EP1925738A1 - Mur fait de panneaux et de poteaux délimitant un volume remplissable - Google Patents

Mur fait de panneaux et de poteaux délimitant un volume remplissable Download PDF

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Publication number
EP1925738A1
EP1925738A1 EP07022889A EP07022889A EP1925738A1 EP 1925738 A1 EP1925738 A1 EP 1925738A1 EP 07022889 A EP07022889 A EP 07022889A EP 07022889 A EP07022889 A EP 07022889A EP 1925738 A1 EP1925738 A1 EP 1925738A1
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EP
European Patent Office
Prior art keywords
lattice
wall
posts
post
panels
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP07022889A
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German (de)
English (en)
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EP1925738B1 (fr
Inventor
Konrad Lehrhuber
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Individual
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Individual
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Priority claimed from AT0082806U external-priority patent/AT10001U1/de
Priority claimed from DE200610055635 external-priority patent/DE102006055635A1/de
Priority claimed from DE202006017921U external-priority patent/DE202006017921U1/de
Application filed by Individual filed Critical Individual
Publication of EP1925738A1 publication Critical patent/EP1925738A1/fr
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Publication of EP1925738B1 publication Critical patent/EP1925738B1/fr
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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
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
    • E01F8/025—Gabion-type
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions

Definitions

  • the invention relates to a wall having at least two panels and at least two bottom anchored posts, wherein the panels are spaced from each other and fixed to the posts and the panels and the posts define at least one filling space for filling material.
  • Such refillable slender walls anchored to the ground above the posts may be used to structure open spaces or to partition off a property line, providing visibility, sound or wind protection.
  • the walls are used individually or as an arrangement of several stand-alone or interconnected wall elements.
  • the EP 1 283 304 A2 discloses a noise barrier made of at least one wall body element consisting of two parallel spaced sheets of wire mesh, each of which wire mesh panel is fastened at both ends to its own fence post.
  • the fence posts, the z. B. are formed as square tubes are anchored in pairs by means of foundations in the ground.
  • the stability of the noise barrier can be improved by cross struts that connect the opposing fence panels together.
  • the filling space formed between the opposing fence panels or wire mesh panels is filled with sound-absorbing filling material, which consists of several layers of a mat of preferably biodegradable material.
  • the pipes fence posts formed are, however, compared to the wire mesh panels due to their closed side surfaces visually striking.
  • the generic DE 20 2006 004 980 U1 discloses a protective fence, wherein the protective fence has two spaced panels in the form of grid mats, which are both bolted to a common steel post at both ends, which is anchored in the ground by means of a single census. Between the grid mats a filling space for gravel is created, whereby the strength of the steel post determines the distance between the grid mats. In this way, narrow protective fences can be created in a width of about 8 to 12 cm according to the post strength. To increase the wall or fence width, it is proposed to attach only one grid mat to the steel posts and to mount the other grid mat at a greater distance by means of spacers that connect the two grid mats together.
  • Narrow walls having a wall width or thickness of about 8 to 12 cm and a common post distance of 150 cm to 300 cm have a horizontally large static slenderness (ratio of length to width) of 12.5 to 37 at the upper statically open end , 5 on. These walls therefore have a low resistance to horizontal deflection of the associated panels. This is undesirable or even inadmissible, depending on the degree of deflection.
  • the object of the invention is to provide a wall mentioned above, which is improved in terms of a universal and simplified production, stability, application and optical design.
  • Such a wall has the advantage over the known solutions that the posts are easy, simple and inexpensive to transport, inexpensive and easy to manufacture and processing.
  • the optics and material are very similar to the panels when using wire mesh. There are, especially on the front sides of the posts, no massive cross-sections and viewing surfaces, but filigree wires.
  • the posts are reduced to the statically necessary and optimized. This makes them lightweight, easy and inexpensive to transport, inexpensive and easy to manufacture and process. Due to the low weight, in contrast to the known solutions, a conventional finished mounted wall element, in the unfilled state before mounting in the ground, be moved and combined without mechanical help. That's easy, fast and cheap.
  • the wall can be at least partially prefabricated industrially and therefore inexpensively.
  • flat-shaped posts have the advantage that they are particularly simple and inexpensive to produce, storable and transportable and produce no further, small-scale filling in the installed state.
  • double rod mats as panels a very similar, related and homogeneous appearance is achieved.
  • a screw-clamp fastener of the type shown two wires that touch at any angle or parallel to each other, with any rotational angle of the parallel axes, are arranged, tensile strength in the longitudinal direction and connect in the transverse direction.
  • the individual parts such as posts, panels or stiffening elements can be connected together in any arrangement to form a unit.
