WO2012017460A1 - An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method - Google Patents

An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method Download PDF

Info

Publication number
WO2012017460A1
WO2012017460A1 PCT/IT2010/000359 IT2010000359W WO2012017460A1 WO 2012017460 A1 WO2012017460 A1 WO 2012017460A1 IT 2010000359 W IT2010000359 W IT 2010000359W WO 2012017460 A1 WO2012017460 A1 WO 2012017460A1
Authority
WO
WIPO (PCT)
Prior art keywords
sheet pile
ground
plate
supporting structure
foundation
Prior art date
Application number
PCT/IT2010/000359
Other languages
French (fr)
Inventor
Giampaolo Tizzoni
Original Assignee
Urbantech S.R.L.
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
Priority to CN201080068496.6A priority Critical patent/CN103097611B/en
Priority to US13/811,460 priority patent/US8733499B2/en
Priority to EA201390204A priority patent/EA022942B1/en
Priority to DK10763870.2T priority patent/DK2601352T3/en
Priority to CA2806653A priority patent/CA2806653A1/en
Priority to BR112013001949A priority patent/BR112013001949A2/en
Priority to PCT/IT2010/000359 priority patent/WO2012017460A1/en
Priority to UAA201302797A priority patent/UA104552C2/en
Application filed by Urbantech S.R.L. filed Critical Urbantech S.R.L.
Priority to EP10763870.2A priority patent/EP2601352B1/en
Priority to PL10763870T priority patent/PL2601352T3/en
Priority to ES10763870.2T priority patent/ES2532148T3/en
Priority to MA35717A priority patent/MA34515B1/en
Priority to SI201030892T priority patent/SI2601352T1/en
Priority to ITPI2011A000005A priority patent/IT1404917B1/en
Publication of WO2012017460A1 publication Critical patent/WO2012017460A1/en
Priority to TNP2013000037A priority patent/TN2013000037A1/en
Priority to HRP20150301TT priority patent/HRP20150301T1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0047—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with open cavities, e.g. for covering sunken roads
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0029—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with porous surfaces, e.g. concrete with porous fillers

