EP1544377A1 - Element de coffrage pour murs courbes - Google Patents

Element de coffrage pour murs courbes Download PDF

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Publication number
EP1544377A1
EP1544377A1 EP04027729A EP04027729A EP1544377A1 EP 1544377 A1 EP1544377 A1 EP 1544377A1 EP 04027729 A EP04027729 A EP 04027729A EP 04027729 A EP04027729 A EP 04027729A EP 1544377 A1 EP1544377 A1 EP 1544377A1
Authority
EP
European Patent Office
Prior art keywords
formwork
rails
element according
elements
rail
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
EP04027729A
Other languages
German (de)
English (en)
Other versions
EP1544377B1 (fr
Inventor
Hugo Mag.Dipl.Ing. Mathis
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.)
Rund Stahl Bau GmbH
Original Assignee
Rund Stahl Bau 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 Rund Stahl Bau GmbH filed Critical Rund Stahl Bau GmbH
Priority to AT04027729T priority Critical patent/ATE425324T1/de
Publication of EP1544377A1 publication Critical patent/EP1544377A1/fr
Application granted granted Critical
Publication of EP1544377B1 publication Critical patent/EP1544377B1/fr
Not-in-force 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
    • 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
    • E04G11/062—Forms for curved walls
    • E04G11/065—Forms for curved walls with mechanical means to modify the curvature

