EP3443180A1 - Garde-corps de sécurité pour coffrage pour dalles de plancher - Google Patents

Garde-corps de sécurité pour coffrage pour dalles de plancher

Info

Publication number
EP3443180A1
EP3443180A1 EP17716543.8A EP17716543A EP3443180A1 EP 3443180 A1 EP3443180 A1 EP 3443180A1 EP 17716543 A EP17716543 A EP 17716543A EP 3443180 A1 EP3443180 A1 EP 3443180A1
Authority
EP
European Patent Office
Prior art keywords
load
safety railing
post
wedge
clamp means
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
EP17716543.8A
Other languages
German (de)
English (en)
Other versions
EP3443180B1 (fr
Inventor
Guido Faresin
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.)
Faresin Formwork SpA
Original Assignee
Faresin Formwork SpA
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 Faresin Formwork SpA filed Critical Faresin Formwork SpA
Priority to RS20220010A priority Critical patent/RS62789B1/sr
Priority to HRP20220049TT priority patent/HRP20220049T1/hr
Priority to SI201731046T priority patent/SI3443180T1/sl
Priority to PL17716543T priority patent/PL3443180T3/pl
Publication of EP3443180A1 publication Critical patent/EP3443180A1/fr
Application granted granted Critical
Publication of EP3443180B1 publication Critical patent/EP3443180B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E04G17/002—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
    • 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
    • E04G11/50—Girders, beams, or the like as supporting members for 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G2005/148—Railings latticed or netted