Definitions

  • the present invention refers to the technical field relative to the installation of anti-noise barriers in general.
  • the invention concerns a supporting structure for anti-noise barriers which, at the same time, serves as foundation base for the barrier and as supporting structural post for the panels, thus allowing a structural arrangement in loco that is quick and realizable in a single phase.
  • Anti-noise barriers have long been commonly known used for circumscribing certain areas or delimiting street and/or train sections in order to protect built-up areas from the noise impact due to the continuous transit of vehicles or trains.
  • the background art comprises a first realization phase of the foundation through the insertion on the ground of piles of a length of even up to ten metres.
  • a second completion phase of the foundation involves the realization of a formwork in loco arranged on top of the piles in such a way as to be able to realize a concrete casting for the formation of a thick plinth that leans on such piles.
  • the laying underground depth of the piles is such that the formwork, which leans on them, results to be underground as well so as to find itself substantially at ground level.
  • the heads of the piles therefore result dipped directly in the concrete of the plinth once hardened.
  • a third phase is comprised of connection of the structural posts to the foundation through plates and log bolts.
  • the fourth phase involves the connection of the anti-noise panels to the posts so as to complete the barrier.
  • connection of two elements not only renders always longer and more complex the assembly operation but also increases the production costs since it is necessary to count with an appropriate connection carpentry.
  • said elements arranged for the connection between two structural elements further introduce a high structural criticality since they must be dimensioned appropriately.
  • such connections present criticality as to the alignments and the verticality of the post with respect to the foundation to such point as to need to foresee tolerances to correct eventual maladjustments in the assembly phase.
  • the aim of the present invention to provide a supporting structure for a barrier, and the relative assembly method of the same, that is configured in such a way as to be able to perform at the same time the function of foundation and of structural post for the panels so as to significantly simplify the structure as a whole, reduce the production costs and, above all, speed up the installation.
  • an anti-noise barrier (20, 21) preferably a barrier with Porenbeton panels (autoclaved cellular concrete, Autoclaved Aerated Concrete - AAC) , as per claim 1.
  • the foundation and the structural post of the barrier are now realized through a single continuous element in the form of a shaped sheet (2) to vibro-drive, for example the sheet pile (2).
  • the said sheet comprises a first part (2') and a second part (2'') of such a length that, in use, the second part (2'') results insertable on the ground (50) to realize the foundation while, at the same time, the first part (2' ) will result emerging from the ground upwards and provided with connection means (4, 5) through which to be able to subsequently connect the sound-absorbent panels (6).
  • it can further be comprised a plate
  • the plate (3) for hardening and for supporting a panel interposed between the first part (2' ) and the second part (2'') and rigidly connected to the sheet pile in such a way that, in use, the said plate (3) can harden the sheet pile in the fixing point on the ground (50) .
  • Such plate also serves, during the assembly phase, as support for the panels so that the same can be overlapped one to the other from the ground upwards.
  • the plate realizes a "stop", that is it defines the zero height of barrier start and the penetration depth on the ground.
  • the plate is therefore welded to the sheet pile so as to form a single element.
  • the plate comprises a first horizontal surface (3'), substantially orthogonal with respect to the vertical axis (10) of the sheet pile, and a second surface (3''), orthogonal to the said first surface (3')/ in such a way that, in use, the said second surface results insertable on the ground (50) in correspondence of the reaching of the end stroke against the ground of the first surface (3'), thus realizing a seal action.
  • the plate (3) is realized in at least two parts rigidly connected to the sheet pile at a predetermined height.
  • the plate can comprise a slot of a shape coinciding with the section of the sheet pile and through which the plate is made to slide along the sheet pile up to the pre-chosen height and rigidly connected to it.
  • connection means (4, 5) are also comprised that include at least a guide (4) arranged along the first part (2' ) of the sheet pile (2) and into which one or more fixing brackets (5) are assembled in a sliding manner to which to be able to connect the panels through, for example, screws and bolts.
  • one or more hardening elements (7) can also be comprised, including at least a beam (7) or a gusset (7) emerging upwards from the plate (3) and welded to the plate (3) or contextually welded to the plate and to the sheet pile.
  • levelling means (8) can further be comprised configured to verify, during the installation, the orthogonality of the axis (10) of the sheet pile (2) with respect to the ground (50) .
  • two guides (4) can be included, each one arranged along a wing of the sheet pile.
  • an anti-noise barrier preferably a Porenbeton barrier, comprising: - A foundation (2'') on which one or more than one structural posts (2' ) are erected and;
  • One or more than one sound-absorbent panels (6) overlapped and connected to the said structural posts (2');
  • the foundation and the structural post are a single continuous element in the form of a shaped sheet, preferably a sheet pile (2) , comprising a first part (2' ) and a second part (2'') of such a length that, in use, the said second part (2'') results insertable on the ground (50) to realize the foundation, while, contextually, the first part (2' ) results emerging from the ground upwards and is provided with connection means (4, 5) through which the sound- absorbent panels (6) are connected in such a way that the arrangement on the ground of the foundation and of the structural post results realizable in a single phase.
  • the insertion comprising the operation of sinking of the sheet pile on the ground until the reaching of the end stroke of the hardening plate (3) in such a way that the first part (2' ) of the sheet pile (2), provided with connection means (4, 5), results emerging out of the ground;
  • connection means (4, 5) to the first part (2') of the sheet pile.
  • FIG. 1 shows in axonometric view a supporting structure 1 in accordance with the present invention
  • FIG. 2 shows in top view a possible embodiment of the hardening plate provided with a slot into which the sheet pile is coupled by welding to form a single piece;
  • FIG. 3 shows in axonometric view a supporting structure 1 in accordance with the invention wherein the order of overlapping of the panels is highlighted from the plate 3 upwards.
  • FIG. 4 shows in front and top view a barrier realized through two modules 20 and 21 and comprising a supporting structure 1 in accordance with the invention.
  • a supporting structure 1 is described for an anti-noise barrier in accordance with the present invention.
  • the supporting structure 1 comprises a shaped sheet 2 to vibro-drive on the ground of any section and material.
  • the shaped sheet 2 can therefore be constituted, in accordance with the preferred configuration of the invention, by a simple sheet pile 2 with S section. Nevertheless, it is clear that other types of shaped sheets different from the sheet pile can be used without for this moving apart from the present inventive concept.
