Steg seines U-förmigen Endstücks 4 vom Steg des U-förmigen Endstücks 3 des unteren Haltebauteils 1 einen der Höhe der Leichtbauplatte 5 entsprechenden Abstand hat Das U-förmige Endstück 3 des unteren Haltebauteils 1 wird gebildet durch einen kurzen, rechtwinklig abgebogenen Flansch 13 und einen dazu parallel in einem der Dicke der Leichtbauplatte 5 entsprechenden Abstand auf den langen Befestigungsschenkel 7 aufgeschweißten Flansch 14. The cbere holding component 2 is bent several times so that the web of its U-shaped end piece 4 from the web of the U-shaped end piece 3 of the lower holding component 1 one of the height of the lightweight panel 5 corresponding The U-shaped end piece 3 of the lower holding component 1 is formed by a short, At right angles bent flange 13 and one parallel to it in one of the thickness of the lightweight panel 5 corresponding distance to the flange 14 welded onto the long fastening leg 7.
Beim Aufbau der Verschalung werden zunächst die unteren Haltebauteile 1 in einem Abstand a (siehe F i g. 2) entsprechend den statischen Bedingungen auf dem Außenmauerwerk U befestigt Dann werden die auf entsprechende Höhe geschnittenen Leichtbauplatten 5 in die U-fömigen Endstücke 3 der unteren Haltebauteile 1 eingestellt und die oberen Haltebauteile 2 so aufgesetzt daß sie entweder gemeinsam mit den unteren Haltebauteilen 1 befestigt werden, also übereinanderliegend, wie in F i g. t und im unteren Teil der Fig.2 dargestellt oder neben den unteren Haltebauteilen 1 befestigt werden, wie im oberen Teil der Fig.2 dargestellt. Da die Haltebauteile 1, 2 aus Flacheisen bestehen, ist bei Bedarf ein Nachrichten derselben leicht möglich, und zwar besonders an einem schrägen Verbindungsstück 15 zwischen dem U-förmigen Endstück 4 und dem Befestigungsschenkel 9 des oberen Haltebauteils 2. Die Haltebauteile 1,2 werden in die Betondecke 6 eingegossen. Da sie praktisch aus Abfall-Blechstreifen hergestellt werden können, stellen sie keinen nennenswerten Materialverlust dar und dienen gleichzeitig als Verankerung der Leichtbauplatte. When setting up the formwork, the lower retaining components 1 are first attached to the outer masonry U at a distance a (see FIG. 2) according to the static conditions 1 is set and the upper holding components 2 are placed in such a way that they are either fastened together with the lower holding components 1, that is to say lying one above the other, as in FIG. t and shown in the lower part of Figure 2 or attached next to the lower holding components 1, as shown in the upper part of Figure 2. Since the holding components 1, 2 are made of flat iron, they can easily be communicated if necessary, especially at an inclined connecting piece 15 between the U-shaped end piece 4 and the fastening leg 9 of the upper holding component 2. The holding components 1, 2 are in the concrete ceiling 6 poured. Since they can practically be made from scrap metal strips, they do not represent any significant loss of material and at the same time serve as anchoring for the lightweight construction panel.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19792946047 DE2946047B1 (en) | 1979-11-15 | 1979-11-15 | Permanent formwork for the edges of the concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19792946047 DE2946047B1 (en) | 1979-11-15 | 1979-11-15 | Permanent formwork for the edges of the concrete slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE2946047B1 true DE2946047B1 (en) | 1980-10-30 |
Family
ID=6086002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE19792946047 Ceased DE2946047B1 (en) | 1979-11-15 | 1979-11-15 | Permanent formwork for the edges of the concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE2946047B1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4406820A1 (en) * | 1994-03-02 | 1995-09-14 | K Heinz Prof Dr Ing Weber | Cover for ceiling edge |
| DE29920521U1 (en) | 1999-11-23 | 2000-01-13 | Kuder, Karlheinz, 72584 Hülben | Auxiliary device for holding edge insulation |
| FR2799780A1 (en) * | 1999-10-15 | 2001-04-20 | Albert Toffolo | Lost shuttering components for cast concrete, e.g. of balcony, consist of base and upright members with struts |
| CN105951982A (en) * | 2016-05-23 | 2016-09-21 | 中交第航务工程局有限公司 | Concrete slab construction process in storage yard |
-
1979
- 1979-11-15 DE DE19792946047 patent/DE2946047B1/en not_active Ceased
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4406820A1 (en) * | 1994-03-02 | 1995-09-14 | K Heinz Prof Dr Ing Weber | Cover for ceiling edge |
| FR2799780A1 (en) * | 1999-10-15 | 2001-04-20 | Albert Toffolo | Lost shuttering components for cast concrete, e.g. of balcony, consist of base and upright members with struts |
| WO2001029343A1 (en) * | 1999-10-15 | 2001-04-26 | Albert Toffolo | Lost formwork elements for casting concrete |
| DE29920521U1 (en) | 1999-11-23 | 2000-01-13 | Kuder, Karlheinz, 72584 Hülben | Auxiliary device for holding edge insulation |
| CN105951982A (en) * | 2016-05-23 | 2016-09-21 | 中交第航务工程局有限公司 | Concrete slab construction process in storage yard |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 8263 | Opposition against grant of a patent | ||
| 8235 | Patent refused |