Definitions

  • the invention relates to a Schaluggselement a circular formwork, which is a formwork skin has, at the rear side vertically extending profile rails are attached, with which horizontally extending curved shaping rails detachably connected are
  • Shuttering elements of this type are known. Around one side of the circular formwork (ie e.g. the outer formwork) form such formwork elements are several side by side and / or superimposed formwork elements this Kind of connected.
  • the outer and inner formwork can be used here in be formed analogously.
  • the shaping Rails also called anchor rails, give the curved shape of the formwork element in front. These shaping rails usually continue to form the Aufund Abutment for anchors of through-anchored formwork.
  • the object of the invention is a formwork element of the type mentioned to provide, which in a simple structure for different radii of curvature the circular formwork can be used without cutting off the ends the shaping rails or an exchange of these shaping rails is required. This is achieved by a formwork element with the invention Features of claim 1.
  • a length-adjustable shaping rail is thus provided.
  • the shaping rail can thereby in the case of an internal formwork at shortened a stronger curvature and extended at a lower curvature be extended or in the case of an external formwork with a greater curvature and be shortened at a lower curvature, so that they are respectively at the edge of Formwork ends.
  • the strand elements are dependent on the curvature different distances offset against each other.
  • an internal formwork is the smallest radius of curvature for which the shuttering element can be used, the one in which the strand elements without offset against each other at the side edges of the Formwork ends.
  • this is the largest radius of curvature the case for which the formwork element is used.
  • connection of the forming rails with the vertical rails preferably takes place over the shoes.
  • These can be used for this purpose first adjacent to the rail and a second, the strand elements on Have their facing away from the formwork facing sides clamping part, wherein the clamping parts are clamped by means of a clamping screw, which holes in the clamping parts and in a lying parallel to the formwork web of a respective Passed through profile rail.
  • a longitudinal opening of the shaping rail in each case at least two together adjacent strand elements present, of which at least one of the respective end face of the shaping rail extends. Through the longitudinal openings can anchor rods for the anchorage of the formwork occur.
  • the strand elements are plate-shaped, so have in Cross section the shape of a flat rectangle.
  • Such flat elements can be The easiest way to go around it with rollers with the least twisting.
  • Fig. 1 are two formwork elements according to the invention an inner formwork a Circular formwork in superimposed arrangement shown.
  • the formwork elements the outer formwork of the circular formwork can be formed in an analogous manner be.
  • a respective formwork element has a formwork skin 1, for example Wood (e.g., plywood), and preferably across the entire width of the Shuttering element is formed continuously.
  • the formwork can 1 also be formed continuously or of several adjoining Sections exist.
  • the formwork for example, by a steel plate be formed.
  • edge-side rails 3, 4 attached, for example screwed.
  • the rails 3 here have the back of the Formwork skin 1 adjacent and fixed to the formwork 1 webs 9, of the webs. 9 outgoing edge and perpendicular to the formwork 1 standing webs 5 and to the from the formwork 1 remote ends of the webs 5 of these outgoing parallel to the formwork 1 extending webs 6.
  • the perpendicular to the formwork 1 standing webs 5 are preferably flush with the front ends 7, 8 of the Formwork 1.
  • a plurality of vertically extending rails 4 attached to the back of the formwork 1 at a distance from each other.
  • These Profile rails 4 are preferably formed in cross-section Z-shaped. With the on the back of the formwork 1 adjacent web 10, they are on the formwork skin. 1 attached. From the edge of the web 10 is a standing vertically to the formwork web 11th From and on the side of the formwork 1 remote end of the web 11 is a parallel to Formwork skin 1 extending bridge 12 from.
  • the distances between adjacent rails 3, 4 are static and can, for example, in the range between 50 cm and 1.5 m.
  • the vertical profile rails 3, 4 are horizontally extending shaping Rail 13 detachably connected.
  • the shaping rails 13 are in horizontal Direction curved, causing the curvature of the formwork element in horizontal Direction is given.
  • the curvature of the formwork element can be changed.
  • the shaping rails 13 have in the preferred shown Embodiment in each case four strand elements 14, which by means of shoes 15 are held together.
  • the strand elements 14 are preferably plate-shaped formed, so seen in cross-section the shape of a flat Rectangle. These strand elements 14 each extend over a majority of the Longitudinal extent of the shaping rail, but at least for all curvatures the shaping rail 13 except the strongest (in the case of internal formwork) or the least (in the case of an external formwork) for this formwork element provided curvature shorter than the total length of the shaping rail 13.
  • the strand elements 14 are in the longitudinal direction of the shaping Rail 13 offset from each other, namely extending in the arrangement shown the two inner strand elements 14 to that shown in Fig. 2 front end 16 of the shaping rail 13 and the other two strand elements 14 are spaced from this front end 16 by the offset v.
  • the offset v At the opposite end face 17 of the shaping rail 13 is the Situation just the opposite (see Fig. 3, with a slightly lower curvature of shaping rail). In the assembly position shown in FIG. 2, this offset is v relatively low. The offset v decreases with decreasing curvature of the shaping Rail 13 too. In contrast, a somewhat larger offset v is shown in FIG.
  • the strand elements 14 preferably all have the same length, can but also have different lengths.
