EP2325416B1 - Perimeter protection system for construction sites - Google Patents
Perimeter protection system for construction sites Download PDFInfo
- 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
- Authority
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 8
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Lowering Means (AREA)
Description
- 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.
- There are multiple systems to prevent the fall of persons or materials from a certain height, the most used being the simultaneous placement of gallows or tray type safety nets together with a rail type protection of the edge.
- 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.
- Simultaneously to the use of any of these systems of nets, an edge protection system must be used. In this case 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.
- Another type of system is, for example, the system described in patent
US 4 129 197 , which relates to a safety system for scaffolding. This system is formed by a series of vertical standards, of a certain length, which are fixed to the bottom of each scaffolding floor and between which a rectangular structure like a protection screen is arranged. With this system, the scaffolding floor on which work is being carried out is protected, and, once the tasks have finished, the structure is lifted, by means of a crane, to the following scaffolding floor. Therefore, this type of system does not allow simultaneously and quickly protecting several scaffolding floors, since it grows progressively with the growth of the building. - The integrational publication
WO 01/53630 A1 - 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.
- In general, the perimeter protection systems for construction sites comprise:
- guides suitable for being arranged around the perimeter of a building,
- support means configured for fixing the mentioned guides to a support surface of the mentioned building,
- protection means fixed to the mentioned guides. These protection means are usually of the previously mentioned type, i.e., safety nets and/or rails,
- 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.
- In order for the coupling between guides to be carried out quickly and simply, 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.
- As has been previously indicated, 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.
- Different alternatives, depending on the structure of the building, can be used to fix the guides to a support surface.
- 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.
- Normally, 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.
- To give consistency to the assembly and prevent the buckling of the columns, especially the upper ones, it is possible to fix them to the slab, for example, by means of a securing omega clamp which secures the guides to the slab and anchors which secure the crosspieces to the mentioned omega clamp, preventing its movement.
- To complete the description and for the purpose of aiding to better understand the features of the invention, according to a preferred embodiment thereof, a set of drawings is attached as an integral part of said description in which, the following has been depicted with an illustrative and non-limiting character:
-
Figure 1 shows a view of the guides. -
Figure 2 shows a view of the protection means. -
Figure 3 shows a view of support means. -
Figure 4 shows a view of the previous support means, fixed to a slab and to which a guide has been coupled. -
Figure 5 shows a view of the attachment profile and another view of the reinforcing profile. -
Figure 6 shows a view of the system, object of the invention, comprising three protection panels. -
Figure 6 shows an enclosure segment (1) which is formed from guides (22) vertically assembled to one another to form two support columns (2). As observed inFigure 6 , 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). As is seen in thisFigure 6 , 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.
- Then, other guides (22) which will be coupled to the first guides (22) through attachment means (5) will be placed in a vertical position. A second panel (4) which will act as a screen net will be placed.
- 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.
-
Figure 4 shows support means (31) which will fix guides (22) to a slab. As is observed in detail inFigure 3 , 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). As is seen in thisFigure 4 , only 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. On the other hand, to give consistency to the protection system and to avoid the buckling of the upper columns (2), it is possible to fix them to the slab by means of a securing omega clamp, for example. - To couple or assemble the guides (22) to one another quickly and simply, the 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).
-
Figure 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. ThisFigure 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. As is seen in thisFigure 5 , screws can be used to fix the profiles to the masts (221). - Once the coupling between two guides (22) is performed, 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.
Claims (4)
- Perimeter protection system for construction sites comprising enclosure segments (1), whereby said system comprises:• guides (22) suitable for being arranged around the perimeter of a building,• support means (31) configured to fix the mentioned guides (22) to a support surface of the building,• protection means fixed to the mentioned guides (22),wherein the mentioned enclosure segments (1) are formed from guides (22), some guides (22) are attachable to a slab through the support means (31) and other guides (22) are coupled to one another through attachment means (5) to form support columns (2), such that the vertical progression of the system is allowed, the guides (22) comprising at least a mast (221) and a plurality of crosspieces (222) attached to the mentioned mast (221) and in that the protection means are formed by protection panels (4) comprising a pair of horizontal beams (41) configured to be coupled to the crosspieces (222) of the guides (22) through attachment elements and a net (42) fixed between the mentioned beams (41),
and wherein an enclosure segment (1) is formed from guides (22) vertically assembled to form at least two support columns (2), the mentioned support columns (2) having a height which allows assembling three protection panels (4) thereto, such that the first and third panel (4) form the handrails of a first slab and a second slab, successive to the first one, and the second panel (4) is arranged between the mentioned first and third panel (4) and is configured to close the gap existing between the first and third protection panel (4),
characterized in that the support means (31) comprise a horizontal element (311) configured to be anchored to a slab, and a vertical element (312) arranged in an end of the mentioned horizontal element (311), the mentioned vertical element (312) comprising at least two securing profiles (313) configured to serve as support for at least two crossbeams (222) of the guides (22), such that the mentioned guides (22) are in a vertical position. - Perimeter protection system for construction sites according to claim 1, characterized in that the guides (22) comprise two masts (221) and a plurality of crosspieces (222) attached to the mentioned masts (221).
- Perimeter protection system for construction sites according to any of the previous claims, characterized in that the attachment means (5) comprise linking elements configured to be housed inside the masts (221) of two vertically arranged contiguous guides (22).
- Perimeter protection system for construction sites according to claim 3, characterized in that the linking elements are attachment profiles, wherein a first end of the mentioned attachment profile is housed inside the mast (221) of a first guide (22) and a second end of the mentioned profile is housed inside the mast (221) of a second guide (22) contiguous to the first one, such that the two guides (22) are vertically coupled.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09382250.0A EP2325416B1 (en) | 2009-11-20 | 2009-11-20 | Perimeter protection system for construction sites |
ES09382250.0T ES2662066T3 (en) | 2009-11-20 | 2009-11-20 | Perimeter protection system for construction sites |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09382250.0A EP2325416B1 (en) | 2009-11-20 | 2009-11-20 | Perimeter protection system for construction sites |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2325416A1 EP2325416A1 (en) | 2011-05-25 |
EP2325416B1 true EP2325416B1 (en) | 2017-12-27 |
Family
ID=42084509
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09382250.0A Active EP2325416B1 (en) | 2009-11-20 | 2009-11-20 | Perimeter protection system for construction sites |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2325416B1 (en) |
ES (1) | ES2662066T3 (en) |
Cited By (1)
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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES1284934U (en) | 2021-12-15 | 2022-01-13 | Aplicaciones Tecn Y Tecnologicas Prometal S L | Modular self-climbing system, for protection of civil works and buildings, under construction (Machine-translation by Google Translate, not legally binding) |
CN114809684B (en) * | 2022-04-29 | 2023-06-20 | 中国建筑第二工程局有限公司 | Super high-rise temporary protection device and protection method for construction site construction |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4129197A (en) * | 1975-08-13 | 1978-12-12 | Preston John C | Safety-catch scaffolding system |
DE3502659A1 (en) * | 1984-02-29 | 1985-08-29 | Müller & Baum GmbH & Co KG, 5768 Sundern | Scaffolding |
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 |
-
2009
- 2009-11-20 ES ES09382250.0T patent/ES2662066T3/en active Active
- 2009-11-20 EP EP09382250.0A patent/EP2325416B1/en active Active
Non-Patent Citations (1)
Title |
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None * |
Cited By (1)
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 |
---|---|
ES2662066T3 (en) | 2018-04-05 |
EP2325416A1 (en) | 2011-05-25 |
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