Definitions

  • the present invention relates to a safety railing for formwork for floor slabs.
  • This system has the aim of building a vertical barrier to be applied to formwork systems in order to create suitable working conditions during the assembly of said system.
  • formwork systems for floor slabs can be composed of elements such as vertical props, supporting heads applied to the upper end thereof, load-bearing beams that connect two props, and formwork panels which are assembled between one load-bearing beam and the other.
  • Known vertical protection systems that can be applied to formwork for floor slabs currently are composed of elements which are applied generally to the load-bearing beams or to the formwork panels.
  • the aim of the present invention is to provide a railing that has a reduced space occupation and weight and can be moved not necessarily with mechanical lifting means.
  • an object of the present invention is to provide a railing that is very simple and can be managed with mechanisms that are easy to handle.
  • a further object of the present invention is to provide a railing that allows to perform multiple applications, specifically to provide a vertical protection that is complete, allows to protect any side of the formwork system and therefore makes the work step safe for workers in every respect.
  • Figure 1 is a perspective view of a formwork system with two railings according to the invention
  • Figure 2 is a perspective view of a first component of a railing according to the invention in a first embodiment of said invention
  • Figure 3 is a perspective view of a second component of a railing according to the invention according to the first embodiment of said invention
  • Figure 4 is a partially sectional side view of a railing according to the invention in a first embodiment thereof;
  • Figure 5 is a perspective view of a component of a railing according to the invention in a second embodiment thereof;
  • Figure 6 is a view of the operation of the component of Figure 5;
  • Figure 7 is a view of the application to a formwork panel of the component of Figure 5.
  • a safety railing for formwork for floor slabs is generally designated in its first embodiment by the reference numeral 10.
  • the railing 10 comprises, in the described example:
  • the clamp means 18 have a closure system of the wedge type 22.
  • the post supporting bracket 16 and 17 is clearly visible in Figure 2, which shows by way of example a post supporting bracket 16, the other post supporting bracket 17 being understood to be identical.
  • the post supporting bracket 16 comprises, with respect to a configuration for use, a load-bearing longitudinal element 24, which is constituted for example by a tube 25 having a quadrangular cross-section from which a coupling tube 26, for example having a round cross-section, for a post 11 and 12, protrudes upward.
  • the clamp means 18 are fixed to the load-bearing longitudinal element 24.
  • the clamp means 18 comprise
  • the resting plate is preset to rest against the lower surface 30 of a load-bearing beam 20, while the wedge-type closure system 22 acts against the upper surface 31 of the load-bearing beam 20, as in Figure 4.
  • the wedge-type closure system 22 comprises a tubular guiding body 32, which is constituted for example by a tubular segment having a quadrangular cross-section, with a vertical axis in the configuration for use, and a translation slider 33, which is arranged so as to slide vertically in the tubular guiding body 32.
  • the translation slider 33 which is constituted for example by a tubular segment having a quadrangular cross- section, supports at the lower end a pusher and engagement element 35, which is adapted to be pressed against the upper surface 31 of the load-bearing beam 20.
  • the downward movement of the translation slider 33 is provided by means of a wedge-shaped body 34, which is inserted in a transverse direction with respect to the vertical direction of translation of the slider 33, said wedge-shaped body 34 being inserted in corresponding through openings formed respectively in the guiding body 32 and in the slider 33.
  • the inclined side of the wedge-shaped body 34 acts by pushing against a corresponding edge or rim of the through opening on the translation slider 33, while the opposite horizontal side of the wedge-shaped body 34 rests against the upper edge or rim of the through opening 36 on the guiding body 32.
  • the wedge-shaped body 34 is in a partially extracted configuration and the translation slider 33 is in a free configuration and can be lifted manually during engagement of the post supporting bracket 16 to a load-bearing beam 20; when the bracket 16 is positioned correctly on the load-bearing beam 20, as shown in Figure 4, by striking the wedge-shaped body 34 the slider 33 is pushed, with the pusher and engagement element 35, against the upper surface 31 of the load- bearing beam, causing the closure of the clamp means 18.
  • the pusher and engagement element 35 is constituted by a cylindrical body, for example a tubular segment or a segment of solid metal rod.
  • the load-bearing longitudinal element 24 also has two centering spacing protrusions 40 and 41 , which are each constituted for example by a segment of a square tube arranged horizontally; the centering spacing protrusions 40 and 41 are arranged so as to rest against the external longitudinal lateral ridges 43 and 44 of the load-bearing beam 20, so as to prevent unwanted vertical movements of the bracket 16 with respect to the load-bearing beam 20 even in case of a wedge-type system 22 that is not operational and therefore if the clamp means 18 are not closed.
  • centering spacing protrusions 40 and 41 are adapted to rest also against the outer surface of the side 19, thus determining the distance of the load-bearing longitudinal element 24 from said side 19 of the load-bearing beam 20.
  • the coupling tube 26 is engaged in the post 1 1 and 12.
  • the post 1 1 is shown in Figure 3, it being understood that the other posts 12 are identical.
  • the post 11 comprises, in the example described herein, a tubular body 45; the tubular body 45, for example having a quadrangular cross- section, is provided on a first side with a lower resting brace 46 for a mesh or grid 13 or other similar anti-fall protection element, and on a second side with three L-shaped braces, respectively 47, 48 and 49, fixed so as to be spaced in a vertical direction, each of which cooperates with a symmetrical L-shaped brace of another post 12 to the support of an anti-fall board 1 13, 114 and 1 15, as shown in Figure 1.
  • Figure 4 shows schematically a grid 13.
  • the anti-fall grid 13 is provided with a vertical central mesh 55, an inclined lower flap 56, for resting on the brace 46, and an inclined upper flap 57 for engagement with the engagement protrusions 53 of the various posts 11 and 12.
  • the posts 1 11 and 112 are exemplified in Figure 1 as supporting anti- fall boards 113, 114 and 115, by virtue of the different arrangement on the post supporting brackets 116 and 117 with respect to the positioning of the identical posts 11 and 12 in the above-described first embodiment of the invention.
  • each post supporting bracket 116 and 117 for example the bracket 1 16 of Figures 5 and 6, comprises, with respect to a configuration for use, a load-bearing longitudinal element 124, constituted for example by a tube 125 having a quadrangular cross-section from which a coupling tube 126, for example having a round cross-section, for a post 111 and 112, protrudes upward.
  • a load-bearing longitudinal element 124 constituted for example by a tube 125 having a quadrangular cross-section from which a coupling tube 126, for example having a round cross-section, for a post 111 and 112, protrudes upward.
  • the clamp means 118 are fixed to the load-bearing longitudinal element 124.
  • the clamp means 118 are adapted to act by closure in a horizontal direction in the configuration for use and not vertically as in the first embodiment of the invention.
  • the clamp means 118 comprise
  • a first plate-like resting body 127 which is vertical, is supported by the load-bearing longitudinal element 124, and is adapted to rest against the outer face 160 of a perimetric profile 161 of a formwork panel 121 ;
  • the wedge-type closure system 122 which is fixed below the load-bearing longitudinal element 124 and is adapted to move a second plate-like body 163, which is arranged opposite the first plate-like body 127 and is adapted to define the grip of the clamp means 118 by encountering the internal face of the perimetric profile 161 of the panel 121.
  • the wedge-type closure system 122 comprises a tubular guiding body 132, which is constituted for example by a tubular segment having a quadrangular cross-section, with a horizontal axis in the configuration for use, and a translation slider 133, which is arranged so as to slide horizontally in the tubular guiding body 132.
  • the translation slider 133 constituted for example by a tubular segment having a quadrangular cross-section, bears at one end the second plate-like body 163.
  • the second plate-like body 163 is constituted by two metal plates which are contoured and bent so as to form a substantially T-shaped contour and comprise two opposite planar portions which face the first plate-like body 127.
  • the first plate-like body 127 is constituted, for example, by a tubular body having a flattened quadrangular cross-section.
  • the lateral displacement, toward the internal face of the profile 161, of the translation slider 133 is provided by means of a wedge-shaped body 134, which is inserted in a transverse direction with respect to the direction of translational motion of the slider 133, the wedge-shaped body 134 being inserted in corresponding through openings which are formed respectively in the guiding body 132 and in the slider 133, in a manner similar to what has been described above for the first embodiment of the invention.
  • the invention provides a railing with reduced space occupation and weight which can be handled not necessarily with mechanical lifting means, since the post supporting brackets, the posts and the grids or the anti-fall boards are all components that can be managed easily by a single operator or at the most by two operators, without the need to resort to particular lifting means.
  • the invention provides a railing that is very simple and can be managed with mechanisms that are easy to handle, by virtue of the wedge-type closure system of the clamp means, which can be managed easily with adapted hammers or sledgehammers.
  • the invention provides a railing that allows to perform multiple applications, specifically to provide a vertical protection that is complete, allows to protect any side of the formwork system and therefore renders the work step safe for workers in every respect, since it can be provided by means of post supporting brackets which are adapted for fixing to a load-bearing beam or by means of post supporting brackets which are adapted for fixing to a frame profile of a formwork panel.
  • the components and materials used may be any according to the requirements and the state of the art.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