  • the shoes 15 serve as mentioned for holding together the strand elements 14 and Furthermore, to prevent their tilting or twisting around a horizontal, in Longitudinal direction of the forming rail 13 extending (curved) axis. Furthermore, Preferably, the connection of the shaping rail 13 with the vertically extending profile rails 3, 4 on the shoes 15th
  • the clamping parts 18, 19 each have a base leg 21 and two side legs 22.
  • In the side legs 22 are each two of hers free longitudinal edge 23 except outgoing slots 24, wherein the slots 24 seen in the two side legs 22 in side view (Fig. 6) cover.
  • In the Slits 24 are each two adjacent strand elements 14 with their Margins introduced.
  • In the base leg 21 is a bore 25 in an intermediate the height of the two slots 24 introduced for the passage of the clamping bolt 20.
  • the bore 25 is in this case one side leg 22 closer than the other side legs 22.
  • One of the two clamping parts 18, 19 is located on the web 6 of the rail 3 or on the bridge 12 of the rail 4 at. In the web 6 and 12 is in this case a with the bore 25th covering hole attached. In the slots 24 of this clamping member 18 are the one Side edges of the strand elements 14 introduced. On the opposite side edges the strand elements 14, the second clamping part 19 is attached. Im shown Embodiment, the second clamping part 19 is the same as the clamping part 18 is formed, but 180 ° about a horizontal axis and 180 ° about a vertical axis used rotated relative to the clamping part 18.
  • clamping bolt 20 By means of the web 6 or 12 and the clamping parts 18, 19 passing through the clamping bolt 20 are the clamping parts 18, 19 braced against each other and attached to the rail 3 and 4 respectively.
  • the clamping bolts 20 are in the illustrated embodiment of screws in combination formed with nuts.
  • a shoe 15 for holding together and aligning the Strand elements 14 and for fixing the shaping rail 13 to the rails 3, 4 provided.
  • the two peripheral shoes 15 protrude respectively from this front end 16, 17 spaced strand elements 14 only or more less far and can (with smaller curvatures of the formwork element in Case of internal formwork or larger curves in case of external formwork) even before the peripheral shoe 15 ends.
  • connection of several formwork elements to be stacked one above the other can be done in a conventional manner, for example by means of at the bottom of the Formwork element arranged pipe sections 30, which on at the upper end of the lower formwork element mounted pipe sections are placed and with these be screwed by means of bolts.
  • the pipe sections 30 can conical recesses 31 and corresponding frustoconical Projections (not shown in the figures) for engagement in the conical recesses 31 may be provided.
  • connection units be connected to each other.
  • a possible education of such Connection unit is shown schematically in Fig. 10.
  • They are two bridge-like ones Claws 33 available.
  • the upper claw 33 lies with feet 34 on the tops of the shaping rails 13 of the adjacent formwork elements and the lower Claw 33 on the bottoms.
  • In the two edge regions of the bridge bridges 35 of Cleats 33 are transverse webs 36 welded to them, which project beyond them on both sides.
  • the Transverse webs 36 holes which are penetrated by clamping bolt 37, which brace the two claws 33 together.
  • clamping bolt 37 which brace the two claws 33 together.
  • FIG. 10 successive clamping bolt 37 available.
  • Other forms of training connecting units for the forming rails 13 would also be conceivable and possible.
  • the Clamping bolt 20 is released, after which the strand elements 14 can be removed.
  • the strand elements 14 are provided with a circulating device (by means of corresponding Rolls) plastically deformed to the desired curvature.
  • the shaping rails 13 are reassembled, the strand elements 14 are offset accordingly, and the clamping bolt 20 tightened.
  • the shaping Rail 13 can thereby be connected to the edge profile rails 3.
  • FIGS. 8 and 9 show a modified embodiment of a clamping part 18 a shoe.
  • the clamping part 18 has a base leg 38 and at both ends the same attached edge leg 39.
  • side legs 40 are arranged at the two side edges, which are in the side view of FIG. 8 overlap.
  • the slots 24 for inserting the Strand elements 14 are here between the edge legs 39 and the side legs 40 formed.
  • FIG. 11 and 12 Another modified embodiment of a clamping part 18 of a shoe is in Figs. 11 and 12 are shown.
  • the clamping member is H-shaped to increase its rigidity formed, with side legs 22 and a connecting leg 41, the the bore 25 has. From the longitudinal edges 23 of the side legs 22 on the one side of the clamping part in turn are slots 24 for receiving the strand elements 14 off.
  • the formwork skin is preferably with an edge protection 42 provided (Fig. 4).
  • edge protection 42 provided (Fig. 4). This can, for example, from one to the rail 3 welded metal web are formed, which are preferably made of wood Formwork skin 1 is covered on the face side, whereby between this web and the formwork skin 1 may be formed a silicone joint.
  • the edge profile rails 3 instead of shown U-shaped training in the same manner as the rails 4, so as Z-profiles.
  • the distance from the formwork skin 1 parallel to the formwork skin 1 extending web could then, for example, each from the side edge of the formwork element be pointing the way.
  • the vertically standing to the formwork 1 Bridge would be in the case of Z-shaped design of the rails 4 from the front End 7, 8 of the formwork element distances.
  • the shaping rails 13 can extend beyond this web out to the respective front end 16, 17 and preferably in turn flush with this.
  • To the connection of two laterally adjacent formwork elements could turn arranged at heights between the shaping rails 13 and with the Profile rails 3 and / or 4 connected connecting rails may be present. additionally could at heights between the forming rails 13 and the connecting rails plate-shaped elements at the spaced from the formwork skin 1 and parallel to this extending webs of the adjacent rails 4 be screwed to accommodate acting in a vertical direction shear forces can.