  • the sheet pile carries integrated to it a plate (3) for hardening and for supporting a panel connected in a stable way to the sheet pile at a predetermined height.
  • the plate is realized substantially L- shaped, in such a way as to comprise a first horizontal surface 3' , that is substantially orthogonal to the vertical axis of the sheet pile 10, and a second vertical surface 3'' arranged at a right angle with respect to the first surface 3' and therefore parallel to the said axis 10.
  • the plate 3 described is L- shaped, other shapes can be realized and without for this moving apart from the present inventive concept.
  • a flat plate could be realized comprising the single part 3' orthogonal to the axis 10.
  • the sheet pile 2 and the plate 3 thus configured constitute, in accordance with the invention, a single piece pre-assembled in plant before the installation.
  • the plate 3 can be realized in two parts which are subsequently welded on the sheet pile (before the installation) in an opposed manner one to the other and at a pre-chosen height.
  • a second alternative would be the realization of a metallic casting in such a way as to form a sheet pile in a single piece already provided with such a plate.
  • Figure 2 shows, just for exemplification purposes and therefore not in a limiting manner, some preferred dimensions of plate 3, that is about 80cmx70cm.
  • the plate 3, as shown in figure 1, can also comprise in all the cases described hardening arms 9.
  • the sheet pile and the plate therefore realize a single element pre-assembled in plant before the installation.
  • the plate 3 theoretically subdivides the sheet piles into two parts, that is a first part 2' that emerges upwards from the first surface 3' in the opposite direction to that of the second vertical surface 3' ' and a second part 2 ' ' arranged from the development part of the second vertical surface 3'' of the plate 3.
  • the sheet pile comprises appropriate connection means (4, 5) that allow, as better described below, to connect in an overlapped manner one or more than one panels 6 to the sheet pile itself in the first part 2' of the same.
  • the said connection means therefore comprise two guides 4, preferably of the "Halfen” type, arranged each one respectively on a wing of the sheet pile.
  • the guides 4 hold fixing brackets 5, sliding along the guides in such a way that continuously the panels can be overlapped one to the other, while they are fixed to the sheet pile inserting the flaok bracket 5 into the guide and nailing the flaok bracket 5 at the top of the panel 6.
  • a further hardening element 7 for the sheet pile for example metallic gussets or an H-beam 7, is rigidly connected to the horizontal surface 3' of the plate 3 and develops in height in the direction of the first part 2' of the sheet plate.
  • Such element has therefore the function of further hardening in order to limit the deflections of the first part 2' of sheet pile around the plate 3. For this reason, its height is much inferior if compared to the overall length of the sheet pile.
  • the overall length of the sheet pile can in fact be pre-chosen around, for example, the 12 metres, with the second part 2 ' ' of a length from 4 to 9 m and the overhanging part 2 ' of a length of about 5m or function of the total height of the anti-noise barrier requested.
  • the overall length of the H-beam 7 can therefore be from about 0,5m to 1,5m and can eventually be connected by welding. Moreover, the gusset or the beam 7 is welded to both the sheet pile 2 - plate 3 elements in order to increase the rigidity around the critical fixing point.
  • two of the said hardening elements 7 are preferably comprised, arranged on two opposed parts of the sheet pile, for example in correspondence of the two wings in case of S sections.
  • always figure 1 further shows a levelling element 8, for example an electronic sensor or mechanical systems like the plumb line, able to verify the perfect orthogonality of the axis 10 with respect to the ground when the sheet pile is set, as described below.
  • a levelling element 8 for example an electronic sensor or mechanical systems like the plumb line, able to verify the perfect orthogonality of the axis 10 with respect to the ground when the sheet pile is set, as described below.
  • Figure 4 represents, in a non limiting manner and just for exemplification purposes, a barrier realized by just two modules 20 and 21 arranged in accordance with the present structure 1.
  • a plurality of supporting structures 1 are arranged along the assembly line as described.
  • the sheet pile is inserted on the ground 50 whose overall length is such that the part 2'' destined to be set on the ground reaches a proper depth so as to function as foundation (therefore, a depth of about 7m, for example) , while the part 2' emerging from the ground 50 will have the pre-established height of the barrier that is intended to be built (for example 5m) .
  • the sheet pile carries integrated to it, forming a single element, the plate (3) for hardening and for supporting a panel arranged at the height that subdivides exactly the part 2 ' ' destined to be driven on the ground from that 2' emerging from the ground and to which to connect the panels through the guides 4 .
  • such plate 3 is very important since it has four effects.
  • the first one is that of particularly hardening the structure in the point of maximum stress, that is the fixing point of the sheet pile on the ground 50.
  • it serves as stop to indicate the height of barrier start and therefore the depth of insertion on the ground, rendering the operation of insertion and assembly quicker and more precise.
  • it realizes a physical support for the panels.
  • it serves as physical support for all the eventual accessory components that serve, for example, to indicate the perfect orthogonality of insertion of the sheet plate with respect to the ground.
  • the plate 3 described in figure 1 comprises a second surface 3' ' orthogonal to the surface 3' .
  • the function of such second surface 3' ' is particularly important as well since it realizes a grasping tooth 3' ' that is driven on the ground. In such a manner, in the case of sloppy or steep ground, it functions as seal, which contributes to the overall stability of the barrier and thus constitutes a further fixing element on the "mountain" side of the slope .
  • the beginning is generally from bottom (that is from the plate 3) on which the first panel leans and connected to the sheet pile through the bracket
  • the bracket 5 can be sliding along the guide in such a way as to facilitate the assembly.
  • a second flask 5 is fixed to a second panel and the flask 5 is made to slide along the guide 4 until the second panel is overlapped to the first in contact. This is done for all the height of the part 2' of the sheet pile emerging from the ground so as to complete the barrier.
  • Porenbeton barriers that is autoclaved cellular concrete (autoclaved aerated concrete-AAC) , it is anyway clear that the same lends itself well also to the use of panels of other material and nature such as, for example, wood or concrete or lightened concrete or leca or concrete and wooden, aluminium or iron fibres.
  • the preferred embodiment of the invention describes the use of a sheet pile.
  • the same inventive concept could anyway apply to other equivalent elements suitable for being inserted on the ground, such as a pile having the technical features described.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Foundations (AREA)
  • Braking Arrangements (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Input Circuits Of Receivers And Coupling Of Receivers And Audio Equipment (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Building Environments (AREA)

