DE29809922U1 - Formwork tension u. Fastener - Google Patents
Formwork tension u. FastenerInfo
- Publication number
- DE29809922U1 DE29809922U1 DE29809922U DE29809922U DE29809922U1 DE 29809922 U1 DE29809922 U1 DE 29809922U1 DE 29809922 U DE29809922 U DE 29809922U DE 29809922 U DE29809922 U DE 29809922U DE 29809922 U1 DE29809922 U1 DE 29809922U1
- Authority
- DE
- Germany
- Prior art keywords
- formwork
- element according
- tensioning
- perforated
- tensioning element
- 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
Links
- 238000009415 formwork Methods 0.000 title claims description 20
- 239000002184 metal Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 2
- 244000309464 bull Species 0.000 claims 2
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
- E04G17/0707—One-piece elements
-
- 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
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Johannes Höper
Dorfstr. 10
31234 PlockhbrstJohannes Höper
Dorfstr. 10
31234 Plockstedt
Die Erfindung betrifft ein Schalungsspann- und Verbindungselement für Betondeckenabschalungen, Ringbalken, Betonunterzüge und kastenförmige Elemente, welches sich an jeder Stelle spannen, nageln, abknicken oder falten läßt.The invention relates to a formwork tensioning and connecting element for concrete ceiling formwork, ring beams, concrete joists and box-shaped elements, which can be tensioned, nailed, bent or folded at any point.
Bekannt sind die Abschalung mit winkelförmigen Kunststoffelementen, die Einschalung mit Ü-Schalen aus Steinmaterial, mit genormten Rasterelementen aus Holz oder Metall oder die Schalung aus Brettern.Formwork with angle-shaped plastic elements, formwork with U-shells made of stone material, with standardized grid elements made of wood or metal or formwork made of boards are well known.
Nachteilig sind hierbei der hohe Aufwand an Material und Lohnkosten sowie die ungenügende Absicherung gegen Betondruck.The disadvantages here are the high expenditure on materials and labor costs as well as the insufficient protection against concrete pressure.
Der Erfindung liegt die Aufgabe zugrunde, Einschalungen einfacher und kostengünstiger zu machen.The invention is based on the task of making formwork simpler and more cost-effective.
Es istferner an eine Nutzung der Erfindung in anderen Bereichen gedacht, z. B. Vegjdckungen, Kleintierställe oder ähnliches. In den beigefügten Zeichnungen sind einige als Beispiele dienende Ausführungsformen der Erfindung dargestellt. .It is also intended that the invention be used in other areas, e.g. vegetable covers, small animal sheds or the like. In the attached drawings, some embodiments of the invention are shown as examples. .
Johannes Höper *" '* ** " " *·*Johannes Höper *"'* ** "" *·*
Dorfstr. 10
31234 PlockhorstDorfstr. 10
31234 Plockhorst
.■.·■■ . r .■.·■■ . r '' ■■ ■■■■
Figur 1: Perspektivische DarstellungFigure 1: Perspective view
der Abspannung von DecteHabschalungen mit Verbindungselementen aus perforiertem Lochband (1) mit Keilen (2) geheftet (5) auf der . ■- Auflagerwand, hinter der Auflagerwand (5) abgeknickt (6) um . unterschiedlich laufende Träger bei Halbfertigdecken.the bracing of DecteH formwork with connecting elements made of perforated strip (1) with wedges (2) stapled (5) on the . ■- support wall, bent (6) behind the support wall (5) around . differently running beams in semi-finished ceilings.
Figur 2: Perspektivische Darstellung ~Figure 2: Perspective view ~
der Abspannung eines Ringbalkens mit Holzbohlen. Das Lochband wird auf die Wandkrone geheftet (5) um die auf Höhethe bracing of a ring beam with wooden planks. The perforated tape is stapled to the wall crown (5) to secure the
gehaltenen Bohlen gefaltet (8) und geheftet. ,held planks folded (8) and stapled. ,
Ein zweites Lochband wird in die mit Tauchschnitt gesägten Schlitze geschoben und verkeilt. .A second perforated strip is pushed into the plunge-cut slots and wedged in place.