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)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
EP04027729A 2003-12-16 2004-11-23 Element de coffrage pour murs courbes Not-in-force EP1544377B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT04027729T ATE425324T1 (de) 2003-12-16 2004-11-23 Schalungselement einer rundschalung

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT20202003 2003-12-16
AT0202003A AT412795B (de) 2003-12-16 2003-12-16 Schalungselement einer rundschalung

Publications (2)

Publication Number Publication Date
EP1544377A1 true EP1544377A1 (fr) 2005-06-22
EP1544377B1 EP1544377B1 (fr) 2009-03-11

Family

ID=33494537

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04027729A Not-in-force EP1544377B1 (fr) 2003-12-16 2004-11-23 Element de coffrage pour murs courbes

Country Status (5)

Country Link
US (1) US7494106B2 (fr)
EP (1) EP1544377B1 (fr)
JP (1) JP2005180172A (fr)
AT (2) AT412795B (fr)
DE (1) DE502004009125D1 (fr)

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US20100155567A1 (en) * 2008-12-23 2010-06-24 Chou Chi-Pin Preloading and Flex Resistant Support Column
US8756890B2 (en) * 2011-09-28 2014-06-24 Romeo Ilarian Ciuperca Insulated concrete form and method of using same
US9300484B1 (en) 2013-07-12 2016-03-29 Smartlabs, Inc. Acknowledgement as a propagation of messages in a simulcast mesh network
PL3212862T3 (pl) * 2014-10-31 2020-01-31 Soletanche Freyssinet Sposób wytwarzania bloków konstrukcyjnych z betonu dla wieży turbiny wiatrowej i związany z tym system
US9531587B2 (en) 2014-11-12 2016-12-27 Smartlabs, Inc. Systems and methods to link network controllers using installed network devices
US9438573B2 (en) 2014-11-12 2016-09-06 Smartlabs, Inc. Systems and methods to securely install network devices using physical confirmation
US9425979B2 (en) 2014-11-12 2016-08-23 Smartlabs, Inc. Installation of network devices using secure broadcasting systems and methods from remote intelligent devices
CN105040951B (zh) * 2015-08-27 2017-10-20 苏州金螳螂建筑装饰股份有限公司 弧形grg安装结构
US10633875B2 (en) * 2017-06-02 2020-04-28 Michael Clevenger Concrete forming system and method of assembling
CN110080245B (zh) * 2019-05-15 2021-04-02 广州穗岩土木科技股份有限公司 一种地铁车站出入口围护桩的施工方法
TWI717785B (zh) * 2019-07-18 2021-02-01 勁龍鋼鐵成型有限公司 曲面結構網模製作方法
CN111809859A (zh) * 2020-08-21 2020-10-23 徐骏峰 一种快捷组装加强型绿色建筑模板
CN114775999A (zh) * 2022-05-13 2022-07-22 广东永和建设集团有限公司 一种曲线型结构圆弧截面梁板的模板及其施工方法
CN114809409B (zh) * 2022-06-28 2022-09-13 徐州逸刻新型墙体材料有限公司 一种建筑施工用模壳及其施工方法

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US4185805A (en) * 1978-06-16 1980-01-29 The Burke Company Apparatus and method for constructing adjustable curvilinear concrete forms
DE3112298A1 (de) * 1980-05-02 1982-01-14 Rund-Stahl-Bau Gesellschaft mbH & Co. KG, 6900 Bregenz, Vorarlberg Bogen- bzw. kreisabschnittfoermig verlaufender schalungstraeger fuer eine schalung
EP0321006A2 (fr) * 1987-12-18 1989-06-21 Symons Corporation Système de coffrage de béton pour murs en courbe

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4185805A (en) * 1978-06-16 1980-01-29 The Burke Company Apparatus and method for constructing adjustable curvilinear concrete forms
DE3112298A1 (de) * 1980-05-02 1982-01-14 Rund-Stahl-Bau Gesellschaft mbH & Co. KG, 6900 Bregenz, Vorarlberg Bogen- bzw. kreisabschnittfoermig verlaufender schalungstraeger fuer eine schalung
EP0321006A2 (fr) * 1987-12-18 1989-06-21 Symons Corporation Système de coffrage de béton pour murs en courbe

Also Published As

Publication number Publication date
JP2005180172A (ja) 2005-07-07
AT412795B (de) 2005-07-25
ATE425324T1 (de) 2009-03-15
EP1544377B1 (fr) 2009-03-11
US20050127268A1 (en) 2005-06-16
DE502004009125D1 (de) 2009-04-23
US7494106B2 (en) 2009-02-24
ATA20202003A (de) 2004-12-15

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