DE202007016495U1 - Wall with panels and posts - Google Patents

Abstract

Wall (1) with at least two panels (2, 2 ') forming the two wall sides and at least two posts (4) which are anchored on the bottom side and spaced apart in the wall longitudinal direction,
the panels (2, 2 ') being spaced from one another, forming at least two sides of a wall filling basket with at least one wall filling space (31) for filling material (32) and fixed to the posts (4),
characterized,
in that at least one of the posts is formed as a lattice post (4).

Description

The The invention relates to a wall with at least two the two sides of the wall forming panels and at least two posts, the bottom side anchored and in the wall longitudinal direction spaced apart, the panels spaced from each other are arranged, at least two sides of a Wandfüllkorbes with at least one wall filling space for filling material form and attached to the posts.

such over at the bottom the posts anchored slender walls, which are preferably fillable with filling material, the behind the panels at least partially or partially visible stays, can for the organization of open spaces or used as a separation on a property boundary, whereby they can provide visual, sound or wind protection. The Walls will be individually or as an arrangement of several stand-alone or with each other used to a wall structure of connected walls or 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. However, the fence posts formed of pipes are visually striking with respect to the wire mesh panels due to their closed side surfaces. Since the fence posts are not directly connected to each other and therefore do not form according to the teaching of static querkraftübertragende unit, they must each have a very stable bottom-side anchorage, so that the wall against z. B. can be supported by wind load applied bending forces. Furthermore, they do not form a separation of the wall filling space filled with matt-like material with the fence posts.

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. These steel posts are visually striking due to their closed side surfaces against the grid mats and are therefore used only up to a certain post strength. As protective fences with a larger width only one of the two mesh mats is attached to the steel post, complex connections via additional spacers are required to ensure the necessary stability of the fence. In order to use gravel with a smaller grain size as filling material, a close-meshed welded mesh or a wire mesh must be attached to the insides of the two mesh mats.

The However, massive steel sections of the posts are due to the huge Material requirements and the high own weight in the purchase, the Transport and processing comparatively expensive and can visually be disadvantageous.

The DE 20 2006 003 299 U1 discloses a bulk-fillable wall having two tabular grid members spaced apart substantially parallel to each other and connected to paired opposing vertically disposed T-beams which are anchored in the ground and interconnected by a plurality of solid struts the struts at the top of the T-beam are arranged horizontally and otherwise obliquely. The two individual T-beams do not form a clear separation of the Wandfüllraumes.

From the DE 42 32 029 A1 has become known a noise barrier, which is constructed of spaced apart grids, between which a filling of stone or earth material is added. In each case two opposing grids are mounted on associated ladder-shaped double supports, each two spaced in a plane arranged double supports are aligned transversely to the grids and are anchored on respective own base plates on the ground. The two double columns thus represent independent posts, which are based on the entire width of the two double columns for each slender and each other statically independent. Although they can be connected by attachable crossbars, however, these crossbars do not constitute a firm connection, so that the two double carrier comparable to the post of EP 1 283 304 A2 with lateral loading of the noise barrier, z. B. by wind forces, can bend against each other and thus can not impart high stability to the noise barrier.

The DE 200 13 351 U1 discloses a fence of lattice panels mounted on vertical posts spaced along the fence. Each post has on its side facing the fence surface at least a pair of vertical bars which are parallel and spaced apart, the spacing of the two bars being adapted to the size of a screwable holding element with which the grid plates are secured to the posts. This fence is not in particular fillable with filling wall.

The DE 41 11 667 C2 shows a ball catch fence, in which two lattice panels are fixed to a spatial wireframe post with a polygonal cross-section, which are arranged in a plane on both sides of the wire mesh post and bolted thereto. Also this fence does not form a particularly fillable wall.

at the mentioned walls none of the posts makes a visual accent. In particular, have long walls a substantially uniform appearance without optical Variety on.

task The invention is an initially mentioned wall with at least to create a pole that respects its characteristics is improved, as well as to provide a post for such a wall.

The Task is at a wall with the characteristics of the preamble of Claim 1 according to the invention thereby solved, that at least one of the posts is formed as a lattice post.

The Task is also performed by a post with the characteristics of the claim 16 solved.

advantageous Embodiments are in the dependent claims specified.

One Such lattice post has a high strength in comparison low material usage. It can be formed flat or spatially, that is, it extends essentially in one area or he is spatial formed and has a flat horizontal cross section.

Of the In each case, the lattice post forms a firmly attached, stable unit in the transverse direction of the wall, that is perpendicular to the longitudinal extent over the wall their thickness or width. Even if the lattice girder consists of several individual Grid-bearing elements or lattice girder assemblies is formed, these are always a fixed with respect to their load carrying capacity integrated lattice post structure.

Two individual, neighboring independently standing posts, which are not fixed and connected with each other are, do not represent such a post according to the invention.

By the inventive design of the post, this or his Pfostenfüllkorb by a filler filled that is not entirely due to the fact closed peripheral structure remains visible. The filling material depends on from the desired Appearance of the post selectable, where especially the surface structure, the color and bulk Like pebbles, the size of the individual bulk parts for the Purpose selected can be. Thus, a conscious visual design of the wall by the difference in the appearance of the at least one Pfostens and the at least one blackboard be provided.

The Recesses can Holes, openings or holes be in a closed peripheral structure, the z. From one or more plate-shaped Components or is formed by a pipe. The peripheral structure may appear little if the recesses account for a large proportion on the peripheral surface taking.

In order to the post differs significantly from the known posts, the so far with fillable walls have been used.

The Wall can be formed arbitrarily and they can z. B. a flat panel or the like.

Of the Wandfüllkorb represents the peripheral boundary of the wall filling space. The two panels form at least the two opposite longitudinal sides of the Wandfüllkorbs in a horizontal cross-section in approximately rectangular Wandfüllkorb and the two posts or other separating components, in particular lattice-like components, form the respective narrow sides on the circumference of the wall filling basket. A bottom or bottom of the wall fill basket may have its own Component such. As a panel or from a bent portion be formed one of the two side panels. Furthermore, can the floor without its own component, the wall filling space is then underside of the Background limited.

ever according to the shape of the wall, the Wandfüllkorb also of a rectangular shape differ and he can usually arranged in parallel next to the two Panels and the two posts further peripheral components as boundaries exhibit.

There also the wall filling basket with freely selectable filling material fillable a wall can be made using uniform filler material in the wall filling baskets or Wall fillers like also in the post baskets or Contain the post bottoms is. On the other hand, by a different filling a Repeating or alternating pattern formed over the migratory stretch become.

If the cross-section of the post is sufficiently large, at least forms a post with different filling a visually distinct different appearance one of the wall fill baskets.

A wall according to the invention is an upright, flat Component. A wall according to the invention forms opposite a fence a closed, opaque or almost opaque Area. openings or views through the wall are possible. These are then aware Made and not like a fence a basic feature. A wall according to the invention differs by its shape of, for example, a block or a post.

A Wall has a flat surface or plate-like slender, basic shape. Gabions are blocky Shape. A wall according to the invention has across from Gabions above all a high slimming of the wall thickness to the basic form on. Poles have one of the height after a slender, columnar shape. A wall according to the invention points opposite Pole a predominantly area Shape up.

A wall according to the invention is mostly a freestanding wall for gardening and landscaping. The wall is outside, not inside a building. The wall takes over no static function as part of a building, but makes one Creative and / or technical function outdoors. Therefore, will the wall usually be exposed to weathering.

The design and technical requirements in gardening and landscaping, in the private garden or in public Space and in traffic and road construction are very diverse. A wall according to the invention is like a separation on a property boundary or subdivision of a property used in separately usable areas. A wall according to the invention prefers privacy, wind protection or sound insulation. in the Traffic and road construction met the wall as a soundproofing component a particularly significant task. That's what the Wall according to the special regulations and requirements for this Application adapted to form.

Prefers is in private real estate or public real estate the thickness of the wall and / or the width of a grid post or a stiffening element preferably 70 mm to 300 mm, in particular 110 mm to 250 mm and preferably 150 mm to 220 mm. This results yourself an optimal result the space requirement and the protective task of the wall. At usual Heights of a wall up to 200 cm, sometimes up to 300 cm, is also the required bending stiffness well met. For wall thicknesses below 70 mm becomes the filling at usual Tafelrastern and grain sizes dependent therefrom of the filling material transparent. As a result, the required protection performance drops or disappears the Wall. For wall thicknesses over 300 mm will give more floor space consumed and costs increase without the quality of the wall, such as the protection performance or the optics is improved.

It is task of the wall according to the invention, as possible through their design little floor space to consume. In traffic and road construction, the base area consumption plays mostly a minor role. Here is the fulfillment of the valid regulations and requirements, in particular the technical characteristics of use the wall, by standards, laws and the like in the foreground. After this basic requirement is the most cost-effective design or fulfillment important to this task. It is therefore advantageous if, in traffic and road construction but also when needed for private real estate or public Real estate the wall thickness of the wall filling basket and / or the width a post and / or a stiffening component at least 70 mm or 90 mm, better from 110 mm or 140 mm, in particular from 160 mm or 180 mm and preferably at least 220 mm.

The Wall thickness of Wandfüllkorbs invention and / or the width of a post and / or a stiffening component is but maximum 890 mm or 800 mm, better at most 690 mm or 600 mm, in particular maximum 490 mm or 450 mm and preferably maximum 390 mm or 350 mm or 340 mm or in particular maximum 290 mm. Due to larger wall thicknesses can higher walls static sure to be built with continued high slenderness. Also more Functions of the wall such as sound insulation can be through larger wall thicknesses easier to integrate into the wall. The thicker the wall, the larger the wall Material and cost. Therefore, that should be for the respective purpose according to the invention ideal wall as thick as necessary and so thin as possible be.