Figur 3: Perspektivische DarstellungFigure 3: Perspective view
Eines Ringbalkens mit Abspannung (1), (2) aus leichten Schaltafeln oder Platten. Leichte oder dünne Schalplatten werden zusätzlich mit Profilen (3) verbiegungssteif gesichert, indem in die vorgeformten Aussparungen (3) der Keile Rundeisen gelegt werden.A ring beam with bracing (1), (2) made of light formwork panels or plates. Light or thin formwork panels are additionally secured with profiles (3) to ensure they are rigid by placing round bars in the pre-formed recesses (3) of the wedges.
Figur 4: Perspektivische DarstellungFigure 4: Perspective view
Eines geschalten Ringbalkens mit Abspannung (1), (2) aus verlorener Schalung, z. B. Holzwolleleichtbauplatten. Die verlorene Schalung wird vorgeschnitten, auf die Wand gestellt und mit gehefteten (4) Lochblechen (1) und Keilen (2) verspannt.A formwork ring beam with bracing (1), (2) made of permanent formwork, e.g. wood wool lightweight panels. The permanent formwork is pre-cut, placed on the wall and braced with stapled (4) perforated sheets (1) and wedges (2).
Figur 5: Darstellung des Lochbandes mit Abkantlinien (9). Figur 6: Perspektivische DarstellungFigure 5: Representation of the perforated strip with bending lines (9). Figure 6: Perspective representation
eines kastenförmigen Schalelementes mit Lochbändern (1) die eine winklige Abkantung aufweisen.a box-shaped formwork element with perforated strips (1) which have an angular bevel.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29809922U DE29809922U1 (en) | 1998-06-03 | 1998-06-03 | Formwork tension u. Fastener |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29809922U DE29809922U1 (en) | 1998-06-03 | 1998-06-03 | Formwork tension u. Fastener |
Publications (1)
Publication Number | Publication Date |
---|---|
DE29809922U1 true DE29809922U1 (en) | 1998-09-03 |
Family
ID=8058031
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE29809922U Expired - Lifetime DE29809922U1 (en) | 1998-06-03 | 1998-06-03 | Formwork tension u. Fastener |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE29809922U1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
FR2952952A1 (en) * | 2009-11-24 | 2011-05-27 | Chapal Ets | Formwork system for lintel on construction, has horizontal wall that is associated to vertical walls of elements, where horizontal wall forms or supports lower wall of system |
CN102116083A (en) * | 2010-12-20 | 2011-07-06 | 吴方伯 | Floor slab template for building |
CN102116081A (en) * | 2010-12-20 | 2011-07-06 | 吴方伯 | Template for building |
CN102191859A (en) * | 2010-04-23 | 2011-09-21 | 吴方伯 | Beam template for building |
CN102235087A (en) * | 2010-04-23 | 2011-11-09 | 吴方伯 | Construction template |
-
1998
- 1998-06-03 DE DE29809922U patent/DE29809922U1/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2952952A1 (en) * | 2009-11-24 | 2011-05-27 | Chapal Ets | Formwork system for lintel on construction, has horizontal wall that is associated to vertical walls of elements, where horizontal wall forms or supports lower wall of system |
CN102191859A (en) * | 2010-04-23 | 2011-09-21 | 吴方伯 | Beam template for building |
CN102235087A (en) * | 2010-04-23 | 2011-11-09 | 吴方伯 | Construction template |
CN102116083A (en) * | 2010-12-20 | 2011-07-06 | 吴方伯 | Floor slab template for building |
CN102116081A (en) * | 2010-12-20 | 2011-07-06 | 吴方伯 | Template for building |
CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R207 | Utility model specification |
Effective date: 19981015 |
|
R156 | Lapse of ip right after 3 years |
Effective date: 20020403 |