EP3715555A1 - Structure porteuse pour un panneau de coffrage - Google Patents

Structure porteuse pour un panneau de coffrage Download PDF

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Publication number
EP3715555A1
EP3715555A1 EP20160596.1A EP20160596A EP3715555A1 EP 3715555 A1 EP3715555 A1 EP 3715555A1 EP 20160596 A EP20160596 A EP 20160596A EP 3715555 A1 EP3715555 A1 EP 3715555A1
Authority
EP
European Patent Office
Prior art keywords
support structure
support
web
profile
flange
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.)
Granted
Application number
EP20160596.1A
Other languages
German (de)
English (en)
Other versions
EP3715555B1 (fr
Inventor
Wilfried Häberle
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peri SE
Original Assignee
Peri GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Peri GmbH filed Critical Peri GmbH
Publication of EP3715555A1 publication Critical patent/EP3715555A1/fr
Application granted granted Critical
Publication of EP3715555B1 publication Critical patent/EP3715555B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar 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
    • E04G11/38—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 for plane ceilings of concrete
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G2009/023—Forming boards or similar elements with edge protection
    • E04G2009/025—Forming boards or similar elements with edge protection by a flange of the board's frame
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside

Definitions

  • the subject matter of the invention is a support structure for a formwork panel, which has a support structure and a formwork facing positioned on the front side of the support structure and attached to the support structure, the support structure having an edge support on at least one pair of opposite edges and a plurality of cross supports between these two edge supports, which run across these two edge beams.
  • Support structures for shuttering panels made up of metallic carriers are known in a variety of designs.
  • the cross members are often made of sheet metal, which has a cross-sectional shape produced by folding the sheet metal.
  • Such cross members are comparatively inexpensive to manufacture, but from a static point of view, i. H. Load capacity based on the cross member weight, not optimal.
  • the object of the invention is to create an improved support structure for a shuttering panel.
  • a support structure for a formwork panel which has a support structure and a formwork skin positioned on the front side of the support structure and attached to the support structure, the support structure having an edge support each on at least one pair of opposite edges and a plurality of transverse supports between these two edge supports, which run transversely to these two edge girders, with at least a partial number of the cross girders being designed as profile girders, which has a flange at its first end assigned to the front side of the supporting structure, a tubular hollow area at its second end remote from the front side of the supporting structure, and between the the first end and the second end connecting, preferably wall-like, web.
  • the two edge beams and / or the cross beams can be made of metal.
  • the cross members are designed as profile carriers with the features mentioned in the first paragraph.
  • Such cross members require some manufacturing effort, but the static performance, i. H. Load-bearing capacity based on the cross-member weight is very good.
  • the load-bearing capacity results primarily from the flange and the tubular pole area.
  • the wall-like web can be made with a relatively small material thickness.
  • the tubular hollow area makes the support structure and the formwork panel produced with this support structure easy to handle.
  • cross members means that either only one cross member or several cross members or all cross members of the formwork panel are designed in the manner mentioned in the first paragraph.
  • the cross beams can each be welded to the two edge beams.
  • the at least one profile support is an extruded profile made of aluminum.
  • "aluminum” stands for unalloyed aluminum or aluminum alloy. Extruded aluminum profiles can be produced relatively easily and inexpensively. There is the possibility that the material thickness - viewed in the cross section of the profile beam - is not the same everywhere, but can be selected differently from the point of view of static optimization.
  • the at least one profile support can have a grip hole in the web or several grip holes over the length of the profile support. Due to the grip hole or the grip holes, the support structure or the formwork panel produced with the support structure can be gripped and handled particularly well with the hands.
  • support structures or formwork panels made with them - depending on their size - have a considerable weight that the support structures or formwork panels have to be carried for certain distances at the construction site that in many cases the formwork panels must be placed in an overhead position.
  • high load-bearing capacity per weight of the supporting structure or formwork panel, aluminum construction and static optimization of the cross members are advantageous.
  • said grip hole, or said grip holes in each case, elongated in the longitudinal direction of the profile support and to limit it on the side adjacent to the hollow area for a large part of its length through the hollow area.
  • the handle hole in question ends on the side in question where the hollow area of the cross member profile begins, or just before it. In this way, the handle hole in question merges into the outer contour of the hollow area.
  • the flange of the relevant profile beam mentioned in the first paragraph can protrude on one or both sides of the web. It is possible for the flange to have a protrusion increasing the flange thickness at its protruding end or at its two protruding ends, the protrusion forward in the direction of the front side of the supporting structure and / or rearward in the direction of the rear side of the supporting structure.
  • the protrusion or protrusions bring additional material into the flange.
  • the flange can therefore be made with a smaller width. There can be more than one projection per flange arm.