With the wall height is usually referred to their free height. The free height is the height of the wall according to the invention above its anchorage in the ground. If parts have a wall with one Entire component height in the delivery state of 300 cm, for example, with 80 cm of their height are anchored in the ground, then the wall has a wall height or a free height of 220 cm.

The walls according to the invention usually have a height from at least 59 cm or 60 cm or from 79 cm, as spatial For example, mark at a property boundary like at least 99 cm or at least 100 to 120 cm or more, for example at least 149 cm. In particular, have as visual, wind or sound insulation she prefers a private real estate or public real estate Height of at least 160 cm, usually at least 180 to at least 199 or 200 cm in particular at least 249 cm or more and rarely up to 300 cm on.

Especially in their function as sound insulation in private real estate or in public real estate and met in traffic and road construction the wall a particularly significant task. The wall is appropriate for that adapted to the specific regulations and requirements for this application form. It is therefore advantageous if in traffic and road construction but also when needed for private real estate or public Real estate the wall of the invention a wall height of a maximum of 1210 cm or 810 cm or 610 or 510 or 410 cm or 360 cm or 330 cm or in particular 310 cm or less.

The walls according to the invention usually have from lattice post to lattice post a length rarely below 99 cm or 100 cm, sometimes at least 124 cm or 149 or from 150 cm. Most are at least 199 cm or from 200 cm long, in particular at least 249 cm long and barely reach more than 300 cm. For double rod mats is their default length of 251 cm.

Especially in their function as sound insulation in private real estate or in public real estate and met in traffic and road construction the wall a particularly significant task. The wall is appropriate for that adapted to the specific regulations and requirements for this application form. It is therefore advantageous if in traffic and road construction but also when needed for private real estate or public Real estate the wall of the invention a wall length of a maximum of 1210 cm or 810 cm or 610 or 510 or 410 cm or 360 cm or 330 cm or in particular 310 cm or less.

at Noise barriers is their post grid of mostly about 300 cm or 400 cm or 500 cm or 600 cm.

A wall according to the invention has a surface or plate-like slender basic form. This basic form describes through their slimming. The slenderness is expressed by the ratio of the wall thickness to the wall length and / or by the ratio the wall thickness to the wall height out. A wall according to the invention has a relationship the wall thickness to the wall length of at least 1: 4 or 1: 5 or 1: 6 or 1: 8 or in particular 1:10 or more and / or a wall according to the invention has a ratio of Wall thickness to wall height of at least 1: 3 or 1: 4 or 1: 5 or 1: 6 or 1: 8 or in particular 1:10 or more up.

For a wall according to the invention is a proof of stability according to the applicable laws, Standards and regulations. The wall has to fulfill the respective static requirements. The are mainly Wind loads and impact loads. The impact loads, for example, by persons are regularly lower as the wind loads. Impact loads from vehicles are static if necessary separately. The wind loads are composed of wind pressure and wind suction. The occurring wind is regionally very different. In Germany, for example, there are maps with details one locally always valid Wind load zone. There are currently four wind load zones, namely the Wind load zone 1, 2, 3 and 4, distinguished. In addition, the wind load zones 2, 3 and 4 differentiated between inland and coast or islands.

The Wind loads are so different that not only marginal Differences but significant differences in design the load-bearing components of a wall according to the invention result. This leads, for example on immediate requirements for the statically effective shares for example, the wall post and / or at the respective wall height, wall thickness, Wall length or at the slimming.

at high walls is one of the height to consider different wind load. From defined Heights become higher Wind loads per unit area based on a static calculation.

A wall of one or more block-like components, such as a gabion wall, achieves its stability by the shape and its own weight without anchored in the ground post. Without additional static measures, a freestanding wall according to the invention would anchor without anchoring because of its small wall thickness or because of its slenderness in the static loads such as wind loads or impact loads. At least one rigidly anchored in the ground post protects, in contrast to a gabion wall, a wall according to the invention before falling over.

In a preferred embodiment has a wall according to the invention on at least one of the two sides of the wall on an outside backfill. The wall is thus as a supporting wall formed and / or used.

at Support walls are special static loads from a backfill or from the to be supported To consider soil. A wall according to the invention can as a support wall be used. The burdens of the earth are however in comparison to the Wind loads significantly higher. When behind a retaining wall not a plane to support Area but one to the supporting wall followed by Slope or a plane but be driven by vehicles surface must, then the loads to be applied from the statics are still times considerably higher. According to the respective underlying wall height and / or wall length the wall thickness and / or the statically effective components of the wall sufficiently massive.

A such support wall may be due to the anchoring of their posts to the ground or subsoil even with a slim design high support or bending forces, the in particular by the backfilling be generated, record or support. Such a slim Design can be cost effective and with this wall in contrast to the wide gabion walls to save space.

Conveniently, each post is anchored with a single foundation in the ground or underground, when the wall is created. Opposite strip foundations is this solution easy and fast to produce anywhere and inexpensive. however are strip foundations for the anchoring of the posts is not excluded in principle, though these also higher Have drainage requirements.

The backfill can be at any height filled up on the one wall side become. The posts are in terms of their strength against bending or Deformation sufficiently dimensioned. An enlargement of the wall thickness is for support higher forces not necessarily required while at Gabion walls the individual grid baskets would have to be made significantly wider in load direction.

In In an advantageous embodiment, a support wall is inclined in the direction of the backfilling is arranged. By an inclination, in the jargon as start-up denotes a static advantage. The shaping and form the statically effective force from the weight of the wall a back pressure to the earth pressure of the backfill. This will reduce the forces to be derived by the construction of the wall. The saves above all material and thus costs. Such a tendency can z. B. easily adjusted by appropriate arrangement of the posts be, with the posts already in the production of the inclined Wall can hold this securely in their tilt position. A wall according to the invention points as a supporting wall preferably an inclination against a backfilling of 3 to 20 degrees, preferably 4 to 15 degrees and especially 5 to 10 degrees.

Basically the wall especially as a slender wall with any flat panel be formed, which forms both sides of the wall. Conveniently, contains the wall at least two panels forming the two sides of the wall, wherein the panels are spaced from each other, at least two sides of a wall filling basket with at least one Wandfüllraum for filling material limit and attached to the posts. The boards are usually arranged parallel to each other. Furthermore, at least contains a partial area at least one of the panels recesses for visual perception in the wall filling room to be absorbed filling material. Thus, the filling material in Wandfüllraum stay visible. In an expedient embodiment the panels have a grid-like structure. The wall filling basket presents the peripheral boundary of Wandfüllraumes. The two panels form at least the two opposite longitudinal sides of the wall filling basket in a horizontal cross-section in approximately rectangular Wandfüllkorb and the two posts or other separating components, in particular lattice-like components, form the respective narrow sides on the circumference of the wall filling basket. A bottom or bottom of the wall fill basket may have its own Component such. As a panel or from a bent portion be formed one of the two side panels. Furthermore, can the floor without its own component, the wall filling space is then underside of the Background limited. Depending on the shape of the wall, the wall filling basket can also may deviate from a rectangular shape and he can usually do the two parallel arranged panels and the two posts further peripheral components have as limitations.

There the wall filling basket with freely selectable filling material fillable a wall can be made using uniform filler material in the wall filling baskets or Wall fillers like also in the post baskets or Contain the post bottoms is. On the other hand, by a different filling a Repeating or alternating pattern formed over the migratory stretch become.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

A inventive panel can already have a wall surface or a view area a wall according to the invention produce. The panel according to the invention is then preferred a slender flat structure with closed Area, wherein one or more panels also openings or openings can have. in principle can they Plates thin area Entities with closed surface and edge-shaped Fasteners for be the connection with screw clamping parts, these structures also openings or may have openings. The panels are preferably made of metal. The boards can too made of wood or plastic. The boards can also be made of wood or plastic consist. You can have a closed or a perforated surface.

In a preferred embodiment a wall according to the invention the wall has at least two panels forming the two wall sides and at least two posts anchored to the ground and in Length of the wall spaced apart, the panels spaced from each other are arranged, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum for filling material form and attached to the posts. It is important that at least a partial area at least one of the panels recesses for optically perceiving the Wandfüllraum to be included filler having. The blackboard is holding because of the size of her Recesses the filler in the filling room back. Preferably, the panels are as possible formed flat components. This allows the wall thickness as possible be formed low. At the same time, the wall remains optimally opaque when filled. This saves floor space, Material and therefore costs.

Preferably one bridges Blackboard as in the wall longitudinal direction one-piece Component the distance between two spaced-apart posts.

It is advantageous if the panels as lattice-shaped structures and in particular as wire mats, preferably as wire mesh mats made of metal or Steel with spot welded Nodes are formed. These are fast and inexpensive, in particular by factory prefabrication, produced. Spotwelded Wire grids are usually prefabricated by means of resistance spot welding. Also induction welding, High frequency welding or laser welding are preferred welding techniques. Unlike welding techniques with material-feeding welding electrodes In the given techniques, the workpiece is partially heated and through Pressing each other together. The resulting welded joints differ not only technically but already already visually significantly of welded joints by means of material-feeding Welding electrodes.

Grid mats according to the invention are usually formed as parallelograms. By a Punktverschweißung are the wires a node materially connected and thus form rigid Node. These nodes are thus able to absorb bending tensile forces. This causes a static stiffening in the longitudinal direction of the wall, because the panels thus have a disk effect. A factory prefabrication, at least partially, reduces costs. Wire and so too Wire mesh mats are therefore inexpensive to produce as a result. Wire is mostly round, but it can also be approximately round or polygonal for example, be square, hexagonal or octagonal. Also the form similar to flat steel wires are suitable for Wire mesh mats. flat wires show in the longer Cross-sectional axis a particularly high static bending resistance on.