Abstract

The present invention concerns a supporting structure (1) for an anti-noise barrier (20, 21) and relative assembly method. In accordance with the invention, the foundation and the structural post of the barrier are a single continuous piece in the shape of a sheet pile (2). The sheet pile comprises a first part (2') and a second part (2'') of such a length that, in use, the second part (2'') results insertable on the ground (50) to realize the foundation, while, contextually, the first part (2') results emerging from the ground upwards. The first part of the sheet pile (2'), besides, is provided with connection means (4, 5) through which to be able to connect the sound-absorbent panels (6), and with a plate (3) on which to lean the panels themselves in such a way that the arrangement on the ground of the foundation and of the structural post results realizable in a single phase to then proceed with the second phase of application of the panels.

Description

TITLE
AN IMPROVEMENT OF A SUPPORTING STRUCTURE FOR AN ANTI-NOISE BARRIER WHEREIN FOUNDATIONS AND LIFTING POST ARE REALIZED IN A SINGLE ELEMENT AND RELATIVE ASSEMBLY METHOD
Technical Field
The present invention refers to the technical field relative to the installation of anti-noise barriers in general.
In particular, the invention concerns a supporting structure for anti-noise barriers which, at the same time, serves as foundation base for the barrier and as supporting structural post for the panels, thus allowing a structural arrangement in loco that is quick and realizable in a single phase.
Background Art
Anti-noise barriers have long been commonly known used for circumscribing certain areas or delimiting street and/or train sections in order to protect built-up areas from the noise impact due to the continuous transit of vehicles or trains.
It is known that the barrier is therefore erected on an appropriate supporting foundation along the pre-chosen section of installation.
The background art comprises a first realization phase of the foundation through the insertion on the ground of piles of a length of even up to ten metres. Subsequently, a second completion phase of the foundation involves the realization of a formwork in loco arranged on top of the piles in such a way as to be able to realize a concrete casting for the formation of a thick plinth that leans on such piles. The laying underground depth of the piles is such that the formwork, which leans on them, results to be underground as well so as to find itself substantially at ground level. In accordance with such a realization solution, the heads of the piles therefore result dipped directly in the concrete of the plinth once hardened.
Subsequently, once the complex operation of arrangement of the foundation is completed, a third phase is comprised of connection of the structural posts to the foundation through plates and log bolts. Last, the fourth phase involves the connection of the anti-noise panels to the posts so as to complete the barrier.
Structurally, such a technical solution is not advantageous since it requires four phases of elaboration of which the first two are surely very complex and laborious because they refer to the realization of the foundation. In that sense, it is clear that the background art of realization implies long times of building yard and high costs.
Moreover, both in accordance with the background art described and also in accordance with other eventual alternative techniques, it is always necessary anyway to foresee a phase of connection of the foundation to the supporting structural elements of the barrier, that is the posts to which the panels are connected.
As it is well known, the connection of two elements not only renders always longer and more complex the assembly operation but also increases the production costs since it is necessary to count with an appropriate connection carpentry. It is also clear that the said elements arranged for the connection between two structural elements (in that case foundation and post) further introduce a high structural criticality since they must be dimensioned appropriately. In addition, such connections present criticality as to the alignments and the verticality of the post with respect to the foundation to such point as to need to foresee tolerances to correct eventual maladjustments in the assembly phase.
Disclosure of invention
It is therefore the aim of the present invention to provide a supporting structure for a barrier in general, particularly an anti-noise barrier, that solves at least in part the above-mentioned technical inconveniences.
In particular, it is the aim of the present invention to provide a supporting structure for a barrier, and the relative assembly method of the same, that is configured in such a way as to be able to perform at the same time the function of foundation and of structural post for the panels so as to significantly simplify the structure as a whole, reduce the production costs and, above all, speed up the installation.
It is also the aim of the present invention to eliminate any joint element in order to guarantee an easier alignment and a precise verticality of the structure, at the same time reducing the realization times and costs and eliminating potential weakening points of the structure that may cause accidental breakings.
These and other aims are therefore obtained with the present supporting structure (1) for an anti-noise barrier (20, 21) , preferably a barrier with Porenbeton panels (autoclaved cellular concrete, Autoclaved Aerated Concrete - AAC) , as per claim 1.
In accordance with the invention, the foundation and the structural post of the barrier are now realized through a single continuous element in the form of a shaped sheet (2) to vibro-drive, for example the sheet pile (2).
In such a manner, unlike the background art, wherein foundation and posts were constituted by two distinct components connected between them in loco with appropriate carpentry only .after the arrangement of the foundation on the ground, it is now possible to operate a simple insertion on the ground of such shaped sheet (2) at the pre-chosen depth, thus allowing to realize in a single phase both the foundation and the structural post to which to connect the panels.
In particular, the said sheet comprises a first part (2') and a second part (2'') of such a length that, in use, the second part (2'') results insertable on the ground (50) to realize the foundation while, at the same time, the first part (2' ) will result emerging from the ground upwards and provided with connection means (4, 5) through which to be able to subsequently connect the sound-absorbent panels (6).
In such a manner, the overall assembly of the barrier, generally realized in four phases, is now completed in only two phases, that is sheet pile drive and panel assembly.
Advantageously, it can further be comprised a plate
(3) for hardening and for supporting a panel interposed between the first part (2' ) and the second part (2'') and rigidly connected to the sheet pile in such a way that, in use, the said plate (3) can harden the sheet pile in the fixing point on the ground (50) . Such plate also serves, during the assembly phase, as support for the panels so that the same can be overlapped one to the other from the ground upwards. Last, the plate realizes a "stop", that is it defines the zero height of barrier start and the penetration depth on the ground.
The plate is therefore welded to the sheet pile so as to form a single element.
Advantageously, the plate comprises a first horizontal surface (3'), substantially orthogonal with respect to the vertical axis (10) of the sheet pile, and a second surface (3''), orthogonal to the said first surface (3')/ in such a way that, in use, the said second surface results insertable on the ground (50) in correspondence of the reaching of the end stroke against the ground of the first surface (3'), thus realizing a seal action.
In a possible embodiment, advantageously, the plate (3) is realized in at least two parts rigidly connected to the sheet pile at a predetermined height.
As an alternative, advantageously, the plate can comprise a slot of a shape coinciding with the section of the sheet pile and through which the plate is made to slide along the sheet pile up to the pre-chosen height and rigidly connected to it.
Advantageously, connection means (4, 5) are also comprised that include at least a guide (4) arranged along the first part (2' ) of the sheet pile (2) and into which one or more fixing brackets (5) are assembled in a sliding manner to which to be able to connect the panels through, for example, screws and bolts.
Advantageously, one or more hardening elements (7) can also be comprised, including at least a beam (7) or a gusset (7) emerging upwards from the plate (3) and welded to the plate (3) or contextually welded to the plate and to the sheet pile.
Advantageously, levelling means (8) can further be comprised configured to verify, during the installation, the orthogonality of the axis (10) of the sheet pile (2) with respect to the ground (50) .
Advantageously, for example, in the case of a sheet pile with S section, two guides (4) can be included, each one arranged along a wing of the sheet pile.
It is also described here an anti-noise barrier, preferably a Porenbeton barrier, comprising: - A foundation (2'') on which one or more than one structural posts (2' ) are erected and;
- One or more than one sound-absorbent panels (6) overlapped and connected to the said structural posts (2');
and wherein, further, the foundation and the structural post are a single continuous element in the form of a shaped sheet, preferably a sheet pile (2) , comprising a first part (2' ) and a second part (2'') of such a length that, in use, the said second part (2'') results insertable on the ground (50) to realize the foundation, while, contextually, the first part (2' ) results emerging from the ground upwards and is provided with connection means (4, 5) through which the sound- absorbent panels (6) are connected in such a way that the arrangement on the ground of the foundation and of the structural post results realizable in a single phase.
Last, it is described here also a method for the arrangement of an anti-noise barrier along an assembly line and comprising the operations of:
- Insertion on the ground of one or more than one sheet piles (2) as described along the said assembly line, the insertion comprising the operation of sinking of the sheet pile on the ground until the reaching of the end stroke of the hardening plate (3) in such a way that the first part (2' ) of the sheet pile (2), provided with connection means (4, 5), results emerging out of the ground;
- Connection of the sound-absorbent panels, through the said connection means (4, 5) to the first part (2') of the sheet pile.
Brief description of drawings