  • wire parts By removing or manipulating wire parts, there are further customization options. All these options remain after the initial assembly. A renewed arbitrary design of the parts to a new shape is possible at any time and repeatedly without planning preparation.
  • a stiffening element obstructs or reduces the horizontal deflection of the associated panels. This is of particular importance in horizontally large static slenderness with correspondingly low resistance moment, especially at the top, statically open end of the wall.
  • a stiffening element such as a horizontally arranged lattice girder increases the moment of resistance and reduces the deflection.
  • An arrangement in the upper part of the wall is most sensible statically.
  • the wall fulfills the desired protective task even with smaller wall thicknesses. This saves floor space, material, working time for filling and thus costs.
  • a grid post consists of at least three elements, namely the two outer straps or bars and the two straps or rods connecting spacers or connecting parts.
  • the elements may be flat, polygonal, oval or round in cross-section. They can be solid or shaped as a hollow body.
  • For elements with round cross sections, in particular for wires, their diameters are 5 mm to 16 mm, in particular 6 mm to 14 mm and preferably 7 mm to 12 mm. This sufficient bending stiffness is achieved. Visually, such elements are very harmonious because they appear neither bulky nor undersized. At the same time material and thus costs are saved. These diameters are also very suitable for the use of screw-clamp fasteners for attachment to each other or with other parts.
  • the spacer may be arranged substantially perpendicular relative to the outer rods or straps. When loaded then occur in the connection node bending tensile forces. For sufficient flexural rigidity of such a grid post many spacers with many connection nodes or nodes are then advantageous. Grid posts are preferably not parallelograms. If they show diagonals, they become particularly rigid. They then derive higher bending forces with less bending height or less cross-sectional area of the grid post.
  • the spacers are formed as diagonals. As a result, essentially only tensile and / or compressive forces occur in the nodes. The spacers can then be dimensioned smaller. There are also fewer nodes required. If the grid of the diagonal is smaller or several diagonals are arranged, then the load capacity increases in the bending direction.
  • the thickness of the wall and / or the width of a grid post or a stiffening element is 70 mm to 300 mm, in particular 110 mm to 250 mm and preferably 150 mm to 220 mm.
  • At usual heights of a wall up to 200 cm, sometimes up to 300 cm, so that the required flexural rigidity is well met.
  • the filling becomes transparent in the case of conventional slab scraps and the grain sizes of the filling material dependent thereon. As a result, the required protection of the wall decreases or disappears.
  • wall thicknesses above 300 mm more floor space is consumed and costs increase without the quality of the wall, such as protection performance or appearance, being improved.
  • the lattice posts or stiffening elements may be formed from one or more flat or spatially shaped same or different lattice post units. In the case of several lattice girders, these are preferably connected to one another by clamping or welding. This results many combination possibilities and thus advantages. Optimal adapted static conditions, a variety of mounting options especially for screw-clamp fasteners, both sides of the grid post different wall thickness, a relation to the width of the grid post or the stiffening element lower wall thickness or a close-meshed side surface of the grid post are thereby facilitated or even possible.
  • An essential feature of a grid post according to the invention is that it is formed in the transverse wall direction as a load or force unit structure. Even if it consists of several grating post units, so these are still connected to a fixed unit, the z. B. offer a high deformation resistance when supporting bending forces due to laterally acting on the wall forces. Double posts known from the prior art, which are not or only slightly connected to one another, do not possess this property.
  • the lattice posts or lattice post units may at least partially be industrially prefabricated. This saves costs during development and production.
  • Such beams are mainly used in reinforced concrete for element ceilings and lintels.
  • the lattice posts or the stiffening elements preferably have complementary elements. This is, for example, an upper end or a vertical reinforcing cross section, whereby the technical application, the statics is guaranteed in particular for particularly high or slim walls, safety in use and good appearance.
  • a stiffening element can also be a wire section which produces a mounting base for a screw-clamp fastener.
  • additional rods may be stiffening elements for a close-meshed side surface of a grid post, in particular at the edge end of a wall. As a result, smaller grain sizes of a filler can be used.
  • screw-clamp fastener or screw-clamp part whereby two wires or rods at any Position and / or in any angular position to each other and / or in any rotational position to each other can be fixed.
  • a screw-clamp fastening element usually has two mutually rotatably arranged halves or clamping parts. Both halves usually have at least one molded receiving area for a wire section and are usually connected by means of a screw.
  • the panels can be thin, flat structures with a closed surface and edge-shaped fastening elements for the connection with screw clamping parts, wherein these structures can also have openings or apertures.