It is particularly advantageous when the grid mats in particular as Double rod mats or flat wire mats are formed. These will industrial in large Quantities made. The double bar mats and flat wire mats are Mostly on fully automatic machines factory-made fence elements and in particular used in industrial real estate. They are therefore inexpensive and practically everywhere available. By the double bars show a higher one Bending stiffness in the surface, especially in the for a wall according to the invention important longitudinal extension between two posts, on as a single-layer bar mats with the same Grammage. As a result, less wall spacers are required or they can Lattice mats higher transmit static loads. Due to the high rigidity in the longitudinal direction are less or even, depending on Post grid and the respective static loads, no wall spacers required. The panel type and the wall spacers are dependent on the static loads and the wall masses preferably to be chosen so that the board has not bulged due to the weight of the filling becomes.

Usual wire mesh mats from industrial fence construction for use in a wall according to the invention have a length of 2.50 m plus two half wire diameters. This results from the usual longitudinal grid of 50 mm. 51 wires in the longitudinal direction of the grid mat plus two half Wire diameters give about 251 cm in length. Together with the post cross section thereby determines the center distance of the posts and the field length of a single wall or a grid wall in a long wall. The official length is usually 250 cm.

The Wire mesh mats from industrial fence construction for use in a wall according to the invention, in particular double rod mats and flat wire mats, have a height grid of mostly 20 cm up. The wire mesh mats usually have a one-sided projection the wires of the longitudinal grid. A usual lowest wire mesh mat has at least three height grids on, then the height not given with 60 cm but including the supernatant at 63 cm becomes. The known further heights of wire mesh mats from industrial fence construction are 83 cm, 103 cm, 123 cm, 143 cm, 163 cm, 183 cm, 203 cm, 223 cm and 243 cm.

The Wire mesh mats from industrial fence construction for use in a wall according to the invention, in particular double rod mats and flat wire mats, have different longitudinal grid on. The usual length measurement is mostly 5 cm. This results, depending on the vertical wire used by usually 6 or 8 mm, a smallest mesh size or a clear opening of 4.2 to 4.4 cm. Another length grid is 3.5 cm. This results, depending on the vertical wire used of mostly 6 or 8 mm, a smallest mesh size or a clear opening of 2.7 to 2.9 cm. By the additional wires This wire mesh mat is heavier and therefore more expensive. Another one length measurement is 2.5 cm. This results, depending on the vertical wire used of mostly 6 or 8 mm, a smallest mesh size or a clear opening of 1.7 to 1.9 cm. By the additional additional wires is this wire mesh mat even heavier and therefore more expensive. These values determine when used as a blackboard of a wall according to the invention the minimum grain size the filling material, the respective grid or the mesh size before falling out can secure.

ever smaller the grid or the smallest mesh size of a grid mat, the smaller the possible granulation a filling material. The smaller the grain, the lower the possible Wall thickness with guaranteed opacity. The smaller the wall thickness, the more less, especially high quality, filler is needed. simultaneously the space requirement for the footprint the Wall.

The Wire mesh mats from industrial fence construction, in particular double rod mats and flat wire mats, point longitudinally in the wires for the longitudinal grid the grid mat has a diameter of 6 mm or 8 mm. The double strands of the Double rod mats also have a diameter of 6 mm or 8 mm up.

In a development of the invention is a board as a grid mat, especially as a wire mesh mat and preferably formed as a double rod mat or as a flat wire mat, in particular their wires a wire diameter of 4 mm to 11 mm, in particular 5 mm 9 mm but preferably 6 mm to 8 mm. Here are all wires or single specific wires one of the specified diameter.

In a preferred embodiment of a wire mesh mat, the at least a boundary side of a filling basket with at least one filling space for filling material forms, wherein the wire mesh mat due to their mesh size the filling material in the filling room holds back, is the mesh size, ie the clear distance between the wires, or is a grid and / or the wire diameter of the grid mat in terms of grain sizes and / or the bulk density of the filling material adapted formed.

One Inventory filling finds preferred in a gabion, in a wall according to the invention or in a wall element according to the invention. At least two wire mesh mats preferably form at least partly a gabion, a wall or a wall element with at least a filling basket, the at least one filling room for mineral filling material having.

The Wire mesh mat is preferably formed as a double rod mat, wherein the single wires or the center wires those wires are the longitudinal grid longitudinal form the grid mat. The diameter of these individual wires or means wires is preferably less than 6.0 mm and in particular 5.5 mm or 5.0 mm or 4.5 mm or 4.0 mm. The double rod wires are those wires that the height grid in the height direction form the grid mat. The diameter of these double bar wires is preferably less than 13.0 mm or less than 11 mm or less than 9 mm and in particular 8.0 mm or 7.5 mm or 7.0 mm or 6.5 mm or 6.0 mm or 5.5 mm

Around For example, to save board spacers or larger static Loads in a basket to be able to record in particular, without the panels having a deformation similar to one Quilting pattern, the double rod wires should have a larger diameter instead of a decreasing diameter. diameter of at least 9 mm or 10 mm or 12 mm are then advantageous.

The double rod mats according to the invention have a combination of individual wires or with wire and double rod wires. This combination is called a configuration. The configuration of the wire diameter of "double rod wire / angled single wire / center wire / double rod wire" in a preferred embodiment is "8 / 5.5 / 8" mm or 7 / 5.5 / 7mm or 6 / 5.5 / 6 mm or 8/5/8 mm or 7/5/7 mm or 6/5/6 mm or 8 / 4.5 / 8 mm or 7 / 4.5 / 7 mm or 6 / 4.5 / 6 mm or 8/4/8 mm or 7/4/7 mm or 6/4/6 mm.

at a preferred reinforced Formation of the double rod mats are the configurations "10/4/10" mm or "10 / 4.5 / 10" mm or "10/5/10" mm or "10/6/10" mm or "10/7/10 "mm or" 10/8/10 "mm or" 12/4/12 "mm or" 12 / 4,5 / 12 "mm or" 12/5/12 "mm or" 12/6/12 "mm or "12/7/12" mm or "12/8/12" mm or "14/5/14" mm or "14/6/14" mm or "14/7/14" mm or "14/8 / 14 "mm advantageous.

The Wire mesh mat is preferred as a flat wire mat analogous to a, represented in the description in preferred embodiments, Double rod mat formed, with the individual wires are those wires, the longitudinal grid longitudinal form the grid mat. The diameter of these individual wires is preferably less than 6.0 mm and in particular 5.5 mm or 5.0 mm or 4.5 mm or 4.0 mm

Regarding one preferably reinforced Formation of the flat wires are the static conditions or designs according to the described double rods to apply the double bar mats. In this case, static are in the bending direction to favor effective flat wire widths of 10 mm up to 30 mm.

The Grid of single wires a double rod mat according to the invention or flat wire mat is preferably smaller than 105 mm or 80 mm or 65 mm or 55 mm or 40 mm or 30 mm and in particular 100 mm or 75 mm or 50 mm or 35 mm or 25 mm.

The Mesh size, ie the width, the individual wires of a Double rod mat according to the invention or flat wire mat is preferably smaller than 97 mm or 73 mm or 57 mm or 47 mm or 32 mm or 22 mm.

The Grid of double bars or the flat wires a double rod mat according to the invention or flatwire mat is preferably smaller than 405 mm or 305 mm or 255 mm or 205 mm or 155 mm or 105 mm or 55 mm and in particular 400 mm or 300 mm or 250 mm or 200 mm or 150 mm or 100 mm or 50 mm.

The Grid of single wires × double bars or flat wires a double rod mat according to the invention or flat wire mat is preferably 100 mm × 200 mm or 75 mm × 200 mm or 50 mm × 200 mm or 35 mm × 200 mm or 25 mm × 200 mm.

A Double rod mat according to the invention or Flat wire mat preferably has a mesh size of 25 mm 45 mm or 27 mm to 40 mm and in particular 30 mm to 33 mm or a grid of 27 mm to 47 mm or 30 mm to 40 mm and in particular 35 mm up. Through this special grid with a wire thickness from about 4 to 8 mm or 4 to 6 mm and in particular 6 mm to 8 mm can smaller grains of the filling material like z. As stones or pebbles from 22 mm or 24 mm, usually 29 mm or 31 mm can be used. These are much more common as grains 42 mm. They therefore offer a larger selection of design and are mostly cheaper than larger grits. Due to the smaller grain size Fulfills the wall the desired one Protection task even with smaller wall thicknesses. This will cause footprint, material, Working time for the filling and thus saved costs.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment is a wall with at least two the two sides of the wall forming panels and at least two posts on, anchored on the bottom side and spaced from each other in the wall longitudinal direction are, wherein the panels are arranged spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum for filler limit and attached to the posts. It points at least a partial area at least one of the panels recesses for visual perception of the wall to be included in the wall space filler on. A wall according to the invention has at least one horizontal between at least two posts arranged stiffening component, in the direction of the wall length, in particular due to wind load, occurring horizontal bending forces indirectly or directly into the posts.

The arrangement of a stiffening element or a stiffening component obstructs or reduces the horizontal deflection of the associated panels. This is of particular importance in horizontally large static slenderness with correspondingly small moment of resistance, especially at the top, static 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 according to the invention has a high bending stiffness in the horizontal direction, too slim design the wall, especially with long and thin walls.

