EP1304430A2 - Schalungsformvorrichtung - Google Patents
Schalungsformvorrichtung Download PDFInfo
- Publication number
- EP1304430A2 EP1304430A2 EP02020357A EP02020357A EP1304430A2 EP 1304430 A2 EP1304430 A2 EP 1304430A2 EP 02020357 A EP02020357 A EP 02020357A EP 02020357 A EP02020357 A EP 02020357A EP 1304430 A2 EP1304430 A2 EP 1304430A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- post
- base part
- mould
- brace
- base
- 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- Withdrawn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
Images
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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
-
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
-
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/087—Fill-in form panels in the plane of two adjacent 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
- 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
-
- 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
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
-
- 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
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded 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
Definitions
- This invention is related to a casting mould device which is suited for casting concrete and similar, especially for making base plates, columns, column footings, walls and similar, and also for recesses in walls and similar, e.g. for windows, doors and similar, and for stop ends for arches and structural floors, stop ends in lift wells and similar.
- the device is especially suited for low moulds with a height of up to 1.5 m, especially up to 1.2 to 1.0 m or less, e.g. up to 0.8 or 0.6 m or in some cases up to 0.4 m, and usually with a height of at least 0.15 m or 0.25 m.
- the casting mould device comprises according to an embodiment one or more support beams, also denoted horizontal beams, which are suited for carrying or supporting shuttering panels or parts of shuttering panels or similar casting mould surface forming elements and which preferably are arranged essentially parallel to said mould surfaces, and transverse supports, also denoted vertical supports, for said support or horizontal beams.
- Said transverse supports are preferably arranged essentially perpendicular to the support beam(s) and the mould surface resp. and are intended to transfer the mould pressure, e.g. the pressure of the cast concrete, to a base or anvil, such as the ground or a wall etc.
- Said transverse supports have preferably essentially triangular shape comprising a post, which is normally arranged parallel to the mould surface forming element, such as a shuttering panel or similar, or optionally carries directly the element forming the mould surface.
- Said post is usually arranged with its longitudinal direction extending essentially vertically, but may also be arranged in a direction which deviates e.g. up to 45 degrees, preferably up to 30 degrees or up to 15 degrees from the horizontal plane, e.g. for supporting a mould bottom surface.
- the post is connected to a base part, also denoted bottom part, of said transverse support, to which the mould pressure is transferred from the post and from which the mould pressure is transferred to a base, preferably the ground or optionally a wall or another force supporting body.
- the mould pressure is preferably transferred to said base part with a brace (strut) extending from said post to said base part, preferably from the upper part of the post to the section or end of the base part which is remote from the post. More than one brace can be used, e.g. in case the post is very long and a high casting mould exerting a high casting pressure is to be supported, e.g. a height above 1 m and preferably above 1.5 or 2 m.
- the base part, as well as the post, preferably has elongated shape with a length which is several times its breadth.
- the base part (bottom part) can be secured to the base in various ways, e.g. by being provided with holes or openings or other means for fastening with e.g. bolts, bars, nails, etc.
- the post and the base part are fixedly or releasably and/or pivotably connected to each other at one end of said elements, preferably with a bolt joint or a similar means which makes possible a rotating motion of said parts in relation to each other in a plane.
- This is suitably achieved by bonding said parts together with a bolt or a similar joint which is pivotable in one plane, whereby a suitable angle between the post and the base part can be achieved by joining one end or both ends of said brace pivotably or displacably to the post and base part resp.
- the angle between the post and the base part may e.g. be varied with up to 60 degrees, preferably up to 45 degrees or up to 30 degrees or 15 degrees from a straight angle, in one direction or in both directions.
- At least two support beams horizontal beams
- at least two transverse supports vertical supports
- the support beams are preferably straight for supporting flat surfaces, but also curved beams can be used for supporting curved mould surfaces.
- a suitable profile of the support beams is a Z-profile which permits uncomplicated fastening to the posts and uncomplicated fastening of the shuttering panels or other mould surface forming elements to the support beams.
- Z-profile may also comprise other profiles in which the shape of the Z-profile is comprised, e.g. H-profile, h-profile, etc.
- other beam profiles which permit fastening to the transverse supports and fastening of shuttering panels or other mould surface forming elements, such as U-beams, preferably with a more narrow flange facing and fastened to the transverse supports and a broader flange facing a shuttering panel or similar means fastened to said flange.
- the fastening means for joining the support beams to the transverse supports may for Z-beams and similar form a vertical gap adjacent the post into which a flange of the beam can be pushed down.
- the fastening means may be fixedly joined to the post or stepwise or continuously (stepless) displacable in the longitudinal direction thereof and may be arranged for being locked in a desired position, e.g. be arranged for being fastened or snapped into openings arranged at various levels along the post.
- the fastening means for the support beams are arranged for being braced to the post with bolt joints, e.g. with fly nuts and with the bolt displacable in grooves extending in the longitudinal direction of the post, e.g. grooves which extend through the surface of the post facing the mould surface.
