EP2273038A8 - Formwork and method for constructing same - Google Patents
Formwork and method for constructing same Download PDFInfo
- Publication number
- EP2273038A8 EP2273038A8 EP20100168957 EP10168957A EP2273038A8 EP 2273038 A8 EP2273038 A8 EP 2273038A8 EP 20100168957 EP20100168957 EP 20100168957 EP 10168957 A EP10168957 A EP 10168957A EP 2273038 A8 EP2273038 A8 EP 2273038A8
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- elements
- concrete element
- casting space
- spacers
- 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.)
- Withdrawn
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
- 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
- E04G17/064—Spacers placed on the bottom of the mould
-
- 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
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
-
- 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
- E04G17/12—Tying means; Spacers ; Devices for extracting or inserting wall ties with arms engaging the forms
-
- 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
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)
Abstract
Schalung (11) zur Herstellung eines Betonelements mit voneinander entsprechend der Dicke des herzustellenden Betonelements beabstandeten und einen Giessraum (15) bildenden Schalelementen (13a,13b). Die Schalelemente (13a,13b) besitzen Schaltafeln (17a,17b) und Schalungsträgern (19), welche an den dem Giessraum (15) abgewandten Seiten der Schaltafeln (17a,17b) befestigt sind. Des weiteren sind Abstandhalter (59) zur Beabstandung der Schalelemente (13a,13b) vorhanden. Die Abstandhalter (59) sind in dem Giessraum (15) zwischen den Schalelementen (13a,13b) angeordnet. Die Schalelemente (13a,13b) sind durch eine Spannvorrichtung zusammengehalten. Die Spannvorrichtung besitzt mindestens zwei Spannelemente (29,55), welche an einem ersten Ende der Schalelemente (13a,13b) und an einem zweiten, dem ersten gegenüberliegenden Ende der Schalelemente (13a,13b) vorgesehen sind. An den Schalungsträgern (19) der Schalelemente (13a,13b) ist jeweils mindestens ein Profil (21) senkrecht zur Ausrichtung der Schalungsträger (19) angeordnet. Die mindestens zwei Spannelemente (29,55) greifen an den Profilen (21) an. Die Erfindung betrifft auch ein Verfahren zum Aufbau der Schalung (11), welche dem Herstellen des Betonelements dient. Formwork (11) for producing a concrete element with spaced from each other according to the thickness of the concrete element to be produced and a casting space (15) forming formwork elements (13a, 13b). The formwork elements (13a, 13b) have formwork panels (17a, 17b) and formwork supports (19) which are fastened to the sides of the formwork panels (17a, 17b) facing away from the casting space (15). Furthermore, spacers (59) are provided for spacing the formwork elements (13a, 13b). The spacers (59) are arranged in the casting space (15) between the shell elements (13a, 13b). The formwork elements (13a, 13b) are held together by a tensioning device. The tensioning device has at least two tensioning elements (29, 55) which are provided at a first end of the formwork elements (13a, 13b) and at a second, opposite end of the formwork elements (13a, 13b). At least one profile (21) is arranged perpendicular to the alignment of the formwork carriers (19) on the formwork carriers (19) of the formwork elements (13a, 13b). The at least two clamping elements (29,55) engage the profiles (21). The invention also relates to a method for constructing the formwork (11), which serves for producing the concrete element.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01058/09A CH701411A1 (en) | 2009-07-08 | 2009-07-08 | Formwork and method for constructing a formwork. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2273038A2 EP2273038A2 (en) | 2011-01-12 |
EP2273038A8 true EP2273038A8 (en) | 2011-04-06 |
Family
ID=42983313
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10168957A Withdrawn EP2273038A2 (en) | 2009-07-08 | 2010-07-08 | Formwork and method for constructing same |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2273038A2 (en) |
CH (1) | CH701411A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102787716A (en) * | 2012-08-22 | 2012-11-21 | 中建一局华江建设有限公司 | European hollow-out plate pinnacle modeling structure template system and construction method |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112193127B (en) * | 2020-10-23 | 2023-11-10 | 兰州银利电器设备有限责任公司 | Mobile contact net erection device and erection method |
EP4382695A1 (en) * | 2022-12-09 | 2024-06-12 | DOKA GmbH | Method for constructing a formwork unit |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1291257A (en) * | 1918-07-01 | 1919-01-14 | Jacob Mullen Thompson | Concrete-wall-mold device. |
GB227736A (en) * | 1924-07-21 | 1925-01-22 | Thomas Wood | Improvements in and connected with the erection of concrete buildings |
US2740182A (en) * | 1952-12-22 | 1956-04-03 | Arthur J Harder | Interlocking devices for concrete wall form panels |
GB2046341A (en) * | 1979-04-17 | 1980-11-12 | Martinenghi A | Method of and forms for moulding concrete partition walls |
FR2615887B1 (en) * | 1987-05-27 | 1993-05-28 | Chiappalone Luigi | QUICK SETTING SYSTEM FOR TRIMMED WALL TRAPS FOR USE IN DIFFERENT WALL LENGTHS AND THICKNESSES |
FR2653807B3 (en) * | 1989-10-31 | 1992-08-14 | Monetta Pierre | DOUBLE JOINT CLAMP FOR CONCRETE FORMWORK. |
JP2005282080A (en) * | 2004-03-29 | 2005-10-13 | Akemasa Kurotani | Interval holder for concrete form |
US20090121373A1 (en) * | 2004-09-24 | 2009-05-14 | Stanley Bryant | Method and Apparatus for Construction |
US20070069104A1 (en) * | 2005-09-23 | 2007-03-29 | Kenneth Morin | Concrete forming structure frame locking device |
-
2009
- 2009-07-08 CH CH01058/09A patent/CH701411A1/en unknown
-
2010
- 2010-07-08 EP EP10168957A patent/EP2273038A2/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102787716A (en) * | 2012-08-22 | 2012-11-21 | 中建一局华江建设有限公司 | European hollow-out plate pinnacle modeling structure template system and construction method |
Also Published As
Publication number | Publication date |
---|---|
EP2273038A2 (en) | 2011-01-12 |
CH701411A1 (en) | 2011-01-14 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME RS |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20130201 |