In an advantageous embodiment the stiffener is wider in the direction of wall thickness than the filling basket. In this case, the stiffening component on one side or both sides over the Füllkorb protrude. This configuration made possible by the large static Effective height the stiffening component in its bending direction across the wall length particularly slim Walls and / or a particularly economical use of materials and thus low costs. simultaneously the stiffening component serves as a structural component of a wall according to the invention.

A wall according to the invention may have one or more stiffening components. Is preferred an inventive stiffening component located at the top or at the top of a wall, the it there the greatest possible static effect he brings. The at least one stiffening component can also be arranged at any position of a wall according to the invention. The Dimension and position of a stiffening component is predominantly determined by the respective static requirements. The wall is with low on wall producible and easy and installation. This is they cheap. The wall looks visually pleasant and is through the Stiffening component statically and optically arbitrarily designed.

The stiffening component according to the invention very similar to the post in the static task. Both components have the task of reliably absorbing bending forces and forward. However, the stiffening member becomes static claimed as a field carrier. The item but is bent on as a cantilever post or clamped Claimed pillar. Nevertheless, an advantageous formation of both components is very similar. Consequently, the embodiments according to the invention described below are of the post also apply to the stiffening component.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

One inventive post is an upright, columnar slender component. Gabions have a block-like shape. An inventive post points to gabions above all, a high slenderness in the ratio of the post cross section to the post height on. An inventive post is preferred in the direction of the wall thickness as integral or firmly connected component formed. This makes it optimally static, there concerning bending forces each his entire post thickness static as effective effective height static takes effect. A post consisting of two essentially one another statically independent is arranged in the direction of the wall thickness components is static unfavorable.

One inventive post is preferably in the direction of the wall height as integral or fixed connected component formed. This makes it optimally static, there concerning bending forces each his entire height continuously sta table is effective. The height after multipart posts are technically feasible. A necessary static However, secure connection of the multiple post parts causes additional Costs. This solution is only suitable for special requirements.

One inventive post is usually a component of a freestanding wall for the garden and Landscaping according to the previous one Description of a wall according to the invention.

One inventive post points in the direction of the wall thickness of a wall according to the invention a post width according to the previous description a wall according to the invention on. The post may be narrower, but preferably about the same be formed wide or wider than the wall thickness. At low Wall thicknesses of, for example, only 12 cm or less with a frequent wall length of around 250 cm, it is advantageous if the post at least on one side over the Wall protruding. This increases Its static usable height in bending direction, without the wall thickness must be greater.

With the post height of a post according to the invention is usually called its free height. The free height is the height of the post above its anchorage in the ground. If a post with a total height of 300 cm is anchored in the ground, for example, with 80 cm of its height, then it has a post height or a free height of 220 cm. The post height is preferably substantially equal to the wall height. The post may, for example, for design reasons, also be higher on the wall panels. Or the post is, for example, for reasons of cost, lower than the wall height. This is technically feasible if the panels or the wall is technically formed so that the projecting beyond the post area of the panels takes over the static load dissipation.

The Poles usually have a post height from at least 59 cm or 60 cm or from 79 cm, as spatial For example, mark at a property boundary like at least 99 cm or at least 100 to 120 cm or more, for example at least 149 cm. In particular, have as visual, wind or sound insulation it prefers a height of at least for private real estate or public real estate 160 cm, usually at least 180 to at least 199 or 200 cm in particular at least 249 inches or more and rarely up to 300 inches. Especially in their function as sound insulation in private real estate or at public Real estate and in traffic and road construction meets the wall one particular significant task. Therefore is the wall according to the special regulations and requirements for this Application adapted to form.

It is therefore advantageous if in traffic and road construction but also at Demand for private real estate or public real estate the Pole a pole height of a maximum of 1210 cm or 810 cm or 610 or 510 or 410 cm or 360 cm or 330 cm or in particular 310 cm or less.

crosswise to the wall thickness in the direction of the wall length plays the width of the post due to the static conditions a wall according to the invention mostly only a minor role. In this direction takes over the wall of the invention with their area, the panels and the filling material mainly the Task of the stiffening, since they usually static a disc effect having. The minimum post width in the direction of the wall length is hence the measure of his minimum construction width. The minimum width is thus around 1 to 2 cm. In most cases, a post has a minimum width of 3 cm or 4 cm or 5 cm or 7 cm up.

In a preferred embodiment of the post, this can optically be attractively designed. To appear visually striking, It is advantageous to make the post sufficiently wide. The post should preferably not be covered by the panels be. A usual Width is then dependent from the post material and the color choice, at least 5 cm or 7 cm or 10 centimeters. An inventive post but will not be wider than 95 cm. The post width is mostly maximum 890 mm or 800 mm, better at most 690 mm or 600 mm, in particular a maximum of 490 mm or 450 mm and preferably a maximum of 390 mm or 350 mm or 340 mm or in particular maximum 290 mm. An inventive post preferably has a post width in the direction of the wall length of 5 cm to 35 cm on.

One inventive post has a columnar shape slim basic shape. This basic form is described by her Slimness. The slimming presses through the relationship the post width in the direction of the wall thickness to the post height and / or through the relationship the post width in the direction of the wall length to the post height. An inventive post has a relationship the post width in the direction of the wall thickness to the post height of at least 1: 2 or 1: 3 or 1: 4 or 1: 5 or 1: 6 or 1: 8 or in particular 1:10 or more on and / or a post according to the invention has a ratio of Post width in the direction of the wall length to the post height of at least 1: 2 or 1: 3 or 1: 4 or 1: 5 or 1: 6 or 1: 8 or in particular 1:10 or more up.

For one inventive post is a proof of stability according to the applicable laws, Standards and regulations. The post has, according to the previous one Description of a wall according to the invention, to meet the respective static requirements.

One inventive post, in particular a grid post or wire grid post is preferred formed in the transverse wall direction as a load or force unitary structure. He thus forms a one-piece or in the direction of the wall thickness firmly connected component. Thus he acts statically optimally because in terms of bending forces each his entire post thickness static as effective effective height static takes effect. Such a grid post has a high strength with comparatively low material usage. He can be flat or spatial be formed, that is, it essentially extends in a surface or is spatially formed and has a flat horizontal cross section. A post made up of only two each other substantially statically independent in the direction of the wall thickness arranged components is formed statically unfavorable.

An inventive post is preferably formed in the direction of the wall height as a one-piece or firmly connected component. As a result, it has a statically optimal effect, since its entire height is consistently structurally effective with regard to bending forces. The height of multi-part posts are technically feasible. However, a necessary statically secure connection of the multiple post parts causes additional costs. This solution is only suitable for special requirements. In a preferred embodiment, a wall is provided with at least two panels forming the two wall sides ( 2 . 2 ' ) and at least two posts ( 4 ), the bottom side anchored and in the wall longitudinal direction of each other beab stood are formed, whereby the boards ( 2 . 2 ' ) are spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ) are attached. At least one post as a grid post ( 4 ) educated. A post according to the invention is preferably formed as a lattice post. A grid post according to the invention is a post which is formed from a grid mat or a lattice girder or a combination of grid mat and lattice girder.

One Grid post according to the invention forms in any case a firmly attached stable unit in the transverse direction of the wall, that is perpendicular to the longitudinal extent over the wall their thickness or width. Even if the lattice girder of several individual lattice girder elements or lattice girder assemblies is, these are always a fixed in terms of their load capacity integrated lattice post structure. Two individual, neighboring independently standing posts, which are not fixed and connected with each other are, do not represent such a post according to the invention.

Of the Lattice post can also be additional Elements such as reinforcing straps and / or reinforcing cross struts and / or reinforcing Diagonal struts have. A wall according to the invention with at least one inventive post is statically well formed and has a pleasant, harmonious Appearance on. It looks visually slim, elegant and unobtrusive. The optics and the material are the panels, if for wireframe used, very similar. There are no massive ones, especially on the front sides of the pegs Cross sections and viewing areas, but filigree wires. The posts are reduced to the statically necessary and optimized. Thereby they are easy, cheap and easy to transport, inexpensive and easy in manufacturing and processing. By the low Weight, in contrast to the known solutions, a common Completely assembled wall element, in the unfilled state before attachment in the underground, without any mechanical help to be moved and combined. The is easy, fast and cheap. The wall can be at least partially be prefabricated industrially and therefore inexpensively. Especially Flat-shaped posts have the advantage of being extra simple and inexpensive to produce, storable and transportable are and in the installed state no further, small-scale filling space produce. For double rod mats or flat wire mats as panels one becomes very similar, similar and homogeneous appearance achieved.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment, at least one lattice post or a lattice girder with at least two wires ( 7 ) and at least one of the wires ( 7 Connecting Grid Post Spacers or Truss Spacers ( 11 . 16 ) educated. A grid post according to the invention thus consists of at least three elements or components, namely the two outer straps or bars or wires and the two straps or bars or wires connecting spacers or lattice spacers or lattice girder spacers (US Pat. 11 . 16 ) or connecting parts. The elements or components may be flat, polygonal, oval or round in cross-section. They can be solid or shaped as a hollow body.

In a preferred embodiment has a post in addition to the outer straps other vertical elements or components, in particular other straps or bars or wires between the at least two outer straps on. This creates an additional statically securing training of the post. In case of static Failure of one or more outer straps These other elements make up with the functional ones Elements of the post a spare post which assumes the task of hedging. As a result, while the permanent stability of the wall according to the invention not given anymore. The replacement post, however, secures the wall falling over. An inventive security carrier avoids therefore in case of failure personal and Damage to property.