  • the panels are latticed structures and in particular as wire mats, preferably as wire mesh mats made of metal or steel with welded nodes and in particular as double rod mats are formed. Double rod mats are manufactured industrially in large quantities. They are therefore inexpensive and available virtually everywhere. Due to the double bars, they have a higher flexural rigidity in the area than single-layer bar mats with the same weight per unit area. As a result, fewer spacers are required. Grid mats are usually designed as parallelograms.
  • the panels can also be made of wood or plastic. They can have a closed or a broken surface.
  • the wall thickness or the width of the filling space in relation to the width of the associated posts or lattice posts is the same, smaller or larger.
  • the wall thickness can be changed by rotating the screw clamp fasteners about the vertical axis, or, for example, at the lattice post are multiple vertical wires for mounting screw clamp fasteners available.
  • the post width is thus independent of the thickness of the wall.
  • the grid post and in particular the post width can be optimally formed according to the desired appearance and the static requirements.
  • the wall thickness can be determined according to the protective task and the desired optics. Especially with expensive filler such as marble gravel particularly costly walls, for example, 120 mm or 90 mm or even 70 mm are desired. This is possible by this preferred embodiment, even with large wall heights of, for example, 200 cm or 250 cm or even 300 cm.
  • At least two spacers are distributed in the surface on both sides to connect oppositely arranged panels.
  • the panels are usually filled with gravel or similar material with flow properties.
  • pressure forces arise in particular in the lower area of the panels.
  • Spacers absorb these pressure forces and stabilize the wall thickness.
  • On a common surface of about 250 cm in length and about 180 cm in height of a wall is distributed usually 20 to 25 spacers according to the compressive forces occurring.
  • the spacers are therefore suitable for determining the wall thickness of the filling space in accordance with its length.
  • spacers of different lengths for example, concave or convex or wavy walls can be formed.
  • Spacers are formed, for example, as a wire. They are usually hooked or interwoven on the boards.
  • more than two lattice posts and / or more than two panels form a multipart, uniformly connected wall.
  • the wall thickness of the filling space and / or the height and / or the length of the panels are formed the same or different.
  • the longitudinal alignment and / or height alignment is aligned and / or angled.
  • a lattice post and / or a panel and / or a stiffening element and / or a screw-clamp fastening element made of metal, in particular made of steel or stainless steel or cast metal is formed.
  • Steel is inexpensive to manufacture and has high strength.
  • Steel is preferably galvanized and / or powder-coated or painted for corrosion protection and to improve the look.
  • Galvanized steel or stainless steel or cast metal is very durable and weather resistant.
  • Metal is easy to work and, in particular by welding or clamping, well connectable.
  • the filler is preferably a rock such as granite, porphyry, sandstone, limestone, tuff, marble and the like. It is also possible to use industrially formed material such as bricks, concrete, aerated concrete and the like. Even earths such as clay, clay, marl or humus are possible with appropriate technical training.
  • the form is mostly pebbles, gravel, chippings or broken rocks.
  • the walls usually have a height of 60 cm, as a spatial mark like 100 to 120 cm.
  • a visual, wind or sound protection they have a height of at least 160 cm, usually 180 to 200 cm and rarely up to 300 cm.
  • the walls usually have lattice posts to lattice posts a length rarely from 100 cm, sometimes from 150 cm. Usually they are from 200 cm long and reach barely more than 300 cm. For double rod mats their standard length of 251 cm is decisive.
  • a wall 1 has two panels 2 and 2 'designed in particular as wire mesh mats (see FIG. 1 and FIG. 13a, in which only the panel 2 facing the viewer is shown), which are spaced apart from one another and parallel to one another and at their lateral vertical edges 3 and 3 'on a respective lattice post 4 (in Fig. 1 and 13 a, the same, rear or opposite lattice post not shown) are attached to the bottom 5 by means of a concrete foundation 6, in which its subsection is casted, anchored.
  • the lattice post 4 (see also Fig. 11a) is for example composed of two similar lattice post units 4a and 4b, each having three vertical bars 7, 8 and 9 in a triangular arrangement, which on the upper side (and optionally also on the underside) by means of a triangular end part 10, the z , B. is formed of a bent and closed by welding wire, are firmly connected to each other and are braced over the length of at least two surfaces of the isosceles triangle shape about individual or continuous curved diagonal bars 11.
  • the two lattice post units 4a and 4b are connected to each other at their opposite base sides adjacent to each other by means of screw-clamp members 12 which connect the two adjacent vertical bars 8 and 8 or 9 and 9 of the two lattice post units 4a and 4b firmly together.
  • each panel 2, 2 ' also takes place by means of the screw-clamping parts 12, at a plurality of vertically spaced locations a firm connection between a last edge-side vertical rod 13 of the panel 2, 2' and the respective outer vertical rod 7 of each lattice post 4 produce.
  • An exemplary embodiment of a panel 2, 2 'of the wall 1 according to the invention contains a plurality of vertical bars 14 and horizontal bars 15 connected thereto, which can also be arranged twice or in pairs, and thus on both sides of the vertical bars 14, as shown in FIG.
  • a grid spacing x 1 between the vertical bars is z. B. 30 to 40 mm and a grid spacing x 2 between the horizontal bars is z. B. 200 mm.
  • the vertical bars 13 and the horizontal bars 14 of the panels 2, 2 ' are for example steel wires or steel bars with a diameter of usually 6 to 8 mm, which are welded together at the points of intersection.