La présente invention concerne un garde-corps de sécurité (10) pour coffrage pour dalles de plancher. Ledit garde-corps de sécurité comprend : - au moins deux montants de support (11, 12) pour un ou plusieurs éléments de protection antichute (13, 113, 114, 115), - pour chaque montant (11, 12), un support de montant (16, 17, 116, 117), pourvu de moyens de serrage (18, 118) pour une entrée en prise réversible avec le côté (19, 119) d'une poutre porteuse (20) ou d'un panneau de coffrage (121), les moyens de serrage (18, 118) possédant un système de fermeture de type cale (22, 122).
EP17716543.8A 2016-04-11 2017-04-11 Garde-corps de sécurité pour coffrage pour dalles de plancher Active EP3443180B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
RS20220010A RS62789B1 (sr) 2016-04-11 2017-04-11 Sigurnosna ograda za oplate za podne ploče
HRP20220049TT HRP20220049T1 (hr) 2016-04-11 2017-04-11 Sigurnosna ograda za oplate za podne ploče
SI201731046T SI3443180T1 (sl) 2016-04-11 2017-04-11 Varnostna ograja za opaž za talne plošče
PL17716543T PL3443180T3 (pl) 2016-04-11 2017-04-11 Poręcz zabezpieczająca do szalunku płyt stropowych

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITUA2016A002457A ITUA20162457A1 (it) 2016-04-11 2016-04-11 Struttura di parapetto di sicurezza per casserature per solai
PCT/EP2017/058622 WO2017178460A1 (fr) 2016-04-11 2017-04-11 Garde-corps de sécurité pour coffrage pour dalles de plancher