Of the Spacer, so the grid post spacer or the lattice girder spacers can in relation to to the outer bars or straps be arranged substantially at right angles. In case of stress then enter the connection node through the formation as rigid Knot static bending tensile forces on. For a sufficient bending stiffness of such a grid post, in particular in the direction of wall thickness, many are spacers with many Connection nodes or nodes then beneficial.

Grid posts are preferably not parallelograms. If they show diagonals, they become particularly rigid. They then derive higher bending forces, in particular in the direction of the wall thickness, with less bending height or less cross-sectional area of the lattice post. It is therefore particularly advantageous if the spacers, so the grid post spacers or the lattice girder spacers are formed as diagonals. This essentially enters the node only tensile and / or compressive forces instead of, for example, bending forces or bending tensile forces. The spacers can then be dimensioned smaller. There are also fewer nodes required. If the grid of the diagonal smaller or more diagonals are arranged, then the load capacity increases in the bending direction, especially in the direction of the wall thickness.

In a preferred embodiment is at least one post and / or the at least one stiffening component and / or at least one metal post a grid post or a girder and in particular a wire mesh post or wire mesh support, wherein their wires in particular a wire diameter of 4 mm to 16 mm, in particular 5 mm to 14 mm and preferably 6 mm to 12 mm. For elements with round cross sections, in particular wires, be the diameter thereof 4 or 5 mm to 16 mm, in particular 5 or 6 mm to 14 mm and preferred 6 or 7 mm to 12 mm. Such post has at low Weight nevertheless high rigidity and strength. This will be achieved a sufficient bending stiffness. Visually, such are Elements very harmonious because they are neither bulky nor undersized appear. 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 with each other or with other parts. Everyone can do it wires have the stated diameter or one or more specific wires have different wire diameters in any combination on.

It is advantageous if the posts as a lattice-shaped structure and in particular as wire mats, preferably as wire mesh mats made of metal or Steel with spot welded Nodes are formed. These are fast and inexpensive, in particular by factory prefabrication, produced. Spotwelded Wire grids are usually prefabricated by means of resistance spot welding. Also induction welding, High frequency welding or laser welding are preferred welding techniques. Unlike welding techniques with material-feeding welding electrodes In the given techniques, the workpiece is partially heated and through Pressing each other together. The resulting welded joints differ not only technically but already already visually significantly of welded joints by means of material-feeding Welding electrodes.

A preferred embodiment of a post as a grid post or wire grid post provides such a post the benefits of gratings or lattice panels ready. This indicates a grid post or a wire grid post a variety of the benefits of a grid on, as described in the description, especially with the panels and their design already described are.

One inventively designed Post provides a variety of options, its static Optimize education or the wall thickness or the filling spaces of the wall according to the invention to design and optimize. A more detailed representation of different options the design can be found in particular in the description of Filling rooms and the associated Characters.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their compounds, in particular with a grid post according to the invention, to form a wall according to the invention, Basically All disclosed features are essential to the invention and form individually or in any combination, the invention.

It is beneficial if the posts or the stiffening components or another component of a wall according to the invention wholly or partially as a grid-shaped Structure and in particular as a lattice girder or as a wire girder, preferably as wire lattice girder of metal or steel, in particular with point-welded nodes, are formed.

Lattice girders are in relation to for the use of materials static high load capacity. They are the same Material use significantly higher resilient as rolled profiles or sheet metal profiles. That's because that used material not flat Solid material is. A steel cross section is due to its material properties by tensile or compressive forces higher load capacity as by bending forces. girder consist of at least one upper chord, at least one lower chord and at least one diagonal. Transfer upper and lower straps Tensile and compressive forces from static bending stress. Diagonals transmit shear forces as Tensile or compressive forces. girder are inexpensive and easy to produce. They look slim and elegant.

In a preferred embodiment of the invention, a wall according to the invention comprises at least one post and / or at least one stiffening component, in particular a wire grid post or a wire grid carrier, which is produced from at least one or more flat or spatially shaped identical or different semi-finished products. A semi-finished product is an industrially manufactured component. Semifinished products are preferably produced in mass production. The production processes in semi-finished products usually have a clock frequency in the range of a few seconds to fractions of a second. Therefore, semi-finished products are against over artisanal products no elaborate one-offs, but uniformly formed mass-produced goods. As a result of these production conditions, a semifinished product is usually not individually adapted or individually configured in small quantities in each case at low cost. In most cases, semi-finished products are produced in an assortment of several embodiments. The basic shapes are predetermined and either not changeable at all or changeable or adaptable only with a few parameters. For example, a variable product parameter for semi-finished products that are produced lengthwise is product length, which can then be selected steplessly or in predefined levels.

Of the The essential advantage of a semi-finished product is that it is opposite to one handcrafted product usually much cheaper is. One is identical to the cost of a semi-finished product handcrafted product by far not in the same Price size to produce. Usually a semi-finished product costs only a fraction of a crafted Product. A semi-finished product forms part of an end product to be produced. To be part of a final product, eleven semifinished products are either still processed or it is ready to be installed in its manufactured form or usable for of the final product.

One inventive wire mesh post is preferably from a wire mesh semifinished product produced. An inventive wire mesh semifinished product is for example, a double rod mat or a flat wire mat or a wire mesh mat. An inventive wire grid carrier is preferably made of a lattice beam semifinished product. A lattice girder semi-finished product according to the invention For example, a wireframe carrier of a type that is predominantly in reinforced concrete construction for Element ceilings and flat lintels is used. The different semi-finished products of a suitable Assortments are already preformed or flat in the delivery condition. One inventive post is an end product that consists of at least one or more flat or spatial made of the same or different semi-finished products is.

Wire mesh semi-finished products according to the invention and / or Girder semi-finished products are preferably factory made Semi-finished products and in particular spot-welded, factory-wire mesh mats or Factory wire mesh support. The semi-finished products, for example, by automatic machines are continuous produced by continuous production or by piece production. The Wire connections are preferably made by means of contact welding. Unlike welding techniques with material-feeding welding electrodes In the given techniques, the workpiece is partially heated and through Pressing each other together. A very common one Process is the production of wire mesh products, for example Wire mesh mats or wireframe girders, using resistance spot welding. But also induction welding, High frequency welding or laser welding are preferred welding techniques. The resulting welded joints differ not only technically but already already visually significantly of welded joints by means of material-feeding Welding electrodes.

Wire mesh semi-finished products according to the invention are preferably spot-welded Wireframe carrier and / or spot-welded Wire mesh mats, preferably prefabricated by means of resistance spot welding factory are. They are preferably made of smooth and / or ribbed and / or profiled wires produced. The welded joints are preferably designed static loadable. Wire mesh posts according to the invention and panels of wire mesh semi-finished products have the advantage that they with regard to one filler have a grid-like, transparent surface. This is a visually appealing filling material a wall according to the invention visually well presented in the installed state.

One Another advantage is that wire mesh posts and panels according to the invention made of wire mesh semi-finished products on the one hand a filling basket-forming surface ready on the other hand, without having to use that much material for a closed surface.

One Wireframe post has a good visual presentation and achieved high static values, especially with regard to bending, with economical ones Use of materials. Due to the inventive design of the post can the filling space through a filling material filled that is not entirely due to the fact closed peripheral structure remains visible. The filling material depends on from the desired Appearance of the post selectable, where especially the surface structure, the color and bulk Like pebbles, the size of the individual bulk parts for the Purpose selected can be. Thus, a conscious visual design of the wall to be provided. Thus, the post differs significantly from the known posts that have been used in fillable walls so far are. Such a post still has a low weight high rigidity and strength and its lattice structure such. B. can be grid to be filled filling material be adjusted to this in the basket to hold while doing the desired to enable visual perception.

In a preferred embodiment, the at least one lattice post or at least one lattice girder has at least one or more equal or different reinforcement parts to the than one or more longitudinal sections and / or transverse sections and / or diagonal sections ( 11 ) are formed. The at least one reinforcing member may be formed rod-shaped, tubular or post-like. Tubes or rods, especially wires can be easily and easily attached close to the main body of the post. As a result, they look visually inconspicuous. Rods or tubes usually form a reinforcement of the outer straps of a body. A post-like reinforcement member provides both over its height, both a reinforcement of the outer straps and a reinforcement of the post spacers. As a result, optimal technical and / or design and / or static adaptation is made possible for different applications and tasks of a wall according to the invention.

The Connection of the semifinished product (s) and / or reinforcing component (s) is preferred after the factory production of the semi-finished products by welding and / or Terminals made. The respective reinforcing parts are with the / semi-finished or semiautomatic or handcrafted, as possible individual configurations and optimized customizations ready too put. This is a custom post with a or several semi-finished products as a starting point compared to a hand-made Post continues to be significantly cheaper.

One inventively designed Post provides a variety of options, its static Optimize education or the wall thickness or the filling spaces of the wall according to the invention to design and optimize. A more detailed representation of different options the design can be found in particular in the description of Filling rooms and the associated Characters.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their compounds, in particular with a grid post according to the invention, to form a wall according to the invention, Basically All disclosed features are essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment of the invention is a grid post, in particular a wire mesh post and / or a wire grid carrier, and / or a Stiffening component or a stiffening element of at least one or more flat or spatially shaped same or produced different semi-finished products. The post is particular wholly or partly as a lattice girder educated.

The Lattice posts or the stiffening elements may consist of one or more flat or spatial shaped same or different grid post units be formed.

at several lattice girders These are preferably connected together by clamping or welding. This results in many possible combinations and thus advantages. Optimally adapted static conditions, a variety of mounting options in particular for screw-clamp fastening elements, on both sides of the lattice post different wall thickness, one opposite to the Width of the lattice post or the stiffening element lower Wall thickness or a close-meshed side surface of the grid post facilitated or at all only possible.