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)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Saccharide Compounds (AREA)
- Optical Couplings Of Light Guides (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE9002154A SE501442C2 (sv) | 1990-06-15 | 1990-06-15 | Gjutformanordning |
SE9002154 | 1990-08-21 | ||
EP91915534A EP0561783A1 (de) | 1990-06-15 | 1991-08-21 | Giesformvorrichtung |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91915534A Division EP0561783A1 (de) | 1990-06-15 | 1991-08-21 | Giesformvorrichtung |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1304430A2 true EP1304430A2 (de) | 2003-04-23 |
Family
ID=20379792
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02020357A Withdrawn EP1304430A2 (de) | 1990-06-15 | 1991-08-21 | Schalungsformvorrichtung |
EP91915534A Ceased EP0561783A1 (de) | 1990-06-15 | 1991-08-21 | Giesformvorrichtung |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91915534A Ceased EP0561783A1 (de) | 1990-06-15 | 1991-08-21 | Giesformvorrichtung |
Country Status (6)
Country | Link |
---|---|
EP (2) | EP1304430A2 (de) |
AU (1) | AU8439291A (de) |
FI (1) | FI930781A0 (de) |
NO (1) | NO930607L (de) |
SE (1) | SE501442C2 (de) |
WO (1) | WO1992003626A1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103498555A (zh) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | 可调式大面积地坪槽钢模板系统及其施工方法 |
CN106013773A (zh) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | 一种组装式内外墙复合模板防漏浆装置及施工方法 |
CN107119904A (zh) * | 2017-05-26 | 2017-09-01 | 中国十七冶集团有限公司 | 一种悬挑结构桁架组合支撑体系 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
MD4161C1 (ro) * | 2011-01-10 | 2012-10-31 | Николае Попеску | Procedeu de executare a construcţiei monolite, a complexului de construcţii monolite şi echipament tehnologic pentru realizarea acestuia |
GB2508263B (en) | 2013-09-03 | 2014-10-08 | Fast Form Systems Ltd | An adjustable support |
GB2556866B (en) | 2016-09-20 | 2021-06-16 | Fast Form Systems Ltd | Road form work |
GB2561567B (en) | 2017-04-18 | 2020-08-26 | Fast-Form Systems Ltd | Formwork base |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB696260A (en) * | 1951-09-21 | 1953-08-26 | John Sandoe | Improvements in brackets for supporting shuttering in the construction of concrete walls in situ |
FR1175132A (fr) * | 1957-05-15 | 1959-03-20 | Procédé de coffrage des murs et autres parties de bâtiments, et les coffrages et autres dispositions de mise en oeuvre du procédé | |
IE902098A1 (en) * | 1989-06-20 | 1991-01-02 | Trenchform Ltd | Formwork for forming structural beams |
SE462988B (sv) * | 1989-07-10 | 1990-09-24 | Pell Sune Westhed | Saett att bilda en stoedform foer kantbalk av betong samt stoedform bildad enligt saettet |
-
1990
- 1990-06-15 SE SE9002154A patent/SE501442C2/sv not_active IP Right Cessation
-
1991
- 1991-08-21 WO PCT/SE1991/000553 patent/WO1992003626A1/en not_active Application Discontinuation
- 1991-08-21 EP EP02020357A patent/EP1304430A2/de not_active Withdrawn
- 1991-08-21 EP EP91915534A patent/EP0561783A1/de not_active Ceased
- 1991-08-21 AU AU84392/91A patent/AU8439291A/en not_active Abandoned
-
1993
- 1993-02-22 FI FI930781A patent/FI930781A0/fi not_active Application Discontinuation
- 1993-02-22 NO NO930607A patent/NO930607L/no unknown
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103498555A (zh) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | 可调式大面积地坪槽钢模板系统及其施工方法 |
CN103498555B (zh) * | 2013-10-15 | 2015-09-16 | 中国建筑第二工程局有限公司 | 可调式大面积地坪槽钢模板系统及其施工方法 |
CN106013773A (zh) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | 一种组装式内外墙复合模板防漏浆装置及施工方法 |
CN107119904A (zh) * | 2017-05-26 | 2017-09-01 | 中国十七冶集团有限公司 | 一种悬挑结构桁架组合支撑体系 |
Also Published As
Publication number | Publication date |
---|---|
SE501442C2 (sv) | 1995-02-20 |
SE9002154L (sv) | 1992-02-22 |
NO930607L (no) | 1993-08-02 |
AU8439291A (en) | 1992-03-17 |
WO1992003626A1 (en) | 1992-03-05 |
FI930781A0 (fi) | 1993-02-22 |
SE9002154D0 (sv) | 1990-06-15 |
EP0561783A1 (de) | 1993-09-29 |
NO930607D0 (no) | 1993-02-22 |
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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 |
|
17P | Request for examination filed |
Effective date: 20021014 |
|
AC | Divisional application: reference to earlier application |
Ref document number: 0561783 Country of ref document: EP Kind code of ref document: P |
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AK | Designated contracting states |
Designated state(s): AT CH DE DK ES FR GB IT LI NL SE |
|
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: 20030312 |