DE8806197U1 - Wall construction - formwork block - Google Patents
Wall construction - formwork blockInfo
- Publication number
- DE8806197U1 DE8806197U1 DE8806197U DE8806197U DE8806197U1 DE 8806197 U1 DE8806197 U1 DE 8806197U1 DE 8806197 U DE8806197 U DE 8806197U DE 8806197 U DE8806197 U DE 8806197U DE 8806197 U1 DE8806197 U1 DE 8806197U1
- Authority
- DE
- Germany
- Prior art keywords
- wall construction
- similar
- end points
- formwork
- formwork block
- 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
- 238000009415 formwork Methods 0.000 title claims description 10
- 238000010276 construction Methods 0.000 title claims description 6
- 239000007787 solid Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0232—Undercut connections, e.g. using undercut tongues and grooves
- E04B2002/0234—Angular dovetails
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Ruprecht Schröter - 1 -Ruprecht Schröter - 1 -
SchuleBburger Landstraße 19SchoolBburger Landstraße 19
3000 Hannover 13000 Hanover 1
Die Erfindung bezieht sieh auf die Verbindungs-Stellen an Wandbau-Schalungssteinen, in den oberen ( 1 ), den unteren ( 2 ), sowie den seitlichen ( 3 + 4 ) Kon-Btruktions-Punkten. The invention relates to the connection points on wall formwork blocks, in the upper ( 1 ) , the lower ( 2 ), and the lateral ( 3 + 4 ) construction points.
Wandbau-Schalungssteine aus Poysterol oder anderen Stoffen werden seit Jahren beim Hausbau verwendet.Wall formwork blocks made of polyester or other materials have been used in house construction for years.
Die Schwachstellen, beim Erstellen und Beton-Verfüllen der Schalungsöteine, sind die waagrechten und senkrechten Verbindungs-Punkte.The weak points when creating and filling the formwork blocks with concrete are the horizontal and vertical connection points.
Die herkömmlichen Hut- und Federausführungen dieser VEE-bindungs-Punkte ergeben keine genügend feste Verbindung, da das Zusammenstecken nur durch ein Zusammenschieben ohne Widerhaken oder Einrastern getätigt wird. I/adurch kann beim maschinellen, geschoßhohen Verfüllen, der Beton die Schalungssteine an diesen Verbindungs-Punkten auseinanderdrücken. Da dies des öfteren passiert und dann der Beton herausläuft, ergeben sich große Schäden. Außerdem ergibt sich bei dieser mangelhaften Verbindung in der Gesamt-Wand keine exakte geradlinige Ausführung.The conventional hat and spring designs of these VEE connection points do not result in a sufficiently strong connection, as the joints are only pushed together without barbs or locking. This means that when filling the formwork to the height of the floor by machine, the concrete can push the formwork blocks apart at these connection points. As this happens frequently and the concrete then runs out, major damage occurs. In addition, this poor connection does not result in an exact straight line in the entire wall.
Der neuen Erfindung liegt die Aufgabe zugrunde, vorgenannte Schwachstellen zu beseitigen.The new invention is based on the task of eliminating the aforementioned weaknesses.
Erreicht wird dieses Ziel dadurch, daß die oberen Endpunkte ( 1 ), als durchlaufende Stege init einer Wölbung ( 5 ) und die unteren Endpunkte ( 2 ) ebenfalls als durchlaufende Stege mit einer Aushöhlung ( 6 ), hergestellt werden. Dadurch wird beim 2^8 amme ns tecketJ mit einem leichtenThis goal is achieved by producing the upper end points ( 1 ) as continuous webs with a curvature ( 5 ) and the lower end points ( 2 ) also as continuous webs with a hollow ( 6 ). This allows the 2^8 amme ns tecketJ to be slightly
Wandbau-Schalurig88tein Blatt - 2 - Wall construction-Schalurig88tein sheet - 2 -
Druck, eine Einraaterung und damit feste Verbindung hergestellt.Pressure, a notch and thus a firm connection is created.
Die seitlichen Endpunkte ( 3+4 ), sind so konstruiert, daß durch Einschieben der Schalungesteine von oben in die seitlichen Winkel ( 7 ) + ( 8 ) eine untrennbare feste Verbindung sich ergibt.The lateral end points ( 3 + 4 ) are designed in such a way that by inserting the formwork stones from above into the lateral angles ( 7 ) + ( 8 ) an inseparable, solid connection is created.
Außerdem werden durch diese festen Verbindungen exakte gerade Wände hergestellt.In addition, these solid connections create precisely straight walls.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8806197U DE8806197U1 (en) | 1988-05-10 | 1988-05-10 | Wall construction - formwork block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE8806197U DE8806197U1 (en) | 1988-05-10 | 1988-05-10 | Wall construction - formwork block |
Publications (1)
Publication Number | Publication Date |
---|---|
DE8806197U1 true DE8806197U1 (en) | 1988-06-30 |
Family
ID=6823911
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE8806197U Expired DE8806197U1 (en) | 1988-05-10 | 1988-05-10 | Wall construction - formwork block |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE8806197U1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2710676A1 (en) * | 1993-09-27 | 1995-04-07 | Lapalud Louis | Sacrifice formwork (shuttering) element for a wall made from reinforced or non-reinforced concrete |
-
1988
- 1988-05-10 DE DE8806197U patent/DE8806197U1/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2710676A1 (en) * | 1993-09-27 | 1995-04-07 | Lapalud Louis | Sacrifice formwork (shuttering) element for a wall made from reinforced or non-reinforced concrete |
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