  • wire meshes are for example steel wires or steel bars with a diameter of usually 6 to 8 mm, which are welded together at the points of intersection.
  • other materials and other diameters may be used with the strength required for a particular wall.
  • the lattice posts 4 can be designed and used in different configurations.
  • Flat lattice posts 4 (see FIGS. 2 a to 2 d) contain two spaced-apart vertical bars 7 as individual bars or as double bars (FIG. 2 b), which are arranged substantially in a plane defined by the vertical bars 7 connecting parts 16 such. B. bars 11, strut or diagonal bars are interconnected.
  • the connecting parts 16 may also be provided in a double arrangement (see FIG. 2 d) in order to increase the strength of the lattice posts 4.
  • the lattice posts 4 shown in FIGS. 2e to 2h which can be referred to as spatial lattice posts 4 in contrast to the flat lattice posts 4, contain at least three vertical rods 7 (in single or double formation), which in the horizontal cross-section z. B. form a triangle or polygon, with two adjacent vertical bars 7 connected by connecting parts 16 with each other are, but one of the adjacent pairs of rods 7, 7 is not connected to each other by connecting parts. Accordingly, one can refer to these lattice posts 4 with an open side as a spatial open lattice posts 4.
  • the spatial grid posts 4 shown in FIGS. 2i to 2l contain connecting parts 16 between all of the two adjacent vertical bars or pairs of bars 7, 7.
  • closed triangles, rectangles or polygons can be used as cross-sectional shapes of the grid posts, and also approximately circular or curved connecting parts oval cross sections (see Fig. 2k) are formed.
  • additional vertical rods as well as additional connecting parts can be installed as strength-increasing struts.
  • the connecting parts 11 and 16 of the lattice posts 4 can, according to FIG. 3 a, be arranged alternately diagonally as well as alternately diagonally and horizontally (FIG. 3 b) and only horizontally (FIG. 3 e) and they can be arranged at a long distance (FIG. 3 a) as well be arranged at a close distance (Fig. 3c).
  • This arrangement can basically be used with flat lattice posts (FIGS. 3a to 3c) as well as with spatial lattice posts (FIGS. 3d to 3f).
  • the increased number of connection or node points 17 in the lattice post 4 according to FIG. 3e (additional vertical rod) allow a very rigid design.
  • flat iron 18 can also assume the connection of the vertical rods 7 in alignment, in particular with vertical rods 7 (FIG. 3f). Due to the longer connecting line or connecting surface at the edges of the flat iron 18, this design also offers a higher bending strength compared to punctiform node connections 17 only.
  • FIG. 5a shows a spatial lattice post 4, as used in the wall 1 shown in FIG. 1, in which the screw clamping parts 12 the vertical bars 8 and 8 or 9 and 9 of the two lattice post units 4a and 4b connect.
  • the connection can also be made by welding the two grid post units 4a and 4b to one or more points or lines of the respective vertical bars 8, as exemplified by the planar or flat grid post of Fig. 5b.
  • Two flat lattice post units each of which can form a lattice post per se, can be connected together in a parallel arrangement (see FIGS. 5c and 5d) and thus have a higher rigidity against lateral buckling.
  • the screw-clamping part 12 shown in Fig. 6a includes a screw 19, on which an upper clamping member 20 and a lower clamping member 21 are rotatably mounted and clamped by a nut against each other.
  • the clamping parts 20, 21 include formations 22 for receiving wires or rods 14 and 7 of the panels 2, 2 'or lattice post 4.
  • FIG. 6a shows the screw-clamping part 12 at a 90 ° connection, wherein by the against each other rotatable clamping members 20, 21 also deviating angular connections are adjustable. Since the clamping parts 20, 21 are axially displaceable relative to the rods 7, 13, 14 before the bracing and by the possibility of their pivoting, such a screw clamping member 12 can be used universally.
  • Fig. 6b shows a screw-clamping part 12, the upper clamping member 20 includes two parallel formations 22, which may be formed in addition to receiving rods or wires 7, 13, 14 with different diameters. 6c shows such a screw-clamping part 12 with two parallel wires 7 and 13 of different diameters and a thinner wire 15 received at right angles in the lower clamping part 21.
  • FIG. 7a shows a screw-clamping part 12, in which the two clamping parts 20 and 21 and thus the two rods to be joined together 7 and 14 at a fixed angle of z. B. 90 ° are arranged.
  • FIGS. 7b and 7c show a screw-clamping part 12 for firmly connecting two parallel rods of different diameters analogous to FIGS. 6a and 6b.
  • FIG. 8a A parallel clamp secured by two screws as a screw-clamping part for two parallel bars is shown in FIG. 8a, while FIG. 8b is a screw-clamping part 12 for the cross-attachment of a maximum of two parallel bars.
  • FIG. 8b is a screw-clamping part 12 for the cross-attachment of a maximum of two parallel bars.
  • FIGS. 10 to 12 show differently designed lattice posts 4, FIG. 10d showing a basic design of a flat lattice post with a diagonal brace 11 formed by a continuous wire, and FIG. 10c illustrating a lattice post 4 consisting of two lattice post units according to FIG are arranged side by side and by means of welding points 23 (only the front welding points are shown) are firmly connected to each other (corresponds Fig. 5d).
  • the upper ends of the vertical bars 7 are connected to each other, wherein the connection 24 may be a portion of that bar, which forms the two vertical bars 7 by bending over 90 ° twice.
  • the lattice post 4 of Fig. 10a includes two lattice post units 4a and 4b, which may have a different height (in horizontal extent), can be connected to the vertical bars 7 via welds 23 and fixed to each other at their upper ends by means of a common termination or supplemental part 25 are connected.