Further features and advantages of the present invention will result clearer with the description of some embodiments that follows, made to illustrate but not to limit, with reference to the annexed drawings, wherein:
- Figure 1 shows in axonometric view a supporting structure 1 in accordance with the present invention;
- Figure 2 shows in top view a possible embodiment of the hardening plate provided with a slot into which the sheet pile is coupled by welding to form a single piece;
- Figure 3 shows in axonometric view a supporting structure 1 in accordance with the invention wherein the order of overlapping of the panels is highlighted from the plate 3 upwards.
- Figure 4 shows in front and top view a barrier realized through two modules 20 and 21 and comprising a supporting structure 1 in accordance with the invention.
Description of some preferred embodiments
With reference to figure 1, a supporting structure 1 is described for an anti-noise barrier in accordance with the present invention.
The supporting structure 1 comprises a shaped sheet 2 to vibro-drive on the ground of any section and material. The shaped sheet 2 can therefore be constituted, in accordance with the preferred configuration of the invention, by a simple sheet pile 2 with S section. Nevertheless, it is clear that other types of shaped sheets different from the sheet pile can be used without for this moving apart from the present inventive concept.
Always as shown in figure 1, the sheet pile carries integrated to it a plate (3) for hardening and for supporting a panel connected in a stable way to the sheet pile at a predetermined height.
Preferably, the plate is realized substantially L- shaped, in such a way as to comprise a first horizontal surface 3' , that is substantially orthogonal to the vertical axis of the sheet pile 10, and a second vertical surface 3'' arranged at a right angle with respect to the first surface 3' and therefore parallel to the said axis 10.
Naturally, although the plate 3 described is L- shaped, other shapes can be realized and without for this moving apart from the present inventive concept. In particular, a flat plate could be realized comprising the single part 3' orthogonal to the axis 10.
The sheet pile 2 and the plate 3 thus configured constitute, in accordance with the invention, a single piece pre-assembled in plant before the installation.
To that aim, for example, the plate 3 can be realized in two parts which are subsequently welded on the sheet pile (before the installation) in an opposed manner one to the other and at a pre-chosen height.
A second alternative would be the realization of a metallic casting in such a way as to form a sheet pile in a single piece already provided with such a plate.
A third alternative, as shown in figure 2, for example, would be the plate 3 realized in a single separated piece but comprising a slot that traces the section of the sheet pile itself. In such a manner, the plate is overlapped to the sheet pile through the slot and made to slide along the length of the same until reaching the desired height. Subsequently, always as shown in figure 2, a joint welding can be done, for example along the fillet weld. Always figure 2 shows two hardening elements 7 arranged in correspondence of the wings of the sheet pile, which will be described below.
Figure 2 shows, just for exemplification purposes and therefore not in a limiting manner, some preferred dimensions of plate 3, that is about 80cmx70cm.
The plate 3, as shown in figure 1, can also comprise in all the cases described hardening arms 9.
In all the cases described, as it was said, the sheet pile and the plate therefore realize a single element pre-assembled in plant before the installation.
The plate 3 theoretically subdivides the sheet piles into two parts, that is a first part 2' that emerges upwards from the first surface 3' in the opposite direction to that of the second vertical surface 3' ' and a second part 2 ' ' arranged from the development part of the second vertical surface 3'' of the plate 3.
Always as shown in figure 1, the sheet pile comprises appropriate connection means (4, 5) that allow, as better described below, to connect in an overlapped manner one or more than one panels 6 to the sheet pile itself in the first part 2' of the same.
The said connection means therefore comprise two guides 4, preferably of the "Halfen" type, arranged each one respectively on a wing of the sheet pile. The guides 4 hold fixing brackets 5, sliding along the guides in such a way that continuously the panels can be overlapped one to the other, while they are fixed to the sheet pile inserting the flaok bracket 5 into the guide and nailing the flaok bracket 5 at the top of the panel 6.
A further hardening element 7 for the sheet pile, for example metallic gussets or an H-beam 7, is rigidly connected to the horizontal surface 3' of the plate 3 and develops in height in the direction of the first part 2' of the sheet plate. Such element has therefore the function of further hardening in order to limit the deflections of the first part 2' of sheet pile around the plate 3. For this reason, its height is much inferior if compared to the overall length of the sheet pile. The overall length of the sheet pile can in fact be pre-chosen around, for example, the 12 metres, with the second part 2 ' ' of a length from 4 to 9 m and the overhanging part 2 ' of a length of about 5m or function of the total height of the anti-noise barrier requested. The overall length of the H-beam 7 can therefore be from about 0,5m to 1,5m and can eventually be connected by welding. Moreover, the gusset or the beam 7 is welded to both the sheet pile 2 - plate 3 elements in order to increase the rigidity around the critical fixing point.
As shown in figure 2, for example, two of the said hardening elements 7 are preferably comprised, arranged on two opposed parts of the sheet pile, for example in correspondence of the two wings in case of S sections.
Always figure 1 further shows a levelling element 8, for example an electronic sensor or mechanical systems like the plumb line, able to verify the perfect orthogonality of the axis 10 with respect to the ground when the sheet pile is set, as described below.
Having structurally described the basic elements, we will now describe the realization and installation phases.
Figure 4 represents, in a non limiting manner and just for exemplification purposes, a barrier realized by just two modules 20 and 21 arranged in accordance with the present structure 1.
In particular, in a first phase a plurality of supporting structures 1 are arranged along the assembly line as described.
In the said first phase, therefore, the sheet pile is inserted on the ground 50 whose overall length is such that the part 2'' destined to be set on the ground reaches a proper depth so as to function as foundation (therefore, a depth of about 7m, for example) , while the part 2' emerging from the ground 50 will have the pre-established height of the barrier that is intended to be built (for example 5m) .
In accordance with the preferred embodiment of the invention, the sheet pile carries integrated to it, forming a single element, the plate (3) for hardening and for supporting a panel arranged at the height that subdivides exactly the part 2 ' ' destined to be driven on the ground from that 2' emerging from the ground and to which to connect the panels through the guides 4 .
Although not essential for an optimal realization of the invention, such plate 3 is very important since it has four effects. The first one is that of particularly hardening the structure in the point of maximum stress, that is the fixing point of the sheet pile on the ground 50. Moreover, it serves as stop to indicate the height of barrier start and therefore the depth of insertion on the ground, rendering the operation of insertion and assembly quicker and more precise. Moreover, as better described in detail below, it realizes a physical support for the panels. Last, it serves as physical support for all the eventual accessory components that serve, for example, to indicate the perfect orthogonality of insertion of the sheet plate with respect to the ground.
In the particular case of the plate 3 described in figure 1, as it was said, it comprises a second surface 3' ' orthogonal to the surface 3' . The function of such second surface 3' ' is particularly important as well since it realizes a grasping tooth 3' ' that is driven on the ground. In such a manner, in the case of sloppy or steep ground, it functions as seal, which contributes to the overall stability of the barrier and thus constitutes a further fixing element on the "mountain" side of the slope .
As already said, therefore, the insertion on the ground of such supporting structures 1 as described (in particular of the sheet pile with eventual plate) allows to realize contextually in a single phase foundation and structural posts, speeding up the installation and eliminating completely the presence of the joints.
At the end of such first phase a part 2' will be directly obtained of the sheet pile emerging upwards from the ground for the remaining height (for example about 5m) in such a way that on the said part 2' on which the guides
4 are welded the arrangement of the panels can take place.
In particular, as better shown in figure 3, for the assembly of the panels, the beginning is generally from bottom (that is from the plate 3) on which the first panel leans and connected to the sheet pile through the bracket
5 inserted in the guide 4 and fixed to the panel 6 with appropriate nails-pivots. The bracket 5 can be sliding along the guide in such a way as to facilitate the assembly. In such a manner, a second flask 5 is fixed to a second panel and the flask 5 is made to slide along the guide 4 until the second panel is overlapped to the first in contact. This is done for all the height of the part 2' of the sheet pile emerging from the ground so as to complete the barrier.
Although such invention is preferably addressed to
Porenbeton barriers, that is autoclaved cellular concrete (autoclaved aerated concrete-AAC) , it is anyway clear that the same lends itself well also to the use of panels of other material and nature such as, for example, wood or concrete or lightened concrete or leca or concrete and wooden, aluminium or iron fibres.
Moreover, the preferred embodiment of the invention describes the use of a sheet pile. The same inventive concept could anyway apply to other equivalent elements suitable for being inserted on the ground, such as a pile having the technical features described.
Last, although it has been described a sheet pile in a single piece of proper length, it is to be understood here that the same sheet pile can also be obtained by welding in plant various pieces of sheet pile among them until reaching, the desired length, realizing anyway a single continuous element or piece arranged for the installation .

