EP3679206B1 - Système de protection anti-chute comprenant un socle de support - Google Patents

Système de protection anti-chute comprenant un socle de support Download PDF

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Publication number
EP3679206B1
EP3679206B1 EP18773935.4A EP18773935A EP3679206B1 EP 3679206 B1 EP3679206 B1 EP 3679206B1 EP 18773935 A EP18773935 A EP 18773935A EP 3679206 B1 EP3679206 B1 EP 3679206B1
Authority
EP
European Patent Office
Prior art keywords
base
cable
ring segments
fall
supporting 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.)
Active
Application number
EP18773935.4A
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German (de)
English (en)
Other versions
EP3679206A1 (fr
Inventor
Fiona Gabriella Saygivar
Sharon Naomi Saygivar
Lisa Marie Saygivar
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Individual
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Individual
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Publication of EP3679206A1 publication Critical patent/EP3679206A1/fr
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    • 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
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3276—Arrangements on buildings for connecting safety-lines
    • A—HUMAN NECESSITIES
    • A62—LIFE-SAVING; FIRE-FIGHTING
    • A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0043—Lifelines, lanyards, and anchors therefore
    • A62B35/0068—Anchors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • 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
    • E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
    • 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
    • E04G21/3252—Protections, e.g. cover, caps, against impaling on starter reinforcement bars