  • the profile support hollow area can be essentially circular in cross section. Exact circular shape without “essentially” is also possible. Other hollow area cross-sections are also possible, whereby here specifically rectangular or square, each with rounded corners, triangular with rounded corners, and oval with two axes of unequal length should be mentioned.
  • the edge supports mentioned in the first paragraph can be longitudinal edge supports of the support structure, the support structure being longer in the longitudinal direction of these edge supports than in the transverse direction transversely thereto.
  • the support structure according to the invention can have a preferably metallic edge support (which can be a transverse edge support) on a second pair of opposite edges, which extends transversely to the two edge supports of the first pair mentioned in the first paragraph. If the supporting structure has transverse edge supports, the term "transverse support” mentioned in the first paragraph should not also include the transverse edge supports, but only the transverse intermediate supports.
  • Formwork panels that have a supporting structure with two longitudinal edge girders and two transverse edge girders are normally called framed formwork panels.
  • the edge beams of the supporting structure can be made of aluminum.
  • the edge beams of the supporting structure can be extruded profiles.
  • the support structure according to the invention can be used for shuttering panels for pouring concrete, in particular ceiling shuttering panels. But it can also be used for other formwork, e.g. B. for absorbing the lateral load of an earth embankment or for the temporary undertaking of a ceiling construction during repair work.
  • Another object of the invention is a formwork panel that has an inventive Support structure, as it has been disclosed in the previous part of the description, and has a formwork skin attached to the support structure on the support structure front side.
  • the formwork panel can be a frame formwork panel.
  • the formwork panel can be a ceiling formwork panel.
  • the support structure shown has two longitudinal edge supports 4, two transverse edge supports 6 and seven transverse supports 8 distributed over the length of the support structure 2 (which are "transverse intermediate supports" when the transverse edge supports 6 are taken into account).
  • the transverse girders 8 extend from one longitudinal edge girder 4 to the other longitudinal edge girder 4 in an orientation at right angles to the longitudinal edge girders.
  • the cross beams 8 are each welded to the two longitudinal edge beams 4.
  • the transverse edge supports 6 also go from one longitudinal edge support 4 to the other longitudinal edge support 4, in an orientation at right angles to the longitudinal edge supports 4, and are welded to the longitudinal edge supports 4 at the four corners of the supporting structure 2.
  • the seven cross members 8 are all designed the same, as in Fig. 2 drawn.
  • the in Fig. 2 The cross member 8 shown is a profile carrier which has a flange 10 on the front, a tubular hollow area 12 on the rear and a wall-like web 14 in between.
  • the flange 10 protrudes on both sides of the web 14 and is symmetrical to the center plane of the web 14.
  • the flange 10 and the front edge of the web 14 are removed a little so that the profile carrier 8 is well in there the profiling of the longitudinal edge support 4 fits into it.
  • the profile support 8 is symmetrical to its longitudinal center plane 16, which runs in the middle of the web 14 from the flange 10 to the hollow area 12.
  • the profile support 8 is an extruded part or extrusion part made of aluminum. The same applies to the longitudinal edge supports 4 and the transverse edge supports 6.
  • the hollow area 12 is circular in cross section on the outside (with the exception of the transition to the web 14) and circular on the inside.
  • the web 14 is a narrow rectangle in cross section.
  • the cross-section of the flange 16 is a narrow rectangle (which is at right angles to the web 14), each with a projection 18 at the in Fig. 3 left protruding end of flange 10 and at the in Fig.
  • front surfaces 20 of all flanges 10 of all transverse beams 8 are in the same plane as the bearing surfaces of the longitudinal edge beams 4 and the transverse edge beams 6, so that a formwork skin attached to the supporting structure 2 is separated from all the aforementioned beams 4, 6, 8 is supported evenly.
  • the formwork skin can, for. B. by means of rivets, which are attached to the support structure 2 through the formwork skin and through the areas of the flanges 10 which are each located between the two projections 18.
  • the formwork skin can, for. B. by means of rivets, which are attached to the support structure 2 through the formwork skin and through the areas of the flanges 10 which are each located between the two projections 18.
  • Drawn type of formation of the projections 18 creates a wide groove 22 in the front of the flange 10.
  • each profile support 8 has two grip holes 24 which are elongated in the longitudinal direction of the profile support 8 and both are of identical design.
  • the circumferential line of the handle hole 24 in question is straight on the rear for almost the entire length of the handle hole and closely adjacent to the line where the outer circumference of the hollow region 12 leads away from the web 14.
  • the front of the circumferential line 26 is curved with a large radius, so that the respective grip hole 24 is higher in the middle than at a distance from the middle.
  • the rear, straight part and the front, curved part of the contour line 26 merge into one another with substantially circular arc-shaped sections.
  • the relevant grip hole 24 is so large that a person handling the support structure 2 or the formwork panel produced with it can comfortably reach through the grip hole 24 with one hand and grip the hollow area 12 with his thumb and fingers.
  • the center of each grip hole 24 is approximately 20% of the length of the profile support 8 from the adjacent end of the profile support 8.
  • the longitudinal edge supports 4 and the transverse edge supports 6 each have various holes 26. A part of the holes 26 are grip holes. Other holes 26 are provided for other purposes.
  • the longitudinal edge supports 4 and the transverse edge supports 6 all have the same cross-sectional shape, which, however, differs from the cross-sectional shape of the transverse supports 8.

