EP2325416B1 - Umfangsschutzsystem für Baustellen - Google Patents

Umfangsschutzsystem für Baustellen Download PDF

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Publication number
EP2325416B1
EP2325416B1 EP09382250.0A EP09382250A EP2325416B1 EP 2325416 B1 EP2325416 B1 EP 2325416B1 EP 09382250 A EP09382250 A EP 09382250A EP 2325416 B1 EP2325416 B1 EP 2325416B1
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EP
European Patent Office
Prior art keywords
guides
mentioned
slab
protection
attachment
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
EP09382250.0A
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English (en)
French (fr)
Other versions
EP2325416A1 (de
Inventor
Javier Resa Gaujot
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.)
Mirelena SL
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Mirelena SL
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 Mirelena SL filed Critical Mirelena SL
Priority to EP09382250.0A priority Critical patent/EP2325416B1/de
Priority to ES09382250.0T priority patent/ES2662066T3/es
Publication of EP2325416A1 publication Critical patent/EP2325416A1/de
Application granted granted Critical
Publication of EP2325416B1 publication Critical patent/EP2325416B1/de
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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
    • 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 invention is comprised in the field of the safety systems used in the construction of buildings, and more specifically, to the systems which are arranged in the perimeter of the building to prevent the fall of objects and persons.
  • the gallows system is a system comprising two rockers fixed to the slab, between which a net is placed which will be hung like a bag to collect a possible fall of persons or materials. This bag is fixed at its lower part to the slab.
  • the tray type system is a system of horizontal protection in which a net is placed between the horizontally arranged rockers.
  • an edge protection system must be used.
  • the systems normally used consist of vertical standards arranged at a certain distance between them, between which horizontal tubes or wood pieces are placed and fixed like a rail.
  • the integrational publication WO 01/53630 A1 describes a perimeter promotion system for constructions sites.
  • the system described in the present invention is of the screen type and, it allows simultaneously protecting several scaffolding floors, i.e., its progression is independent of the growth of the building, therefore it is not necessary to dismantle the assembly to protect higher floors. Furthermore, the system object of the invention is assembled quickly and simply.
  • perimeter protection systems for construction sites comprise:
  • the system, object of the invention allows obtaining enclosure segments which are formed from guides, some of which are attached to a slab through the support means and others are coupled to one another through attachment means to form support columns such that the vertical progression of the system is allowed.
  • the guides comprise at least a mast and a plurality of crosspieces attached to the mast.
  • the protection means are formed by protection panels comprising a pair of horizontal beams configured to be coupled to the crosspieces of the guides through attachment elements, for example hoops and a net fixed between the mentioned beams.
  • Each enclosure segment is formed from guides vertically assembled to shape at least two support columns, the mentioned support columns having a height which allows assembling three protection panels thereto, such that the first and third panel form the handrails of a first slab and a second slab, successive to the first one, and the second panel is arranged between the mentioned first and third panel and is configured for closing the gap existing between the first and third protection panel.
  • the guides can have a shape similar to that of a ladder, i.e., they can be formed by two masts and a plurality of crosspieces attached to the mentioned masts. This particular shape of the guides provides the structure with greater robustness.
  • the attachment means can comprise, for example, linking elements configured to be housed inside the masts of two vertically arranged guides.
  • These linking elements can be independent attachment profiles, wherein a first end of the mentioned profile is housed inside the mast of a first guide and a second end of the mentioned profile is housed inside the mast of a second guide contiguous to the first one, such that the two guides are vertically coupled.
  • the sequence of vertical coupling between guides can be the following one, attachment profiles are introduced in each mast of first guides, being secured, for example, by means of screws, a first end of the attachment profile being housed inside the masts of these first guides. The end which has remained free, i.e., which has not been housed in the masts of the first guides, is then introduced in the masts of second guides, this second end being housed inside the masts of the second guides. Side reinforcing profiles fixed in each mast by means of, for example, threaded rods can be used to give a higher consistency to this attachment.