The Lattice posts or the stiffening elements preferably have complementary elements on. This is, for example, an upper degree or a vertical one Gain cross-section whereby the technical application, the statics in particular at particularly tall or slender walls, the safety in use and a good look guaranteed are. A stiffening element can also be a wire section, the one attachment basis for produces a screw-clamp fastener. Furthermore, additional Rods for a close-meshed side surface a grid post, in particular at the edge end of a wall be stiffening elements. This allows smaller grits a filling material be used.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment of the invention is a wall with at least one forming the two sides of the wall panel ( 2 ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the longitudinal direction of the wall, formed, wherein the panel ( 2 ) on the posts ( 4 ) is attached. In this case, at least one of the posts on a peripheral structure which forms a Pfostenfüllkorb with a Pfostenfüllraum for filling material and at least a partial surface of the peripheral structure has recesses for optically perceiving the male in the Pfostenfüllraum filling material. Due to the design of the post according to the invention, this or its Pfostenfüllkorb can be filled by a filling material that remains visible due to the not completely closed peripheral structure. The filler material is selectable depending on the desired appearance of the post, wherein in particular the surface texture, the color and bulk material such as pebble and the size of the individual bulk material parts can be selected for the purpose. Thus, a deliberate optical design of the wall may be provided by the difference in appearance of the at least one post and the at least one panel. The recesses may be bores, openings or holes in a closed peripheral structure, the z. B. is formed by one or more plate-shaped components or by a pipe. The peripheral structure may appear little when the recesses occupy a large portion of the peripheral surface. The wall can be arbitrarily formed and they can, for. B. a flat panel or the like. Such post has a low weight yet high rigidity and strength and its lattice structure such. B. its pitch can be adapted to the filling material to be filled in order to keep it in the Pfostenfüllkorb or in the Pfostenfüllraum and thereby to enable the desired visual perception.

Basically the wall in particular as a slender wall, according to the preceding description a wall can be formed with any flat panel, which forms both sides of the wall. Conveniently, the wall contains at least two panels forming the two sides of the wall, wherein the Panels are spaced from each other, at least two sides a wall filling basket with at least one Wandfüllraum for filling material limit and attached to the posts. The boards are usually arranged parallel to each other. Furthermore, at least contains a partial area at least one of the panels recesses for visual perception in the wall filling room to be absorbed filling material. This can be similar the post the filling material in the wall filling room stay visible. In an expedient embodiment the panels have a grid-like structure according to the previous description of blackboards. The wall filling basket presents the peripheral boundary of Wandfüllraumes.

The Both panels form at least the two opposite longitudinal sides of the wall filling basket in a horizontal cross-section in approximately rectangular Wandfüllkorb and the two posts or other separating components, in particular lattice-like components, form the respective narrow sides on the circumference of the wall filling basket. A bottom or bottom of the wall fill basket may have its own Component such. As a panel or from a bent portion be formed one of the two side panels. Furthermore, can the floor without its own component, the Wandfüllraum is then underside bounded by the underground.

ever according to the shape of the wall, the Wandfüllkorb also of a rectangular shape differ and he can usually arranged in parallel next to the two Panels and the two posts further peripheral components as boundaries exhibit. As well as the wall filling basket with freely selectable filling material fillable a wall can be made using uniform filler material in the wall filling baskets or Wall fillers like also in the post baskets or Contain the post bottoms is. On the other hand, by a different filling a Repeating or alternating pattern formed over the migratory stretch become. If the cross-section of the post is sufficiently large, forms the at least one post with different filling visually distinct appearance compared to that of Wandfüllkörbe.

One inventive post can have different or different shapes in cross section. In an embodiment according to the invention At least one post is uniaxial in horizontal cross section symmetrical, in particular trapezoidal or triangular, formed. This can, depending on the arrangement of the post in the longitudinal direction, at in the wall longitudinal direction on both sides of the filling baskets the same long panels a multipartite continuously extending Wall construction are formed. Here is the wall structure in the wall longitudinal direction in alignment or dependent from the direction of rotation of the horizontal cross section of the posts and the internal angles of the respective trapezoidal shape or the respective triangular shape, wholly or partially and more or less strong winke lig executed. One inventive post thus provides education in a simple and inexpensive way a wall node with more than two adjacently arranged, the same or differently arranged filling baskets of the same or different Wall thickness ready.

In a further embodiment of the invention is at least one post in the horizontal cross-section biaxial symmetrical, in particular rectangular or hexagonal or diamond-shaped. As a result, the posts form several side surfaces. Set the side surfaces connection options for plates ready for the formation of filling baskets. One inventive post thus also provides education in a simple and inexpensive way a wall node with more than two adjacently arranged, the same or differently arranged filling baskets of the same or different Wall thickness ready.

In a further embodiment according to the invention, at least one post in horizontal cross-section is four-axis symmetrical, in particular square or octagonal or round. As a result, the posts also form several side surfaces. The side surfaces also provide connectivity to panels for forming fill baskets ready. A post according to the invention thus likewise provides, in a simple and inexpensive manner, the formation of a wall node with more than two adjacently arranged, identically or differently arranged filling baskets having the same or different wall thickness. The four-axis symmetry of the post cross-section provides a particularly harmonious appearance of a wall node. In particular, with a round shaped horizontal cross section of the post, an arrangement of one or more identical or different filling baskets in any angle is possible. The appearance of such a wall node is optimally harmonious.

Also by means of biaxial and / or four-axis symmetrical horizontal Post sections can, depending on the arrangement of the post in the longitudinal direction, in in the wall longitudinal direction on both sides of the filling baskets the same long panels a multipartite continuously extending Wall construction are formed. Here is the wall structure as well in the wall longitudinal direction in alignment or dependent from the respective connection side of the horizontal cross section the post and the inner angles of the respective cross-sectional shape, wholly or partially and more or less angularly executed.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment is the post, in particular a lattice post, in the horizontal Cross-section in the direction of the wall longitudinal axis at least partially so narrow, especially rhombic, formed that individual parts of a post filling of two opposing sections the circumferential structure of the post are held. The advantage of this Design is that the clear opening dimension of the recesses to the optical Perceiving the wall fill or Pfostenfüllraum be larger to be absorbed filling material can be considered the smallest grain size of the filling material.

For example are at a lattice girder pole the recesses formed like a lattice. Usually, these recesses a trapezoidal or a triangular basic shape with a base length of around 15 to 18 cm and a triangle or trapezoidal height, dependent from the post thickness, from about 6 cm to 12 cm. Nevertheless, it is by the special cross-sectional formation of a usual filler with a grading curve the grain For example, about 40 to 80 mm safely held in the filling space. The reason for that is, that the parts of the filling material when filling between the opposite Sections of the perimeter structure of the post fall there to concern come and squeezed or pinched spatially fixed. there they are held so that they are held in the trapezoidal or triangular recesses protrude. This effect will do that clear opening dimension of the recesses indirectly reduced and the filling material is safe in each filling space can help the components of a wall according to the invention, in particular posts and / or stiffening components, more cost-effective be produced because a tight-knit and therefore expensive design is avoided. In particular, semi-finished products, such as those described Wire mesh support, have production-related large openings on. As edge-side posts of a wall according to the invention or for the formation of a Wandfüllkorb independent Post filling basket would need these openings Semi-finished products, as part of a post, without this effect Costs are reduced.

In a preferred embodiment of a wall according to the invention ( 1 ) with at least two panels forming the two wall sides ( 2 . 2 ' ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the longitudinal direction of the wall, wherein the panels are arranged spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), wherein at least one partial surface of at least one of the panels has recesses for optically perceiving the filling material to be accommodated in the wall filling space, at least one post is formed such that the post has a material cross-section which decreases continuously or stepped from its bottom-side anchoring.

When acting on the posts in particular by lateral load acting forces of the post and thus in particular its vertical supporting components to bending as well as train and pressure is claimed. In particular, the bending forces are different over the height of the post and largest at the base of the post. A post according to the invention is statically a clamped pillar. In its static stress on bending, especially in the direction of the wall thickness, the bending forces occurring in its vertical extent are not evenly distributed. The bending forces increase from the top of the post towards its anchoring in the ground. Depending on the type of static loads introduced, this increase in stress is continuous or graded. Definitely, however, the largest load on the post is just above the anchorage hold true. In nature, similar static loads occur in trees, for example.

It has been shown to have a bottom reinforcement of the post or his carrying vertical components a significant increase in the strength and stability of the post results and that this reinforcement can decrease towards the top, as in the upper sections of the post the forces resulting from the load are less. So that can the entire supporting material cross-section, z. B. of four vertical rods of the post, take off at the top, so that saved material can be and the existing material according to the height of the post accordingly the occurring forces is arranged distributed.

ever after anchoring the post in the ground, subsoil or foundation can the change the material cross-section in an area just above the anchorage, begin immediately at the anchorage or in the area of anchorage or done. Is the post bottom side z. B. in a concrete foundation poured, so are the load-bearing components such. B. vertical Bars in the Foundation over a certain length or height anchored and already over this length can be a Redzierung the material cross-section of a larger cross-section start on a smaller cross section. On the other hand, the anchored section of the post consistent cross-section of material and the reduction begins outside the anchorage.

at a plurality of substantially vertical supporting components of the post is according to the force on the post a distribution of Material cross-section on the respective components according to their Share of the power support made.