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)
EP20160596.1A 2019-03-22 2020-03-03 Structure porteuse pour un panneau de coffrage Active EP3715555B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102019107433.9A DE102019107433A1 (de) 2019-03-22 2019-03-22 Tragstruktur für ein Schalungspaneel

Publications (2)

Publication Number Publication Date
EP3715555A1 true EP3715555A1 (fr) 2020-09-30
EP3715555B1 EP3715555B1 (fr) 2024-02-07

Family

ID=69770431

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20160596.1A Active EP3715555B1 (fr) 2019-03-22 2020-03-03 Structure porteuse pour un panneau de coffrage

Country Status (5)

Country Link
US (1) US11519187B2 (fr)
EP (1) EP3715555B1 (fr)
CN (1) CN111719854B (fr)
CA (1) CA3076350A1 (fr)
DE (1) DE102019107433A1 (fr)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150116373A (ko) * 2014-04-07 2015-10-15 피앤케이에코 주식회사 친환경 초경량 소음 및 충격감쇠용 하이브리드구조의 거푸집 프레임 및 이를 이용한 거푸집 폼
KR20180119830A (ko) * 2017-04-26 2018-11-05 김명호 소음저감형 조립식 콘크리트 거푸집
WO2019039699A1 (fr) * 2017-08-21 2019-02-28 금강공업 주식회사 Panneau de moule en aluminium préfabriqué