Claims

A supporting structure (1) for an anti-noise barrier (20, 21) comprising a foundation (2''), destined in use to be inserted on the ground (50), on which a structural post is erected (2' ) to which one or more than one sound-absorbent panels (6) of the barrier result connectable and characterized in that the foundation and the structural post are a single continuous piece in the form of a shaped sheet (2), preferably a sheet pile (2), and comprising a first part (2' ) and a second part (2'') of such a length that, in use, the said second part (2'') results insertable on the ground (50) to realize the foundation, while, simultaneously, the first part (2' ) results emerging from the ground upwards and provided with connection means (4, 5) through which to be able to connect the panels (6) in such a way that the arrangement on the ground of the foundation and of the structural port results realizable in a single phase.
A supporting structure (1), according to claim 1, wherein a plate (3) for hardening and for supporting a panel is further comprised interposed between the said first part (2' ) and the said second part (2' ' ) and is rigidly connected to the sheet pile in such a way that, in use, the said hardening plate (3) can harden the sheet pile in the fixing point on the ground (50), further serving as support for the panels (6) of the barrier and as stop.
A supporting structure (1) , according to claim 2, wherein the said plate comprises a first horizontal surface ( 3' ) , substantially orthogonal with respect to the vertical axis (10) of the sheet pile, and a second surface (3_'') orthogonal to the said first surface (3' ) in such a way that, in use, the said second surface results insertable on the ground (50) in correspondence of the reaching of the end stroke against the ground of the first surface (3')/ thus realizing a seal action.
4. A supporting structure (1), according to claims 2 or 3, wherein the said plate (3) is realized in at least two parts rigidly connected to the sheet pile at a predetermined height.
5. A supporting structure (1), according to claims 2 or 3, wherein the said plate comprises a slot of a shape coinciding with the section of the sheet pile and through which the plate is made to slide along the sheet pile until the pre-chosen height and rigidly connected to it.
6. A supporting structure (1), according to one or more of the preceding claims, wherein the plate (3) for hardening and for supporting a panel is connected to the sheet pile by welding.
7. A supporting structure (1), according to claim 1, wherein the said connection means (4, 5) comprise at least a guide (4) arranged along the said first part (2') of the sheet pile (2) and into which one or more than one fixing brackets (5) to which to be able to connect the panels are assembled in a sliding manner.
8. A supporting structure (1), according to one or more of the preceding claims, wherein one or more than one hardening elements (7) are included comprising at least a beam or a gusset emerging upwards from the plate (3) and welded to the said plate (3) or contextually welded to the plate and to the sheet pile.
9. A supporting structure (1), according to one or more of the preceding claims, wherein levelling means (8) are comprised configured to verify, during the installation, the orthogonality of the axis (10) of the sheet pile (2) with respect to the ground (50) .
10. A supporting structure (1), according to one or more of the preceding claims, wherein the sheet pile has an S section.
11. A supporting structure (1), according to one or more of the preceding claims, wherein the sheet pile has preferably a length of 12m and of which 7m is the length of the second part (2'') and 5m is the length of the first part (2' ) .
12. A supporting structure (1), according to one or more of the preceding claims, wherein two guides (4) are comprised, each one arranged along a wing of the sheet pile with S section.
13. An anti-noise barrier, preferably a Porenbeton barrier, comprising:
- A foundation (2' ' ) on which one or more than one structural posts (2' ) are erected and;
- One or more than one sound-absorbent panels (6) overlapped and connected to the said structural posts (2') and; characterized in that the said foundation and the said structural post are a single continuous piece in the form of a shaped sheet, preferably a sheet pile (2), comprising a first part (2' ) and a second part (2'') of such a length that, in use, the said second part (2' ' ) results insertable on the ground (50) to realize the foundation, while, contextually, the first part (2' ) results emerging from the ground upwards and provided with connection means (4, 5) through which to connect the sound-absorbent panels (6) in such a way that the arrangement on the ground of the foundation and of the structural post results realizable in a single phase.
14. A method for the arrangement of an anti-noise barrier along an assembly line and comprising the operations of:
- Insertion on the ground of one or more than one sheet piles (2), as per one or more of the preceding claims from 1 to 12, along the said assembly line, the said insertion comprising the operations of sinking of the sheet pile on the ground until the reaching of the end stroke of the plate (3) for hardening and for supporting a panel in such a way that the first part (2' ) of the sheet pile (2), provided with connection means (4, 5), results emerging from the ground;
- Connection of the sound-absorbent panels, through the said connection means (4, 5) to the first part (2' ) of the sheet pile.
15. A method, as per claim 14, wherein the said connection of the sound-absorbent panels comprises the operation of connection of the fixing flask (5) to the guide (4) and fixing of the flask (5) by means of nails to the first panel (6) leaned on the plate (3) placed at ground level (50) where the barrier starts, repetition of the procedure for the insertion of a second panel that is overlapped to the first one and subsequent repetition of the procedure for the number of panels to be inserted along the height of the post.
PCT/IT2010/000359 2010-07-23 2010-08-06 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method WO2012017460A1 (en)

Priority Applications (16)

Application Number Priority Date Filing Date Title
EP10763870.2A EP2601352B1 (en) 2010-08-06 2010-08-06 Anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
US13/811,460 US8733499B2 (en) 2010-08-06 2010-08-06 Supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
PL10763870T PL2601352T3 (en) 2010-08-06 2010-08-06 Anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
CA2806653A CA2806653A1 (en) 2010-08-06 2010-08-06 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
BR112013001949A BR112013001949A2 (en) 2010-08-06 2010-08-06 improvement of a support structure for a noise barrier where foundations and suspension pillars are made in a single element and relative mounting method
PCT/IT2010/000359 WO2012017460A1 (en) 2010-08-06 2010-08-06 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
UAA201302797A UA104552C2 (en) 2010-08-06 2010-08-06 Improved supporting structure for noise barrier where the foundation and the structural post are arranged as a single continuous piece, and respective method of assemblage
CN201080068496.6A CN103097611B (en) 2010-08-06 2010-08-06 A kind of noise-proofing barrier
EA201390204A EA022942B1 (en) 2010-08-06 2010-08-06 Anti-noise barrier and method for arrangement thereof
DK10763870.2T DK2601352T3 (en) 2010-08-06 2010-08-06 Noise shield where foundation and lifting column are made in a single element and associated mounting method
ES10763870.2T ES2532148T3 (en) 2010-08-06 2010-08-06 Acoustic barrier in which the foundation parts and the lifting post are made of a single element and relative mounting method
MA35717A MA34515B1 (en) 2010-08-06 2010-08-06 IMPROVING SUPPORT STRUCTURE FOR ANTI-NOISE BARRIER IN WHICH FOUNDATIONS AND SUPPORT PILLARS ARE MADE OF A SINGLE ELEMENT, AND METHOD OF ASSEMBLING THE SAME
SI201030892T SI2601352T1 (en) 2010-08-06 2010-08-06 Anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
ITPI2011A000005A IT1404917B1 (en) 2010-07-23 2011-01-25 AN ANTI-NOISE BARRIER CONSISTING OF ELEMENTS WITH DISTINCTIVE HIGH-SOUND ABSORPTION CHARACTERISTICS AND HIGH SOUND INSULATION WITH LONG INTERASSES BETWEEN THE UPRIGHTS.
TNP2013000037A TN2013000037A1 (en) 2010-08-06 2013-01-30 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
HRP20150301TT HRP20150301T1 (en) 2010-08-06 2015-03-17 Anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/IT2010/000359 WO2012017460A1 (en) 2010-08-06 2010-08-06 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method