  • each enclosure segment is formed from at least two support columns between which three panels are assembled, each of these panels having a clear and specific function.
  • the first panel i.e., the first assembly of net and beams, will act as a handrail or rail of the first scaffolding.
  • the second panel will act as a screen net, allowing furthermore a space between its upper part and the lower part of the third panel which will allow the scaffolder to use the current scaffolding systems, without the net or the system getting in his way.
  • the third panel will carried out the function of screen net initially but in a second phase will act as a handrail or rail of the following slab.
  • the support means comprise a horizontal element configured to be anchored to a slab and a vertical element, arranged in an end of the mentioned horizontal element, the mentioned vertical element comprising at least two securing profiles configured to serve as support for at least two crosspieces of the guides, such that the mentioned guides are in a vertical position.
  • any of these support means are used to fix first guides to a slab, the rest of the guides will be coupled to one another to form support columns. However, it may be necessary in certain occasions to use another support means in upper floors to fix other guides.
  • Figure 6 shows an enclosure segment (1) which is formed from guides (22) vertically assembled to one another to form two support columns (2).
  • the support columns have a height suitable to allow assembling three panels (4).
  • the panels (4) comprise a pair of beams (41) configured to be coupled to crosspieces (222) of the guides (22) and a net (42) fixed between the mentioned beams (41).
  • the first and third panel (4) form the handrails of a first slab and a second slab which is successive to the first one and the second panel (4) which is arranged between the mentioned first and third panel (4) is configured to cover the gap existing between them.
  • the assembly of an enclosure segment (1) starts with the attachment of a pair of guides (22) arranged in parallel, to a first slab through support means (31).
  • a first panel (4) is subsequently placed between the mentioned guides (22), fixing the beams (41) of the panels (4) to the crosspieces (222) of the guides (22), so that the mentioned first panel (4) acts as a rail of the first slab.
  • a third panel (4) will subsequently be placed which will be separated from the second panel (4) a distance suitable for allowing the scaffolding of the upper floor to come out without the system (1) interfering in the scaffolding tasks.
  • This third panel (4) will act as a safety rail for the upper floor, which has not been made yet.
  • FIG 4 shows support means (31) which will fix guides (22) to a slab.
  • these support means (31) are formed by a horizontal element (311) which is fixed to the slab and a vertical element (312) which is arranged in an end of the mentioned horizontal element (311), forming an "L".
  • the vertical element (312) incorporates two U-shaped securing profiles (313) open at the upper part and which are configured to serve as support for crosspieces (222) comprised by the guides (22). Since the crosspieces (222) are supported in the securing profiles (313), the guides (22) are in a vertical position to allow the coupling of more guides (22) and thus form support columns (2).
  • first guides (22) are coupled to these support means (31), other guides (22) will be directly coupled to one another, i.e., normally, these fixing means (31) are only used in a first slab. Nevertheless, it may be necessary to place another support means (31) in one of the upper floors.
  • fix them to the slab by means of a securing omega clamp, for example.
  • attachment means (5) which allow the vertical progression of the system are used.
  • These attachment means can be, for example, independent profiles which will be housed inside the masts (221) of two contiguous guides (22).
  • FIG 5 shows these profiles and, specifically, an attachment profile inserted in the mast (221) of a guide (22) and another profile, which will be introduced in other mast (221) of this same guide (22) are seen.
  • This Figure 5 shows how the attachment profile is partially housed in the mast (221), since an end of the mentioned profile projects from the mast (221).
  • To couple a second guide (22) to the first one it is only necessary to introduce the end of the projecting attachment profile through the mast (221) of a second guide (22), such that the ends of the masts (221) of the two guides (22) are in contact.
  • screws can be used to fix the profiles to the masts (221).
  • the attachment joint can be reinforced by means of a reinforcing profile with a contour similar to that of the mast (221), which is fixed to the masts (221) of the guides (22) in the area next to the attachment joint.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Lowering Means (AREA)