Definitions

  • the invention relates to a fall protection device for people with a stand base, with which the fall protection device can be set up on a subsurface consisting of individual concrete slabs, the concrete slabs being provided with upwardly projecting reinforcing elements, and an anchor mast system connected to the stand base, on the free, Personal protective equipment (PPE) is attached to the upper end.
  • PPE Personal protective equipment
  • a fall protection device with a stand base is, for example, from the publication JP 2008 035 953 A or the utility model DE 20 2016 007 169.7 U1 known.
  • such generic fall protection devices are used wherever collective protection such as side protection cannot be used or where fall arrest devices such as safety nets appear inexpedient.
  • the subject matter of this utility model is based on fall protection, which are designed like a crane and are provided with a mast system and a boom. In such safety devices, so-called personal protective devices "PPE" are arranged at the outer, upper end of the boom.
  • a safety rope is wound on a type of drum, which can be connected to a person with a type of hook.
  • the drum In the event of a fall or a jerky load on the safety rope, the drum is blocked so that the safety rope can no longer be unwound from the drum. If the safety rope is relieved again, the The drum is released again so that the person to be secured can move freely again.
  • the main area of application of such Systems are mainly found in the so-called formwork construction for ceiling formwork.
  • shuttering boards are placed on support structures, so that these shuttering boards as a whole form a type of "sub-floor” on which a concrete ceiling is poured at a later point in time.
  • Such concrete ceilings have inner iron reinforcements, so that the shuttering boards, depending on the size of the concrete ceiling to be created, have to be supported over a large area in order to be able to place several shuttering boards distributed over a large area.
  • the utility model mentioned shows that one of the most frequently used methods is based on attaching the PPE to a jib crane with a stand base and a kind of anchor mast system in order to lead the safety rope from above to the person to be secured. This method has proven to be very useful.
  • Such concrete parts or concrete slabs are characterized in that they are already partially provided with reinforcing steel. These reinforcing steels project a few centimeters above the top of this concrete slab, so that the top of these concrete slabs does not form a uniform base. Furthermore, the coefficient of friction on these upwardly protruding iron reinforcement parts is very low, so that the fall protection with its base always tends to be displaced in the event of higher lateral loads.
  • the object of the invention is to design a fall protection device with a stand base in such a way that the entire anchor mast system is prevented from shifting to the side or slipping away with little effort.
  • Two or more safety ropes are provided, which can be brought into tension connections with the reinforcement elements of the concrete slabs.
  • the safety ropes can be tensioned and the pedestal is secured immovably on the ground by tightening the safety rope.
  • the inventive design provides a fall protection with a stand base, in which the stand base, together with the applied anchor mast system, cannot safely be moved on a "ceiling formwork" consisting of a prefabricated concrete slab.
  • two or more safety ropes are provided which can be brought into connection with the reinforcement elements of the concrete slabs.
  • these safety ropes can also be tensioned so that the stand base is secured immovably on the ground by tightening the safety ropes.
  • the safety ropes can be an integral part of the pedestal. However, since this in itself means a special type of construction effort for the pedestal, such cable securing devices can also be designed in a different manner.
  • the cable securing devices are provided with cable winches for tensioning, which are connected to the stand base directly or indirectly via upwardly projecting stand posts.
  • the cable safety devices with the cable winches and the support posts are part of a separate stand plate on which the stand base of the fall protection device can be set up in a stationary manner.
  • the rope protection for the entire anchor mast system or the entire fall protection is tion variably applicable. Does the subsurface allow the fall protection with its stand base for itself without? the risk of "slipping away" can be set up, as is the case, for example, on simple shuttering boards, a rope safety device is not required. Accordingly, the fall protection can be used in such a case without additional precautions.
  • an additional base plate can be provided between the base and these reinforcement parts of the concrete slabs, which with the cable safety devices and the winches and the associated support post is provided. Thanks to the additional or separate base plate, each fall protection device can be set up so that it cannot be displaced if necessary.
  • the base plate consists of several ring-shaped ring segments, and that the ring segments are polygonal or circular, and that the ring segments are fixedly connected to one another via radially extending connecting struts.
  • These ring segments can also consist of separate steel parts or steel plates in the circumferential direction, which together form these ring-shaped ring segments.
  • the provision of these ring segments in particular results in a weight saving while at the same time having a large-area load-bearing capacity of the base plate.
  • the ring segments are at a radial distance from one another and, with their downwardly directed surface sections, form the contact surface for the pedestal of the fall protection device placed on the top.
  • Fig. 1 shows a perspective view of a pedestal 1, like this one in the fall protection according to FIG DE 20 2016 007 169.7 U1 is used. How out Fig. 1 As can be seen, this stand base 1 has a central mounting plate 2, which is used for fixed and rotatable mountings of an anchor mast system, as is described in the aforementioned German utility model. In this respect, reference is made here in full to the fall protection according to the utility model mentioned.
  • the stand base 1 has recesses 3 and 4 opposite one another with respect to the mounting plate 2, in the edge regions of which vertically aligned stand posts 5, 6 and 7, 8 are respectively arranged.
  • the base 1 on a kind of stand plate 10 is set up and is fixedly connected to it.
  • the base 1 and the base plate 10 have polygonal, identically designed outer contours, so that the base 1 can be set up to fit on the base plate 10.
  • the stand base 1 can be connected to the stand plate 10 in a fixed manner.
  • the posts 5, 6 as well as 7 and 8 can be fixedly connected to the base plate 10 in the correspondingly shown position in the edge region of the two recesses 3 and 4 and not necessarily fixedly arranged on the base 1.
  • both variants are also conceivable here.
  • the base 1 can be used together with the posts 5, 6 and 7, 8 without the additional base 10.
  • Fig. 1 Next is off Fig. 1 it can be seen that the posts 5, 6, 7 and 8 are each provided with a cable winch 15, 16, 17 and 18 in their upper end area. These winches 15 to 18 are used to accommodate corresponding cable safety devices, which in Fig. 1 are not shown separately.
  • Fig. 1 is shown with respect to these winches 15, 16, 17 and 18, these have associated cable drums 19, 20, 21 and 22, which can be driven to rotate manually via corresponding hand cranks 23, 24, 25 and 26.
  • These cranks 23, 24, 25, 26 can be locked so that ropes wound on the cable drums 19, 20, 21 and 22 (not shown in the drawing) can be tensioned so that the base 1 together with the base plate 10 against a substrate Slipping is secured.
  • FIG. 2 a perspective view of a possible embodiment of a separate base plate 10, which is provided with the four posts 5, 6, 7 and 8 and their winches 15, 16, 17 and 18. It is off Fig. 2 It can be seen that this base plate 10 consists of two annular ring segments 30, 31 lying one inside the other and a central circular disk 32. The division of the base plate 10 into the two ring segments 30 and 31 as well as the central circular disk 32 serves in particular to save weight, the width of the ring segments being designed in such a way that a sufficiently large contact area to support the base 1 to be placed on Fig. 1 is available.
  • the entire construction of the base plate can be designed as a welded construction. As a result, a high level of stability of the entire base plate 10 is achieved in particular.
  • the individual ring segments 30, 31 themselves can in turn be formed from individual segments which are arranged in different circumferential sections and are not designated in any more detail in the drawing.
  • the base plate 10 serves to hold the base plate 1 on the top, and via the cable securing devices of its posts 5, 6, 7 and 8 or the associated winches 15, 16, 17 and 18 for immovable fixation of the base plate 1 on a concrete slab 40, like this one exemplary Fig. 3 is removable.
  • the concrete slab 40 is provided with iron reinforcement elements 41, which protrude vertically upwards from the top side towards the standing slabs 10.
  • These iron reinforcement elements 41 form due to their vertical protrusion at the same time the support elements for the base plate 10 and thus indirectly also for the base 1, which as in Fig. 1 shown, can be placed stationary on the base plate 10 and can be connected to it.
  • the winches 15, 16, 17 and 18 with their corresponding cranks 19, 20, 21 and 22 are provided.
  • FIG. 4 a perspective view of the stand plate 10 placed on the iron reinforcement elements 41 of the concrete slab 40, on which the stand base 1 is in turn fixedly mounted. It can be seen that the cable winches 15, 16, 17 and 18 are aligned in different orientations to each other, so that corresponding tensioning cables wound on the cable drums 19, 20, 21 and 22 can be tensioned to secure the cables against individual upwardly protruding iron reinforcement parts 41.
  • the stand base 1 is equipped with an anchor mast system during normal operation, a fall protection for people is guaranteed, since in particular the anchor mast system together with the stand base 1 is fixed immovably on the concrete slab 40 or its iron reinforcement elements 41.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Emergency Lowering Means (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (4)