Publications (1)

Publication Number Publication Date
WO2012017460A1 true WO2012017460A1 (en) 2012-02-09

Family

ID=43857845

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IT2010/000359 WO2012017460A1 (en) 2010-07-23 2010-08-06 An improvement of a supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method

Country Status (15)

Country Link
US (1) US8733499B2 (en)
EP (1) EP2601352B1 (en)
CN (1) CN103097611B (en)
BR (1) BR112013001949A2 (en)
CA (1) CA2806653A1 (en)
DK (1) DK2601352T3 (en)
EA (1) EA022942B1 (en)
ES (1) ES2532148T3 (en)
HR (1) HRP20150301T1 (en)
MA (1) MA34515B1 (en)
PL (1) PL2601352T3 (en)
SI (1) SI2601352T1 (en)
TN (1) TN2013000037A1 (en)
UA (1) UA104552C2 (en)
WO (1) WO2012017460A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITFI20120225A1 (en) * 2012-10-24 2014-04-25 Linea S R L DEVICE, PROCEDURE AND SYSTEM TO CARRY OUT ANTI-NOISE ROAD BARRIERS IN SUBSTANTIAL PASSAGE
ITFI20130196A1 (en) * 2013-08-09 2015-02-10 Urbantech S P A FOUNDATION STRUCTURE FOR ANTI-NOISE BARRIER AND RELATIVE REALIZATION PROCEDURE
EP2921639A1 (en) 2014-03-18 2015-09-23 Sandvik Intellectual Property AB Percussive drill bit with multiple sets of front cutting inserts
WO2016020870A1 (en) 2014-08-06 2016-02-11 Giampaolo Tizzoni Supporting structure for a noise barrier

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA3127538A1 (en) * 2019-01-23 2020-07-30 Ail International Inc. Sound wall and method of constructing the same
US11535991B2 (en) * 2019-02-14 2022-12-27 Mark Adam Tryon Noise attenuating barrier and method of installing same
US20230034435A1 (en) * 2021-07-28 2023-02-02 Peter Miller Sound Barrier Fence Panels
CN116837757B (en) * 2023-09-01 2023-11-14 山西军昊实业有限公司 Externally-hung type totally-enclosed sound barrier for socket type module installation

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2827950A1 (en) * 1978-06-26 1980-01-10 Malkmus Doernemann Carola HOLLOW PROFILE BAR, ESPECIALLY FOR GATE OR FENCE POSTS
WO1995029313A1 (en) * 1994-04-20 1995-11-02 Tristar Fencing Australia Pty Limited Fence posts and the like
GB2312005A (en) * 1996-04-11 1997-10-15 Metsec Plc Fence post construction

Family Cites Families (34)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1408332A (en) * 1922-02-28 Steel fencepost
US903944A (en) * 1907-08-14 1908-11-17 Berent P Andersen Iron fence-post.
US1774288A (en) * 1929-10-12 1930-08-26 Albert H Nickerson Post anchor
US2664179A (en) * 1949-04-27 1953-12-29 Jacob M Gwynne Nailable metal structural member
US4156332A (en) * 1977-08-29 1979-05-29 Thompson Earl M Knockdown sign post assembly
CA1093975A (en) * 1979-07-19 1981-01-20 William G. Docherty Accoustical barrier
US4279104A (en) * 1979-08-22 1981-07-21 Classen Alvin T Sign post construction having reciprocable driver for placement and removal
FR2560268B1 (en) * 1984-02-28 1986-05-30 Lion David STOP AND SUPPORT DEVICES FOR PUNCHING INTO THE GROUND FOR REALIZING TRAPS, FENCES, ETC.
US4566558A (en) * 1985-02-21 1986-01-28 Marine Systems, Inc. Noise barrier
US4674593A (en) * 1985-04-02 1987-06-23 Mccarty Danny W Sound barrier fence
US4867421A (en) * 1986-09-29 1989-09-19 Vernon Kenneth O Fence post
US4787601A (en) * 1987-02-04 1988-11-29 Markers, Inc. Decorative border fence system
US4838524A (en) * 1987-09-08 1989-06-13 Cyclops Corporation Noise barrier
US4928446A (en) * 1987-11-23 1990-05-29 Alexander Sr Walter A Break-away sign post and post ground anchor
US4893787A (en) * 1988-02-24 1990-01-16 Watson Terry D Fence corner post
GB2218718B (en) * 1988-05-05 1992-01-29 Norman John Childs Fence post supports
US5058337A (en) * 1990-05-14 1991-10-22 Connor Michael P O Ground anchor
US5123623A (en) * 1991-02-06 1992-06-23 Nippon Steel Corporation Post anchoring device
US5272284A (en) * 1991-07-10 1993-12-21 Carsonite International Corp. Sound barrier
JPH06180033A (en) * 1992-10-05 1994-06-28 Toyo Tetsukiyuu Kk Sound insulating partition wall
US5539163A (en) * 1994-04-28 1996-07-23 The Reinforced Earth Company Lightweight low profile sound wall panel
US5592796A (en) * 1994-12-09 1997-01-14 Landers; Leroy A. Thermally-improved metallic framing assembly
US5709366A (en) * 1996-07-03 1998-01-20 Steel City Corporation Fence post support
NZ501309A (en) * 1997-05-09 2001-12-21 Exodyne Technologies Inc Breakaway support post for highway guardrail end treatments
US6484460B2 (en) * 1998-03-03 2002-11-26 Vanhaitsma Steve J. Steel basement wall system
US6615559B2 (en) * 1998-12-11 2003-09-09 Owens Corning Fiberglas Technology, Inc. Resilient construction member, especially a unitary construction member
US6123169A (en) * 1999-02-26 2000-09-26 Hoover Treated Wood Products Pre-engineered vertical wall structure constructed entirely or prefabricated wood
US6397550B1 (en) * 1999-11-12 2002-06-04 Steven H. Walker Metal structural member
CN2545252Y (en) * 2002-06-28 2003-04-16 王双其 Collison fence for bridge
CN1460749A (en) * 2003-06-13 2003-12-10 祝庆林 Traffic protecting fence
US7225593B2 (en) * 2003-09-25 2007-06-05 Weston Wilhour Post-framing system
US7627994B1 (en) * 2006-06-10 2009-12-08 Demirkan James R Quick anchor (Universal Pole and Post Anchoring System)
CN101806161B (en) * 2010-03-31 2013-11-13 天津天大天久科技股份有限公司 Space net rack supporting device in large-scale tower
US8307610B2 (en) * 2010-05-25 2012-11-13 Landers Leroy A Insulative metallic channel and construction assembly