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2086971B (en) * 1980-11-05 1984-08-08 Kwikform Ltd Structural beam
DE3606320A1 (de) * 1986-02-27 1987-09-03 Schliephacke Heinrich Rahmen fuer eine schalungstafel
DE4122173C2 (de) * 1991-07-04 2000-05-11 Thyssen Huennebeck Gmbh Schaltafel für Betonbauwerke
DE4339554A1 (de) * 1993-11-19 1995-05-24 Hollmann Niels Rahmenschalung für das Betonieren
US20020117596A1 (en) * 2001-02-24 2002-08-29 Mccracken Robert Concrete form panel having access openings
BR0111650B1 (pt) * 2001-04-03 2010-09-21 sistema de estrutura de forma de laje.
KR100445450B1 (ko) * 2001-09-14 2004-08-21 한국과학기술원 내충격성이 우수한 복합재료 판재 및 이를 이용한복합재료 거푸집
AT10946U1 (de) * 2008-09-03 2010-01-15 Doka Ind Gmbh Betonschalung
FR2977610B1 (fr) * 2011-07-06 2014-02-28 Alphi Poutrelle de soutien composite
DE102011057124A1 (de) * 2011-12-29 2013-07-04 Friedr. Ischebeck Gmbh Paneel für eine System-Deckenschalung und System-Deckenschalung
CN102587647B (zh) * 2012-03-19 2014-12-31 山东普瑞玛模板有限公司 一种用于浇筑含梁、板和柱结构建筑物的早拆模板体系
CN202611232U (zh) * 2012-06-13 2012-12-19 山东普瑞玛模板有限公司 框架组合模
WO2016139513A1 (fr) * 2015-03-05 2016-09-09 Andamios Y Encofrados S.A.S. Panneau modulaire universel pour systèmes de coffrage destinés à la construction de piliers ou de colonnes
KR101641335B1 (ko) * 2015-04-30 2016-07-20 서보산업 주식회사 우드 갱폼 및 이를 이용한 콘크리트 구조물 시공 방법
CN105421762B (zh) * 2015-11-02 2018-05-08 中国建筑股份有限公司 一种铝合金模板矩形截面型材及其单元模板结构
KR101722109B1 (ko) * 2016-06-13 2017-04-03 금강공업 주식회사 건축용 조립식 알루미늄 거푸집 패널
DE102016212282A1 (de) * 2016-07-06 2018-01-11 Peri Gmbh Ausgleichselement
KR20180052268A (ko) * 2016-11-10 2018-05-18 일우건설산업 주식회사 서포트 및 이를 이용한 거푸집 형성 방법
WO2019023745A1 (fr) * 2017-08-01 2019-02-07 Wangwealth Pty Ltd Cadre de panneau de coffrage
EP3438365A1 (fr) * 2017-08-02 2019-02-06 DOKA GmbH Coffrage et procédé de fabrication d'un élément de recouvrement
MD4605C1 (ro) * 2017-10-10 2019-06-30 Николае Попеску Procedee de executare a elementelor de construcţie ale clădirii/edificiului din beton armat monolit şi echipament tehnologic pentru realizarea acestora
DE102018106221A1 (de) * 2018-03-16 2019-09-19 Polytech Gmbh Schalhaut aus Kunststoff für eine Rahmenschalungs-Schaltafel für das Betonieren
CN208202532U (zh) * 2018-04-28 2018-12-07 浙江全能建模板技术有限公司 一种建筑模板

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150116373A (ko) * 2014-04-07 2015-10-15 피앤케이에코 주식회사 친환경 초경량 소음 및 충격감쇠용 하이브리드구조의 거푸집 프레임 및 이를 이용한 거푸집 폼
KR20180119830A (ko) * 2017-04-26 2018-11-05 김명호 소음저감형 조립식 콘크리트 거푸집
WO2019039699A1 (fr) * 2017-08-21 2019-02-28 금강공업 주식회사 Panneau de moule en aluminium préfabriqué

Also Published As

Publication number Publication date
CN111719854B (zh) 2024-06-07
DE102019107433A1 (de) 2020-09-24
CA3076350A1 (fr) 2020-09-22
US11519187B2 (en) 2022-12-06
EP3715555B1 (fr) 2024-02-07
CN111719854A (zh) 2020-09-29
US20200325693A1 (en) 2020-10-15

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