In a preferred embodiment of a wall according to the invention ( 1 ), the post has a base body with a over the post height or the free height (above the anchorage) constant material cross-section and at least one connected to the main body reinforcing member, which together provide the material cross-section, said at least one reinforcing member one of its bottom anchorage (Above the anchorage) upwards continuously or stepped decreasing material cross section has. Accordingly, the post may have a plurality of vertical supporting components, which may be individually or collectively stepped up or continuously tapered. In a preferred embodiment, however, it can be provided that the post has a basic body with a material cross-section which remains constant over its free post height, ie above the anchoring) and at least one reinforcing part connected to the main body, which jointly provide the material cross-section, wherein the at least one Reinforcement has one of its bottom anchoring, ie from above the anchorage, upwards continuously or stepped decreasing material cross-section. It is expedient if the reinforcing member still extends into the foundation.

Prefers has at least one reinforcing part connected to the main body one over the reinforcement part height, ie Above the anchorage, constant material cross section on, wherein the reinforcing part is lower than the main body. By this configuration, the reinforcing member formed consistently over its height be. This makes it easy and inexpensive to produce. Thereby, that the reinforcement part lower than the main body, puts his extra static stiffening effect not already at the top of the body. There, the basic body reaches out to pick up the loads. The reinforcement part provides its additional static stiffening effect only slightly lower in the area of higher static Loads available, where the body would not be enough to ensure stability. As a result, the material use of the post is statically improved, whereby the post is cheaper to produce. On the other hand it allows this embodiment, a wall according to the invention form significantly higher. The design remains pleasantly slim and elegant. The wall is inexpensive due to the economical use of materials in the production. The wall works, in contrast to a high and uniform accordingly thick wall, optically less bulky.

The reinforcing part may be considered in the direction of wall thickness, inside or outside of the basic body be arranged. Is the reinforcing part within the body arranged, the post has over its height a constant wall thickness on. The wall thus remains very slim and has a simple Elegance on. Is the reinforcing part outside of the basic body arranged, the post has a changing height over its height Wall thickness up. A larger wall thickness towards the ground anchor provides a greater static effective height in the direction the wall thickness ready. This will create a high absorbable static Load achieved with little use of materials, thereby reducing costs.

The at least one reinforcing member may be formed rod-shaped, tubular or post-like. Tubes or rods, especially wires can be easily and easily attached close to the main body of the post. As a result, they look visually inconspicuous. Rods or tubes usually form a reinforcement of the outer straps of a body. One Post-like reinforcement part provides mostly over its height both a reinforcement of the outer straps and a reinforcement of the post spacers ready.

In In a preferred embodiment, the bottom side has a larger material cross-section by one or more rod-shaped or tubular reinforcing parts and / or one or more carrier-like reinforcement parts, in particular symmetrical or asymmetric inside or outside of the basic body arranged, formed. A combination of the different reinforcement parts and / or different options the arrangement on the body allows optimal formation of a post. The respective ones Requirements can best possible considered so that gives an optimal design of the respective post results.

One inventively designed Post provides a variety of ways to wall thickness or to design the filling spaces or to optimize. A more detailed presentation of different possibilities the design can be found in particular in the description of Filling rooms and the associated Characters.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment of a wall according to the invention ( 1 ) with at least two panels forming the two wall sides ( 2 . 2 ' ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the longitudinal direction of the wall, wherein the panels are arranged spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), wherein at least one partial surface of at least one of the panels has recesses for optically perceiving the filler material to be accommodated in the wall filling space, at least one of these posts ( 4 ) formed as a hollow body or solid body and the panels ( 2 . 2 ' ) are at the post ( 4 ) is mounted such that it has at least on a wall side an outside viewing surface.

One Pole as a solid body as well as a hollow body has a closed surface on, in the respective wall side or panel one structurally and so that visually different outer section forms. there can be a hollow body as posts also have small recesses or openings, as long as this broken surface sufficient with the appearance of the adjacent panels with the visible filling different. At a z. B. tubular hollow body can this may preferably be covered or closed at its upper end. An especially long wall thus acts through the posts according to the invention visually relaxed, elegant and pleasantly structured. A wall filling basket is doing so according to the following Description / s formed. In a wall with a post according to the invention It is therefore essential that the post between the two sides of the wall forming panels is formed as a continuous component. The post should therefore not from two pairs in the direction of the wall thickness from each other consist of spaced individual posts.

Of further are the panels at least on one of the two wall side attached to the post so as to be spaced from each other are and the post to the wall outside do not obscure it. This allows the post at least with a section its surface interrupt the wall side formed by the panels. The least a blackboard can be on one of the two opposite outer sides be directly attached to the post and this outside thus cover. Conveniently, can the panels are attached to the post in such a way that it fits on both Wall sides one outside each viewing area having.

Basically the outer surface of the post behind the plane or surface be arranged on the wall side. However, preferably, the outer surface of the Post arranged roughly in the plane of the wall side or in front of it, to shape the visual appearance of the wall.

In preferred embodiment is formed as a hollow or solid body Posts made of wood or plastic or mineral material and it consists at least partially in particular of natural stone, preferably granite or concrete. For example, a top-closed concrete pipe make the post.

The at least two panels can directly or indirectly with the at least one as a hollow or full body be formed post. For a direct connection is the blackboard z. B. attached to the post mounted brackets, whereas provided in an indirect connection additional connecting parts are about individualizing the relative positioning of the board to the post is adjustable.

The post can be formed largely arbitrary in its horizontal cross-section, but it must contain the at least one visible side outer surface which is arranged in the wall outer side, said outer surface flat, curved and with re be provided with a regular or irregular surface structure. Conveniently, the post in the horizontal cross section is rectangular, trapezoidal, hexagonal, round or formed in similar or other function fulfilling form. In this case, the cross section may be a solid cross section or a hollow cross section.

to increase The strength of the wall can be provided that the wall between the at least two panels at least one additional stiffening vertically having arranged metal posts. This metal post can in Direction of the wall height occurring vertical bending forces on the bottom side and in particular may be adjacent to the at least one Be arranged post. Independently of the material of the post and in particular less rigid and durable material makes the metal post in each case a stable permanent reinforcement the wall in particular against transversely acting on the wall Forces. The metal post can directly or indirectly with one of Pole and / or firm with at least one of the panels and thus force absorbing be connected, with its arrangement in the wall expediently such that it goes outside essentially does not appear when the Wandfüllraum with filling material is filled.

In a preferred embodiment may further be provided that the wall between at least two posts at least one horizontally arranged stiffening component, which along in the direction the wall length, especially by wind load, occurring horizontal bending forces indirectly or directly into the posts. Unlike the vertical one Metal post, the stiffening member is arranged horizontally and forms z. B. mutual support and stiffening of the two Tables and can, if it is directly with at least one of the posts connected to form a particularly rigid structure. Prefers there is a post according to the invention concrete or natural stone, in particular granite, sandstone, basalt, Marble and the like.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

One inventive post is anchored in the ground or underground. In his function as a post takes over he makes the stability of a wall according to the invention. The type of anchorage is determined along with the shape of each Pfostens the transferable to the underground force. The force to be transmitted through a post or a foundation is, after the theory of stability or statics, in particular dependent on the load surface, ie the load influence width and the load influence height, and the for the area or a single post to be applied load types. At a inventive, freestanding Wall will usually be the wind load the determining force. Especially at low walls, for example, with one of the height After slight slimming, it may be sufficient to keep the post in the ground dig deep enough.

In a preferred embodiment a wall according to the invention is at least one post with a single foundation in the ground or Ground anchored. Single foundations are, in contrast to strip foundations, easier and cheaper to produce due to the lower cost. At the same time a single foundation with little effort one statically immaculate stability basis ready. Especially Concrete and reinforced concrete are the preferred materials for a foundation according to the invention.

It comes in practice quite often that a fence should be replaced by another component. Mostly one, opposite a fence, technical improvement, such as windbreak and / or sound insulation and / or privacy, and / or an optical Improvement, for example by a visually appealing design by means of advantageous materials and / or surface structures and / or forming components, desired. Improved protection against graffiti and / or a low-maintenance product and / or a particularly weather-resistant product are more desired Improvements.

Frequently, existing fences or border fortifications are not constructed using easily removable, small individual foundations. In many cases, in particular at property boundaries, a strip foundation is erected. The known strip foundations usually have a width of about 10 cm to 25 cm. Often they are 15 cm or 20 cm wide. In most cases, the strip foundations are not ground level, but have a free height of 10 cm to 50 cm. Often they are 15 to 30 cm high. Occasionally, a described improvement is desired even at the location of an existing floor slab. Such floor panels are usually 10 cm to 30 cm thick. Often they have a thickness of 15 cm to 20 cm. Floor slabs are flat components. A bottom plate has at least several square meters of area. In most cases, floor slabs have an area of 10 square meters to 100 square meters. Occasionally, they are also significantly larger or cover, for example, in industrial real estate or in inner city areas whole places.

preferred Embodiments of the invention provide a wall according to the invention ready in whole or in part on or at a described strip foundation and / or a bottom plate can be set.

In a preferred embodiment of the invention is a wall with at least two panels forming the two wall sides ( 2 . 2 ' ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the wall longitudinal direction, formed, wherein the panels are arranged spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), wherein at least one partial surface of at least one of the panels has recesses for optically perceiving the filling material to be accommodated in the wall filling space. In this case, the floor in the region of the anchorage is at least partially a strip foundation or a floor slab and is in particular formed or produced from concrete or reinforced concrete.

With this design, the wall of the invention on plate-shaped or strip- solid ground to be used when fixing and anchoring the wall is already created. This is what differentiates this wall of known walls, in which only during the foundation is made to make the anchoring, such as this, for example, when pouring a lower portion of the post by means of concrete in a concrete foundation the case is.