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2827950A1 (en) * 1978-06-26 1980-01-10 Malkmus Doernemann Carola HOLLOW PROFILE BAR, ESPECIALLY FOR GATE OR FENCE POSTS
WO1995029313A1 (en) * 1994-04-20 1995-11-02 Tristar Fencing Australia Pty Limited Fence posts and the like
GB2312005A (en) * 1996-04-11 1997-10-15 Metsec Plc Fence post construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITFI20120225A1 (en) * 2012-10-24 2014-04-25 Linea S R L DEVICE, PROCEDURE AND SYSTEM TO CARRY OUT ANTI-NOISE ROAD BARRIERS IN SUBSTANTIAL PASSAGE
ITFI20130196A1 (en) * 2013-08-09 2015-02-10 Urbantech S P A FOUNDATION STRUCTURE FOR ANTI-NOISE BARRIER AND RELATIVE REALIZATION PROCEDURE
EP2921639A1 (en) 2014-03-18 2015-09-23 Sandvik Intellectual Property AB Percussive drill bit with multiple sets of front cutting inserts
WO2016020870A1 (en) 2014-08-06 2016-02-11 Giampaolo Tizzoni Supporting structure for a noise barrier

Also Published As

Publication number Publication date
DK2601352T3 (en) 2015-03-02
MA34515B1 (en) 2013-09-02
TN2013000037A1 (en) 2014-06-25
EA022942B1 (en) 2016-03-31
ES2532148T3 (en) 2015-03-24
PL2601352T3 (en) 2015-08-31
CN103097611B (en) 2016-01-06
SI2601352T1 (en) 2015-04-30
EP2601352B1 (en) 2014-12-17
EA201390204A1 (en) 2014-11-28
US8733499B2 (en) 2014-05-27
CA2806653A1 (en) 2012-02-09
UA104552C2 (en) 2014-02-10
US20130180799A1 (en) 2013-07-18
EP2601352A1 (en) 2013-06-12
HRP20150301T1 (en) 2015-04-24
BR112013001949A2 (en) 2019-09-24
CN103097611A (en) 2013-05-08

Similar Documents

Publication Publication Date Title
US8733499B2 (en) Supporting structure for an anti-noise barrier wherein foundations and lifting post are realized in a single element and relative assembly method
KR20090100867A (en) The method construction work and unit metal tubing constructing system for the road underground driveway
JP6387321B2 (en) How to build a bridge
CN104131567A (en) Novel waterstop prefabricated centrifugal rectangular pile retaining structure and construction method thereof
CN104594641A (en) Reinforcing bar positioning fixture and reinforcing bar positioning method for prefabrication wall installation
CN205875193U (en) Assembled stake integral structure
CN105463997A (en) Erecting method for segmental beam
EP2014833A2 (en) Sound-resistant and sound-absorbent noise barrier
CN113293708A (en) Method for mounting and dismounting through type steel pipe pile foundation of underwater cast-in-place beam support
KR101581938B1 (en) The noise barrier foundation and its construction method
KR200370107Y1 (en) Forms for edge girder construction
CN112281654A (en) Semi-assembly type steel skeleton bridge anti-collision guardrail and construction method thereof
CN110029653B (en) Method for treating steel pipe pile foundation of riprap seabed foundation
CN110565667A (en) Steel sheet pile cofferdam with slip casting platform
KR101947038B1 (en) Vertical wall type soundproof wall foundation construction
CN109137959B (en) Construction method of empty-iron zero-excavation environment-friendly upright post foundation pile
CN213507989U (en) Deepwater steel trestle capable of being constructed quickly
WO2010073274A1 (en) Sound-resistant and sound-absorbent noise barrier
CN212612595U (en) Label foundation
CN109235453B (en) Deep foundation pit PRC pipe pile assembled supporting method
CN109577999B (en) Shield machine middle wind shaft reinforcing structure capable of preventing side wall deformation and shield machine planting head and construction method
CN207376534U (en) SB grades of corrugated beam barrier obstruction blocks
JP4444074B2 (en) L-shaped side gutter with earth retaining wall
WO2020042192A1 (en) Pile driving method and special apparatus, for when using bridge erecting machine
JP4210157B2 (en) How to connect between bridge girder of ramen type bridge

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 201080068496.6

Country of ref document: CN

DPE2 Request for preliminary examination filed before expiration of 19th month from priority date (pct application filed from 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 10763870

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 224236

Country of ref document: IL

ENP Entry into the national phase

Ref document number: 2806653

Country of ref document: CA

WWE Wipo information: entry into national phase

Ref document number: 2013000248

Country of ref document: CL

NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: 13024367

Country of ref document: CO

WWE Wipo information: entry into national phase

Ref document number: 2010763870

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 13811460

Country of ref document: US

ENP Entry into the national phase

Ref document number: 13023

Country of ref document: GE

Kind code of ref document: P

WWE Wipo information: entry into national phase

Ref document number: 201390204

Country of ref document: EA

REG Reference to national code

Ref country code: BR

Ref legal event code: B01A

Ref document number: 112013001949

Country of ref document: BR

ENP Entry into the national phase

Ref document number: 112013001949

Country of ref document: BR

Kind code of ref document: A2

Effective date: 20130125