Publications (2)

Publication Number Publication Date
EP3443180A1 true EP3443180A1 (fr) 2019-02-20
EP3443180B1 EP3443180B1 (fr) 2021-10-13

Family

ID=56682154

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17716543.8A Active EP3443180B1 (fr) 2016-04-11 2017-04-11 Garde-corps de sécurité pour coffrage pour dalles de plancher

Country Status (10)

Country Link
EP (1) EP3443180B1 (fr)
DK (1) DK3443180T3 (fr)
ES (1) ES2903556T3 (fr)
HR (1) HRP20220049T1 (fr)
HU (1) HUE057188T2 (fr)
IT (1) ITUA20162457A1 (fr)
PL (1) PL3443180T3 (fr)
RS (1) RS62789B1 (fr)
SI (1) SI3443180T1 (fr)
WO (1) WO2017178460A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116498056A (zh) * 2023-06-27 2023-07-28 山西建设投资集团有限公司 一种带有防坠落机构的施工脚手架

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019107461A1 (de) 2019-03-22 2020-09-24 Peri Gmbh Halterung zum Halten eines Geländerbestandteils an einem Decken-Schalungspaneel
CN110185246A (zh) * 2019-06-12 2019-08-30 中建七局第四建筑有限公司 一种带收面功能的预制梁混凝土浇筑施工平台
US20220049510A1 (en) * 2020-08-17 2022-02-17 George CHARITOU Guardrail post holder for construction platform
PL441032A1 (pl) 2022-04-26 2023-10-30 Cbr Rock Master Spółka Z Ograniczoną Odpowiedzialnością Spółka Komandytowa Amortyzujący słupek asekuracyjny
DE102022211219A1 (de) 2022-10-21 2024-05-02 Doka Gmbh Halterung für einen Geländerpfosten

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2441696A1 (fr) * 1978-11-15 1980-06-13 Caron Jean Claude Dispositif garde-corps et procede pour sa mise en place, notamment dans les professions du batiment
DE9410303U1 (de) * 1994-06-23 1995-10-19 Klöber, Johannes, 58256 Ennepetal Absturzsicherung an Dächern
DE29713095U1 (de) * 1997-07-23 1998-11-26 Weglage, Georg, 49434 Neuenkirchen-Vörden Haltevorrichtung für Fangwände oder -netze zur Absturzsicherung
US6585080B2 (en) * 2001-09-06 2003-07-01 Murray Roofing Company Inc. Modular stanchion holder for removable guard rail system
AT6165U1 (de) * 2002-01-23 2003-05-26 Ringer Kg Geländersteher
ES2270686B1 (es) * 2005-01-17 2008-01-01 Sistemas Tecnicos De Encofrados, S.A. Mordaza para barandillas de proteccion en obras.
DE602005022505D1 (de) * 2005-02-23 2010-09-02 Ulma C Y E S Coop Umfangsplattenschalungssystem
ES2288140B1 (es) * 2007-03-22 2008-08-16 Sistemas Tecnicos De Encofrados S.A. Dispositivo para la prolongacion de portacorreas de soporte de encofrado de pisos.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116498056A (zh) * 2023-06-27 2023-07-28 山西建设投资集团有限公司 一种带有防坠落机构的施工脚手架
CN116498056B (zh) * 2023-06-27 2023-08-29 山西建设投资集团有限公司 一种带有防坠落机构的施工脚手架

Also Published As

Publication number Publication date
EP3443180B1 (fr) 2021-10-13
HRP20220049T1 (hr) 2022-04-01
PL3443180T3 (pl) 2022-03-28
RS62789B1 (sr) 2022-02-28
ES2903556T3 (es) 2022-04-04
DK3443180T3 (da) 2022-01-10
ITUA20162457A1 (it) 2017-10-11
HUE057188T2 (hu) 2022-04-28
SI3443180T1 (sl) 2022-04-29
WO2017178460A1 (fr) 2017-10-19

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