  1. Dispositif de sécurité antichute de personnes avec un piédestal (1) avec lequel le dispositif de sécurité antichute peut être mis en place sur un support composé de dalles de béton individuelles (40), cependant que les dalles de béton (40) sont pourvues d'éléments d'armature en fer (41) faisant saillie vers le haut et d'un système de mât d'ancrage qui est en relation avec le piédestal (1), système à l'extrémité supérieure libre duquel un équipement de protection individuelle est fixé, deux ou plusieurs sécurités par câbles (50, 51, 52, 53) étant prévues qui sont susceptibles d'être amenées en liaison avec les éléments d'armature en fer (41) des dalles de béton (40) et les sécurités par câbles (50, 51, 52, 53) pouvant être tendues,
    caractérisé en ce
    que le piédestal (1) est sécurisé sur le support de manière immuable par la tension des sécurités par câbles (50, 51, 52, 53), les sécurités par câbles (50, 51, 52, 53) étant pourvues de treuils (15, 16, 17, 18) pour la tension qui sont en relation avec le piédestal (1) de manière directe ou indirecte par des poteaux (5, 6, 7, 8) faisant saillie vers le haut.
  2. Dispositif de sécurité antichute selon la revendication 1,
    caractérisé en ce
    que les sécurités par câbles (50, 51, 52, 53) avec les treuils (15, 16, 17, 18) et les poteaux (5, 6, 7, 8) font partie d'une plaque de support séparée (10) sur laquelle le piédestal (1) du dispositif de sécurité antichute peut être mis en place de manière fixe.
  3. Dispositif de sécurité antichute selon la revendication 2,
    caractérisé en ce
    que la plaque de support (10) se compose de plusieurs segments annulaires (30, 31) en forme d'anneau, que les segments annulaires (30, 31) sont configurés polygonaux ou circulaires et que les segments annulaires (30, 31) sont en relation entre eux de manière fixe par des entretoises de liaison (35, 36) qui s'étendent dans le sens radial.
  4. Dispositif de sécurité antichute selon la revendication 3,
    caractérisé en ce
    que les segments annulaires (30, 31) présentent une distance radiale l'un par rapport à l'autre et forment, avec leurs portions de surface orientées vers le bas, la surface de pose pour le piédestal (1) du dispositif de sécurité antichute, piédestal qui est mis en place sur son côté supérieur.
EP18773935.4A 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support Active EP3679206B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017008481.5A DE102017008481A1 (de) 2017-09-08 2017-09-08 Absturzsicherung mit Standsockel
PCT/EP2018/000428 WO2019048078A1 (fr) 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support