  • the completion or supplemental part 25 is approximately diamond-shaped in accordance with the substantially triangular cross-sectional shape of the two lattice post units 4a and 4b.
  • This lattice post 4 of Fig. 10a (as well as all other lattice posts) may be made without connection at its lower end anchored in particular in a concrete foundation.
  • FIG. 10b shows a simple spatial grid post 4, in which two triangular faces diagonal struts 11 of the associated vertical bars 7, while the (in the Fig. 10b rear) base side without struts and thus open.
  • Such unilaterally open posts are space-saving stackable.
  • the upper connection is made by means of a completion or supplemental part 25 in triangular shape.
  • FIG. 11a which is also part of the wall 1 of FIG. 1
  • the two lattice post units 4a and 4b are as shown in FIG. 11b
  • Grid post 4 held by a welded between the two upper completion or supplemental parts 25 connecting member 26 at a distance from each other, so that between the now spaced vertical bars 8 and 8 and 9 and 9, a panel 2 and 2 'can be arranged (see FIG. 19 and 20), whereby the universal applicability of this grid post 4 is increased.
  • 11c is composed of two flat lattice post units 4a and 4b, and includes an upper terminating member 28 in the form of a strip of flat material welded to the lattice post units 4a and 4b.
  • the two double vertical bars 7 can be covered on the outside by a cover strip 29 or Abdeckstab or reinforced, which is welded to the diagonal struts. Such reinforcement increases the bending stiffness of the lattice post 4, especially at high loads or great static slenderness of the lattice post.
  • the illustrated in Fig. 12 flat lattice post 4 includes at its two lattice post units 4a and 4b further additional parts in the form of vertical auxiliary bars 30, which between the peripheral vertical bars 7 and the z. B. diagonal reinforcing structure 11 are welded. This reduces the grid grid. This allows the use of filler with smaller grain size.
  • the lattice post 4 according to the invention is suitable in a particularly advantageous manner for producing walls 1 of different width (or thickness) with the same width of the lattice post. Since the screw clamping parts 12, as shown in FIGS. 13a to 13c, can be fastened in different angular positions on the respective vertical rod 7 or 13 of both the grid post 4 and the panel 2, 2 ', the two panels 2, 2 can also be fastened. 2 'are arranged in different positions relative to the vertical bars 7 of the lattice post 4, to which they are attached. This makes it possible to produce walls 1 with different wall widths x 3 according to FIGS. 13 a to 13 c in a simple manner and without special preparations or complicated adjustments. Also in the formation of angled walls 1, the different angular position of the screw clamping parts 12 is advantageous.
  • the section shown in Fig. 14 of a wall 1 according to the invention comprises a flat grid post 4, as he z. B. is shown in Fig. 10d.
  • a flat grid post 4 On both sides of the lattice post 4 in each case two panels 2, 2 'by means of screw clamping parts 12 attached to the respective vertical rod 7 at right angles to the lattice post 7.
  • the grid post 4 limited Thus, two adjacent filling spaces 31 of the wall 1.
  • the lattice post 4 On the outside of the wall 1, the lattice post 4 is visually less conspicuous, since essentially only its vertical rod 7 can be seen.
  • Fig. 15 shows a kink of the wall 1, on which the two wall sections extend at an angle to each other.
  • the right wall section with its panels 2, 2 ' is formed according to the embodiment of FIG. 14.
  • the two panels 2, 2 ' are mounted at an angle to the lattice post 4.
  • a geometrically expected mutually different wall thickness can be compensated by a rotational movement of the screw clamping parts 12 according to FIG. 13.
  • the wall 1 at the kink contains two lattice posts 4, which may also be considered as a lattice post 4 with two lattice post units 4a and 4b.
  • the right wall section with its lattice post unit 4b corresponds to the exemplary embodiments of FIGS. 14 and 15.
  • the left wall section has its own lattice post unit 4a, which is aligned at right angles to the two left panels 2, 2 '.
  • the two lattice post units 4a and 4b are connected to each other at their two front vertical bars 7 via at least one screw-clamping part 12 and are V-shaped to each other.
  • the rear panel 2 'of the left wall portion extends over the V-shaped opening between the two lattice post units 4a and 4b to close to the right lattice post unit 4b and is by means of screw clamping parts 12 z. B. connected via its second vertical rod 14 with the vertical rod 7 of the left lattice post unit 4a.
  • a wall section of greater wall thickness adjoins the lattice post 4 on the left-hand side and a wall section of lesser wall thickness on the right-hand side.
  • the lattice post 4 is formed, for example according to FIG. 11a, from two triangular lattice post units 4a and 4b. While the two rear panels 2 'are fixedly attached to the rear vertical bar 7 and the left front panel 2 is fixed to the front vertical bar 7, the right front panel 2 is on the right vertical bar of the rear lattice post unit 4b attached. Due to the fastening by means of the screw-12 clamping parts their exact position can be chosen freely (see the comments on Fig. 13).
  • the wall 1 contains a kink in such a way that the two wall sections of different width or wall thickness are arranged at a respective angle to the common lattice post 4.
  • the grid post 4 may, for. B. be arranged in the bisector of the total angle between the two wall sections.
  • Fig. 19 shows a wall with a arranged at a kink grid post 4 in an embodiment z. B. according to FIG. 11b.
  • the two rear panels 2 'are fastened to the rear vertical bar 7 of the lattice post 4 the two front panels 2 are fixed to the lateral vertical bars 8 of the front lattice post unit 4a by means of the screw clamping members 12, extending between the lateral vertical bars 8 and 8 respectively.