Claims (4)

  1. Umfangsschutzsystem für Baustellen, umfassend Einfriedungssegmente (1), wobei das System umfasst:
    - Führungen (22), die geeignet sind, um den Umfang eines Gebäudes herum angeordnet zu werden,
    - Stützeinrichtungen (31), die gestaltet sind, die genannten Führungen (22) an einer Auflagefläche des Gebäudes festzumachen,
    - Schutzmittel, die an den genannten Führungen (22) festgemacht werden, wobei die genannten Einfriedungssegmente (1) aus Führungen (22) gebildet sind, einige Führungen (22) durch die Stützeinrichtungen (31) an einer Platte verbindbar sind, und andere Führungen (22) durch Befestigungsmittel (5) miteinander verbunden werden, um Stützsäulen (2) zu bilden, so dass der vertikale Fortschritt des Systems ermöglicht wird, die Führungen (22) mindestens einen Mast (221) und eine Vielzahl von an dem genannten Mast (221) befestigten Querträgern (222) aufweisen, und dadurch, dass die Schutzmittel durch Schutzfelder (4), die ein Paar waagerechter Tragebalken (41) einschließen und gestaltet sind, um mit den Querträgern (222) der Führungen (22) durch Befestigungselemente verbunden zu werden, und ein zwischen den genannten Tragebalken (41) befestigten Netz (42) gebildet werden,
    und wobei das Einfriedungssegment (1) aus vertikal montierten Führungen (22) gebildet ist, um mindestens zwei Stützsäulen (2) zu bilden, wobei die genannten Stützsäulen (2) eine Höhe aufweisen, die das Montieren von drei Schutzfeldern (4) daran ermöglicht, so dass das erste und das dritte Feld (4) die Handleisten einer ersten Platte und einer der ersten folgenden, zweiten Platte bilden, und das zweite Feld (4) zwischen dem genannten ersten und dem dritten Feld (4) angeordnet und gestaltet ist, den zwischen dem ersten und dritten Schutzfeld (4) vorhandenen Spalt zu schließen,
    dadurch gekennzeichnet, dass die Stützeinrichtungen (31) ein waagerechtes Element (311), das gestaltet ist, um an einer Platte verankert zu werden, und ein vertikales Element (312), das an einem Ende des genannten waagerechten Elements (311) angeordnet ist, umfassen, wobei das genannte vertikale Element (312) mindestens zwei Sicherungsprofile (313) einschließt, die gestaltet sind, als Halterung für mindestens zwei Querträger (222) der Führungen (22) zu dienen, so dass die genannten Führungen (22) sich in einer vertikalen Position befinden.
  2. Umfangsschutzsystem für Baustellen nach Anspruch 1, dadurch gekennzeichnet, dass die Führungen (22) zwei Masten (221) und eine Vielzahl von an den genannten Masten (221) befestigten Querträgern (222) umfassen.
  3. Umfangsschutzsystem für Baustellen nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Befestigungsmittel (5) Verbindungselemente enthalten, die gestaltet sind, so dass sie im Innern der Masten (221) der zwei vertikal angeordneten, angrenzenden Führungen (22) aufgenommen werden.
  4. Umfangsschutzsystem für Baustellen nach Anspruch 3, dadurch gekennzeichnet, dass die Verbindungselemente Befestigungsprofile sind, wobei ein erstes Ende des genannten Befestigungsprofils im Innern des Mastes (221) einer ersten Führung (22) aufgenommen wird, und ein zweites Ende des genannten Profils im Innern des Mastes (221) einer zweiten Führung (22) angrenzend an die erste aufgenommen wird, so dass die zwei Führungen (22) vertikal verbunden sind.
EP09382250.0A 2009-11-20 2009-11-20 Umfangsschutzsystem für Baustellen Active EP2325416B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP09382250.0A EP2325416B1 (de) 2009-11-20 2009-11-20 Umfangsschutzsystem für Baustellen
ES09382250.0T ES2662066T3 (es) 2009-11-20 2009-11-20 Sistema de protección perimetral para obras en construcción

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09382250.0A EP2325416B1 (de) 2009-11-20 2009-11-20 Umfangsschutzsystem für Baustellen

Publications (2)

Publication Number Publication Date
EP2325416A1 EP2325416A1 (de) 2011-05-25
EP2325416B1 true EP2325416B1 (de) 2017-12-27

Family

ID=42084509

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09382250.0A Active EP2325416B1 (de) 2009-11-20 2009-11-20 Umfangsschutzsystem für Baustellen

Country Status (2)

Country Link
EP (1) EP2325416B1 (de)
ES (1) ES2662066T3 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10982454B2 (en) * 2017-12-15 2021-04-20 Jonathan J. Melic Safety fence assembly

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1284934U (es) 2021-12-15 2022-01-13 Aplicaciones Tecn Y Tecnologicas Prometal S L Sistema modular auto-trepante, para protección de obra civil y edificación, en construcción
CN114809684B (zh) * 2022-04-29 2023-06-20 中国建筑第二工程局有限公司 一种建筑现场施工用超高层临时防护装置及防护方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4129197A (en) * 1975-08-13 1978-12-12 Preston John C Safety-catch scaffolding system
DE3502659A1 (de) * 1984-02-29 1985-08-29 Müller & Baum GmbH & Co KG, 5768 Sundern Baugeruest
GB0001055D0 (en) * 2000-01-18 2000-03-08 Access Systems Limited Const Jacking temporary structure
US8511039B2 (en) * 2005-10-12 2013-08-20 Cameron Bruce Dougall Safety barrier for multi-storey buildings

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10982454B2 (en) * 2017-12-15 2021-04-20 Jonathan J. Melic Safety fence assembly

Also Published As

Publication number Publication date
EP2325416A1 (de) 2011-05-25
ES2662066T3 (es) 2018-04-05

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