Publications (2)

Publication Number Publication Date
EP3679206A1 EP3679206A1 (fr) 2020-07-15
EP3679206B1 true EP3679206B1 (fr) 2021-10-13

Family

ID=63683126

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18773935.4A Active EP3679206B1 (fr) 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support

Country Status (5)

Country Link
US (1) US11078676B2 (fr)
EP (1) EP3679206B1 (fr)
DE (1) DE102017008481A1 (fr)
ES (1) ES2901548T3 (fr)
WO (1) WO2019048078A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4756151A1 (fr) 2024-12-09 2026-06-10 Claudio Giger Dispositif de fixation destiné à être fixé à un support, procede de montage et demontage a un support.

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016106533A1 (de) * 2016-04-08 2017-10-12 Bornack Gmbh & Co. Kg Sicherungssäule
DE202020005496U1 (de) 2020-05-22 2021-06-16 Co-Baustahl Gmbh & Co. Kg Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen
DE202020005663U1 (de) 2020-05-22 2021-12-16 Co-Baustahl Gmbh & Co. Kg Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen
DE102020113801B4 (de) 2020-05-22 2022-05-05 Co-Baustahl GmbH & Co KG Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen
US20220228387A1 (en) * 2021-01-21 2022-07-21 Rooftop Anchor, Inc. Triangular-shaped mounting device
US20230021139A1 (en) * 2021-07-19 2023-01-19 Nawar Kzeer Roof Anchor

Family Cites Families (13)

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Publication number Priority date Publication date Assignee Title
US6036146A (en) 1998-04-03 2000-03-14 Kilroy Structural Steel Co. Safety cable system
GB9920634D0 (en) 1999-09-02 1999-11-03 Crawford Harry Anchor device
IT1313752B1 (it) 1999-09-09 2002-09-17 Sergio Zambelli Dispositivo antinfortunistico per edifici,particolarmente per ilmontaggio di manufatti prefabbricati in calcestruzzo o simili
US6779630B2 (en) 2000-10-10 2004-08-24 Gary E. Choate Rebar stanchion horizontal lifeline fall arrest system
US6695095B1 (en) * 2002-07-09 2004-02-24 Gary J. Franke Fall protection restraint apparatus
US20050098381A1 (en) * 2003-10-23 2005-05-12 Flaherty Brian J. Roofing safety cable system and method
JP4716948B2 (ja) 2006-08-02 2011-07-06 中国電力株式会社 安全ロープ張設用支持金具
DE102006054408A1 (de) 2006-11-18 2008-06-05 OBS Objekt-Begrünungs-Systeme GmbH Absturzsicherung
DE102008012232A1 (de) 2008-03-03 2009-09-10 App Dachgarten Gmbh Transportable Absturzsicherung
US20140224579A1 (en) * 2013-02-13 2014-08-14 Allan Joseph Balascak Fall protection system
WO2018013792A1 (fr) * 2016-07-14 2018-01-18 D & T Industrial Supplies, Inc. Système d'avertissement de périmètre
DE102016012321A1 (de) 2016-10-17 2018-04-19 Fiona Gabriella Saygivar Absturzsicherung für Personen
US10415261B2 (en) * 2016-11-01 2019-09-17 Darrell Allen Outrigger support

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4756151A1 (fr) 2024-12-09 2026-06-10 Claudio Giger Dispositif de fixation destiné à être fixé à un support, procede de montage et demontage a un support.

Also Published As

Publication number Publication date
WO2019048078A1 (fr) 2019-03-14
DE102017008481A1 (de) 2019-03-14
US20200284054A1 (en) 2020-09-10
ES2901548T3 (es) 2022-03-22
US11078676B2 (en) 2021-08-03
EP3679206A1 (fr) 2020-07-15

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