  • 9 of the front lattice post unit 4a and the rear lattice post unit 4b extend into the lattice post 4.
  • the universal screw-clamping parts 12 the attachment to the upper horizontal bars 15 of the panels 2, 2 'take place substantially at arbitrary locations.
  • the wall 1 is optically structured. At the same time, it creates a trellis for plants.
  • For vertically particularly slender walls 1 can be achieved by a visually protruding front grid post unit 4a and a greater static height in the bending direction and thus a higher bending stiffness without increasing the wall thickness.
  • Fig. 20 shows the wall according to Fig. 17 but with the lattice post 4 of Fig. 19.
  • the recessed panel 2 of the narrow left wall section may be fixed to a rear vertical bar 8 of the front lattice post unit 4a so as to be between the two spaced grid post sections can reach into it. This allows the panel 2 to be processed without having to cut it. It therefore remains in its original state, which causes its later reusability and thus increases their value or their sustainability.
  • Fig. 21 shows a still unfilled wall with spacers 33, which connect the two panels together and prevent filling of the filling space between the panels that bulge out of the two panels by the pressure of the filling material to the outside.
  • the spacers are z. B. wire hanger whose bent ends are mounted in particular on the horizontal bars of the panels and thus can transmit tensile forces.
  • a spacer is z. B. prefabricated at one end with a bent bracket, while the other end after attachment to the wall around the associated wire of the panel is bent back and forth.
  • As a spacer and other traction transmitting components such.
  • cable ties or the like can be used.
  • the number and positions of the spacers to be attached depends on the male force and thus z. B. according to the size or height of the wall and after the filler.
  • a lattice girder 34 (see FIG. 22) can firmly connect the upper ends of the two panels 2 and 2 'and also hold them at a defined distance.
  • the z. B. by means of screw-12 clamping members on the upper horizontal bars 15 of the panels 2, 2 'mounted lattice girder 34 with diagonal strut 11 stiffened as stiffening the wall 1 at its upper portion considerably. This is especially important for statically slim walls.
  • Fig. 23 shows an embodiment of a post 35 with a central tube 36 with a rectangular cross-section and laterally mounted grid parts 37 to which the panels 2, 2 'can be fixed by means of the screw clamping parts 12.
  • the lateral grid part 37 is z.
  • B a bent edge wire or rod, which is repeatedly attached to the tube 36.
  • a wire part and several wire parts can be mounted laterally on the tube 36 one above the other.
  • lattice parts can also with the use of conventional steel profiles a variety of the technical and optical advantages described so far can be achieved.
  • the embodiment of the post 35 of Fig. 24 includes a central U-profile 38, at the lateral legs 39 each have at least one grating member 40 is attached, the z. B. is the cut portion of a panel with horizontal double bars 41.
  • the double rods 41 are welded to the leg 39 of the U-profile 38.
  • the attachment of the panel 2 is in turn carried out with at least one screw clamping part 12 which is fixed on the one hand to the vertical bar 42 of the lattice part 40 of the post 35 and on the other hand to the end of the rear bar 15 of the horizontal double bar of the panel 2.
  • the end of the front rod 15 of the double rod has been cut off for reasons of universal adaptability and space reasons for the screw clamping part 12.
  • FIG. 25 shows the arrangement of two panels 2 opposite one another on both sides on a lattice post unit 4a, the panels and the lattice post unit 4a ending at different heights. In this way, by means of the flexibly manageable attachment of the different panels 2, a wall 1 with any desired height profile can be produced.
  • a wall 1 as shown schematically in Fig. 26.
  • the first and the second wall sections 1.1 and 1.2 are arranged in alignment with the grid post mounted therebetween, the third wall section 1.3 adjoins at an angle (kink point on the grid post).
  • the third and the fourth wall sections 1.3 and 1.4 likewise form a kinking point on the lattice post (eg in accordance with FIG. 16) as well as the fourth and fifth wall section 1.4 or 1.5.
  • the width or thickness of the wall for example, corresponding to FIG. 17
  • the eighth wall section 1.8 has a smaller wall thickness, wherein the outer Blackboard is offset inwards.
  • the height of the eighth wall section 1.8 is reduced.
  • a ninth wall section 1.9 is attached to the second wall section 1.2 on the outside, wherein the panels of the ninth wall section 1.9 can be fastened directly to the panel of the second wall section 1.2 by means of the screw clamping parts or by interposing a grid post bordering the ninth wall section 1.9.
  • a tenth wall section 1.10 is still attached, for example on its side surface.
  • the panels 2, 2 'or lattice mats of the wall 1 can also extend beyond lattice posts 4 or posts 35, so that the connection or joints of two adjoining and especially aligned panels 2 can lie outside lattice posts 4 or posts 35.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Revetment (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Building Environments (AREA)
  • Fencing (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP07022889A 2006-11-24 2007-11-26 Mur fait de panneaux et de poteaux délimitant un volume remplissable Active EP1925738B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0082806U AT10001U1 (de) 2006-11-24 2006-11-24 Wand mit zumindest zwei tafeln und zumindest zwei bodenseitig verankerten pfosten
DE200610055635 DE102006055635A1 (de) 2006-11-24 2006-11-24 Wand aus einen Füllraum begrenzenden Tafeln und Pfosten
DE202006017921U DE202006017921U1 (de) 2006-11-24 2006-11-24 Wand aus einen Füllraum begrenzenden Tafeln und Pfosten

Publications (2)

Publication Number Publication Date
EP1925738A1 true EP1925738A1 (fr) 2008-05-28
EP1925738B1 EP1925738B1 (fr) 2011-01-12

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Family Applications (12)

Application Number Title Priority Date Filing Date
EP07022897A Withdrawn EP1925745A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un espace de remplissage
EP07022892A Withdrawn EP1925740A1 (fr) 2006-11-24 2007-11-26 Mur fait d' un volume limité par des panneaux et des poteaux
EP07022889A Active EP1925738B1 (fr) 2006-11-24 2007-11-26 Mur fait de panneaux et de poteaux délimitant un volume remplissable
EP07022887A Withdrawn EP1925751A1 (fr) 2006-11-24 2007-11-26 Élément de mur
EP07022885A Ceased EP1925749A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un volume de remplissage
EP07022890A Active EP1925739B1 (fr) 2006-11-24 2007-11-26 Mur avec panneaux et poteaux
EP07022886A Withdrawn EP1925750A1 (fr) 2006-11-24 2007-11-26 Mur avec poteaux
EP07022894A Withdrawn EP1925742A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un volume remplissable
EP07022896A Active EP1925744B1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un espace de remplissage
EP07022893A Withdrawn EP1925741A1 (fr) 2006-11-24 2007-11-26 Mur fait de panneaux et de poteaux délimitant un volume remplissable
EP07022888A Ceased EP1925737A1 (fr) 2006-11-24 2007-11-26 Treillis métallique pour un espace de remplissage avec un matériau de remplissage
EP07022895A Withdrawn EP1925743A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux délimitant un volume remplissable

Family Applications Before (2)

Application Number Title Priority Date Filing Date
EP07022897A Withdrawn EP1925745A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un espace de remplissage
EP07022892A Withdrawn EP1925740A1 (fr) 2006-11-24 2007-11-26 Mur fait d' un volume limité par des panneaux et des poteaux

Family Applications After (9)

Application Number Title Priority Date Filing Date
EP07022887A Withdrawn EP1925751A1 (fr) 2006-11-24 2007-11-26 Élément de mur
EP07022885A Ceased EP1925749A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un volume de remplissage
EP07022890A Active EP1925739B1 (fr) 2006-11-24 2007-11-26 Mur avec panneaux et poteaux
EP07022886A Withdrawn EP1925750A1 (fr) 2006-11-24 2007-11-26 Mur avec poteaux
EP07022894A Withdrawn EP1925742A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un volume remplissable
EP07022896A Active EP1925744B1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux limitant un espace de remplissage
EP07022893A Withdrawn EP1925741A1 (fr) 2006-11-24 2007-11-26 Mur fait de panneaux et de poteaux délimitant un volume remplissable
EP07022888A Ceased EP1925737A1 (fr) 2006-11-24 2007-11-26 Treillis métallique pour un espace de remplissage avec un matériau de remplissage
EP07022895A Withdrawn EP1925743A1 (fr) 2006-11-24 2007-11-26 Mur composé de panneaux et de poteaux délimitant un volume remplissable

Country Status (3)

Country Link
EP (12) EP1925745A1 (fr)
AT (3) ATE495308T1 (fr)
DE (3) DE502007006237D1 (fr)

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DE202008012258U1 (de) 2008-09-16 2008-11-27 Lehrhuber, Konrad Bügel zur Festlegung zumindest einer Tafel an einem Befestigungsgrund
GB0907912D0 (en) * 2009-05-08 2009-06-24 Blue Flag Housing Ltd Building panels
CN101787707B (zh) * 2010-02-04 2011-09-21 湖南省交通规划勘察设计院 复合加筋格宾挡土墙的施工方法
US9057555B2 (en) * 2010-02-26 2015-06-16 Electrolux Home Products, Inc. Tool removable adjustable divider
GB2485212A (en) * 2010-11-05 2012-05-09 Hesco Bastion Ltd Gabion system
DE102013005634A1 (de) 2013-04-04 2014-10-09 Gamma Vertriebs GmbH Zaunpfosten mit Befestigung einer Drahtgittermatte
ITBO20130458A1 (it) * 2013-08-09 2015-02-10 Cir Ambiente S P A Elemento strutturale allungato, in particolare un montante.
KR101490212B1 (ko) * 2014-08-13 2015-02-06 주식회사 경하이앤씨 측면이 보강된 개비온
GB2533490B (en) * 2015-12-29 2018-03-21 Christopher Holt John Thermally broken truss
EP3214224B1 (fr) * 2016-03-04 2018-05-09 Omya International AG Gabion, mur anti-bruit comprenant un tel gabion, et procédé de mise en oeuvre d'un tel gabion
DE102016005247A1 (de) * 2016-04-29 2017-11-02 Bellissa Haas GmbH Gitterverbinder
US20240117578A1 (en) * 2021-01-29 2024-04-11 Aero Aggregates Of North America Llc Sound wall with ultra-lightweight foamed glass aggregates

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EP2372024A3 (fr) * 2010-03-29 2014-07-16 Loris Avi Module mural en granulés de pierres enrobés de résine

Also Published As

Publication number Publication date
EP1925745A1 (fr) 2008-05-28
EP1925742A1 (fr) 2008-05-28
EP1925739A1 (fr) 2008-05-28
ATE495306T1 (de) 2011-01-15
ATE495307T1 (de) 2011-01-15
EP1925739B1 (fr) 2011-01-12
EP1925749A1 (fr) 2008-05-28
EP1925744A1 (fr) 2008-05-28
EP1925741A1 (fr) 2008-05-28
EP1925740A1 (fr) 2008-05-28
EP1925751A1 (fr) 2008-05-28
EP1925737A1 (fr) 2008-05-28
DE502007006236D1 (de) 2011-02-24
EP1925744B1 (fr) 2011-01-12
EP1925743A1 (fr) 2008-05-28
EP1925738B1 (fr) 2011-01-12
DE502007006235D1 (de) 2011-02-24
DE502007006237D1 (de) 2011-02-24
ATE495308T1 (de) 2011-01-15
EP1925750A1 (fr) 2008-05-28

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