Consequently The wall can now also be formed on already existing older or short term Foundations or floor panels are created and anchored. moreover arise on such a substrate diverse mounting option for one statically secure and permanent anchoring of the wall. Such Strip foundation or such a bottom plate can thus also a provide improved anchorage.

In preferred embodiment, at least one of the posts at least one with the post in one piece connected anchoring device, z. B. a tube with a plate or welded to a plate wires for ground-anchoring of the post on and / or at least a post is rigidly connected to an anchoring device, especially screwed. Here is the anchoring device anchored on the bottom side indirectly or directly. These embodiments of the invention are shown by way of example in the accompanying figures. The anchoring devices thus serve directly or indirectly for rigid mounting a post according to the invention.

In An advantageous embodiment of the invention is at least one Anchoring device by means of screws and / or potting material connected to the ground. In particular, the connection is through transmission made of tensile or shear force. The connection to the strip foundation or to the bottom plate by means of a penetrating into the ground Component. This is usually from above or from the side at least one opening, for example a Bore, introduced into the underground. The hole becomes a component the anchoring device, for example a dowel screw connection tensile strength and / or shear test arranged. For example, too a wire or a metal rod to be poured or mortared in the opening. It is crucial in this manner of attachment that the fastener force-transmitting fixed to the anchoring device of the wall according to the invention or the at least one post and with the existing strip foundation and / or the bottom plate is connected. One at a top a strip foundation or a bottom plate attached anchoring device is usually claimed on train. Tensile forces require a tensile strength secure anchoring of the fastener. That is in particular at big tensile forces consuming. The optical design is outstanding, however, since the Anchoring device in the installed state mostly not optically out occurs. One on a side surface a strip foundation or an edge side of a bottom plate attached Anchoring device is usually claimed on shear. Shear forces require only sufficiently sized fasteners. This is comparatively inexpensive reachable. However, the visual design is usually conspicuous because the anchoring device in the installed state usually optically emerges. In this case, the anchoring device itself best possible to design.

The Anchoring device can be inside or outside the basket be arranged. For the Arrangement of the anchoring device inside or outside of the filling basket is the respective intention of the user and / or a technical Reason. An anchoring device within the filling basket is usually optical pleasant. An anchoring device outside the filling basket is usually easier to install because easier to reach.

In a preferred embodiment of the invention, the at least one post has one or more identical or different anchoring devices inside or outside the filling basket. That's especially one narrow existing mounting base in relation to the forces to be derived particularly important. A narrow mounting base requires a high mounting effort for comparatively large forces to be derived. At a mismatch of force to mounting base, it may even be static and / or technically impossible to secure a wall according to the invention finally by means of the narrow mounting base stable. This makes it advantageous to make one or more identical or different anchoring device (s) of a wall according to the invention wider than the existing mounting base. A portion of the anchoring device which extends beyond the existing fastening base on one side or on both sides is then to be anchored, for example, adjacent to the ground.

For example at narrow strip foundations, this embodiment of the invention is particularly advantageous. As a narrow strip foundation also only one narrow attachment base provides, it is advantageous to one widened designed anchoring device, for example, a widened formed post, otherwise next to an existing strip foundation to fix. That leaves easy and inexpensive, for example, by an additional Achieve single foundation next to an existing strip foundation. The opposite the narrow strip foundation widened formed proportion of Pfostens should at least reach into the individual foundation, so that he is securely anchored there.

The inventive embodiment provides also a method according to the invention ready, where the wall, in particular a post, at least partially anchored on an already existing foundation, where the Foundation is in particular a strip foundation or a base plate, which is preferably formed of concrete or reinforced concrete.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a wall according to the invention, at least one panel, preferably at least two panels ( 2 . 2 ' ), and / or at least one post ( 4 ) and / or at least one stiffening component and / or a metal post directly or indirectly in particular by screws and / or clamps and / or welding and / or a latching device connected to each other. By a solid connection creates a unit that ensures sufficient stability and the permanent function of a wall according to the invention.

The Components of the wall, in particular panel, posts, stiffening component, Metal posts, connectors such as screw clamp fasteners or panel spacers are preferably detachably connected to each other. As a result, the components in the delivery state have a low transport volume on which costs are saved. Moreover, this is preferred Design very sustainable and therefore environmentally friendly, as a wall according to the invention can be dismantled non-destructively if necessary with little effort. The individual components thus continue to have their original State form and can therefore be reused.

The releasable Connection of the panels and posts is preferred by screws, clamp or hang produced. The one for it required components and / or training or additions the components are simple and inexpensive to produce. A wall according to the invention is therefore difficult to access and / or vulnerable places, for example in protected areas or valuable gardens, comparatively build fast and easy.

It are different execution options for screws, Clamps or screw clamping elements. The figures show exemplary Embodiments. By a Verrastungseinrichtung invention can two components of a wall according to the invention connecting to each other be determined. This is to be connected to at least one of the two Components integrally formed and / or fastened a latching device. When connecting by hooking are preferably additionally molded Sections made on the posts and / or the panels. Prefers these sections have an upwardly and / or downwardly open U-shape on.

A Locking device is for example by hook-shaped projections or supplementary Components, for example on a board and / or a post and / or a stiffening member and / or a metal post manufactured.

A post has in a preferred embodiment, for example, molded, upstanding hooks. By means of these hooks, for example, a board, in particular a lattice panel, a wire mesh panel, a double rod mat or a flat wire mat is hung. Preferably, the panel is fixed by gravity in the hook and thus on the post. After filling the filling space then the panels are secured by the filler material against gravity on the post established.

The Panels and / or the posts and / or the stiffening components have in a design as a grid or lattice girders usually a regular grid in horizontal and / or vertical direction. It is made of optical and / or technical reasons advantageous if the grid in one or both directions either is identical or a multiple of a common divisor or Partial grid has. This results in a pleasant visual design. In most cases, even simplified technical requirements arise for the Arrangement and connection of the components of the wall. For example, one Verrastungseinrichtung usually sets a common grid or at least one common partial grid or divider. One with lattice panels and lattice girders often occurring grid is for example 20 cm. A mostly smallest common grid and at the same time a divider or partial grid is included 2.5 cm. In between are the familiar grids or partial grids 5 cm, 7.5 cm, 10 cm and 15 cm. usual Production tolerances are as tolerance in the dimensions to be taken into account or taken into account.

In a preferred embodiment of a wall according to the invention are based at least two of their components, in particular one or several panels and / or posts and / or stiffening components, on this raster principle. In particular, the height grid, so in vertical Direction, is equal or a multiple of 2.5 cm or 5 cm or 10 cm or 20 cm and especially 20 cm.

These dimensions are common in practice. Many prefabricated lattice or lattice girders, in particular semi-finished products, have these rasters or partial rasters. This facilitates the selection and expands the possibilities of the technical combination and / or design of the components of a wall according to the invention, taking into account a visually pleasing design. The panels and the posts carrying them form in their combination and arrangement a wall filling basket according to the invention with at least one wall filling space ( 31 ) for filling material.

The each smaller pitch of Posts and / or boards are mostly in proportion to each to be used granulation of the filling material less or equal to the filler material in the filling room to be able to hold on. This prevents falling out of the filling material from the filling space.

A wall according to the invention preferably has an over the height of the post consistent or different, in particular towards the upper end decreasing wall thickness. A consistent one Wall thickness usually requires a repetitive same form of respective components of the wall. This simplifies the shape and manufacture the components and simplifies and facilitates the processing and Assembly of the wall components. This is a wall according to the invention easy and inexpensive produced.

A different wall thickness and in particular one to the upper end decreasing wall thickness allows it, the respective design and / or static specifications to take into account. As a result, a thus formed Wall mostly static and / or optically optimized executed. simultaneously is the wall as possible material-saving and thus cost-effective.

It is also advantageous if the wall thickness or the width of the filling space in relation to to the width of the associated Post or lattice post is the same, smaller or larger. For example, when using screw-clamp fasteners for connecting lattice posts and panels, the wall thickness can Turning the screw-clamp fasteners around the vertical axis ver changed or for example there are several vertical ones on the lattice post wires available for mounting screw-clamp fasteners. The Post width is thus independent from the thickness of the wall. This allows the lattice post and in particular the post width according to the desired appearance and the static Requirements are optimally formed. Regardless, the wall thickness be determined according to the protective task and the desired appearance. Especially with expensive filler such as marble gravel are cost reasons particularly thin walls of for example, 120 mm or 90 mm or even 70 mm desired. This is by this preferred embodiment even with big ones wall heights of for example 200 cm or 250 cm or even 300 cm possible.

In an advantageous embodiment is the wall thickness of Wandfüllkorbs equal to or less than the respective width of an associated post and / or an associated one Stiffening component and / or an associated metal post.

As a result, a wall component such as, for example, an associated post and / or stiffening component and / or metal post, optically exits the wall surface or out of the surface. Thus, this wall component in relation to the wall surface of Wandfüllkorbs a gestaltendes and structuring component. In each case one or more components can emerge framing in this way. For example, in a multi-part continuously extending wall structure, one or both sides, opposite or offset in the direction of the wall length, with each basket or only at some Füllkörben, in a repeating rhythm or in an irregular arrangement, one or more of the designated wall components make its wall effect by its optical effect. The creative possibilities are thus almost unlimited.

Furthermore This advantageous embodiment can be used for statically optimized formation to be used on the wall. Wall components such as a post and / or a stiffening member and / or a metal post meet next its design feature always a function of stability. By their emergence, they are preferably wider and executed thus indicate a higher static effective height in bending direction. Thereby can she higher bending forces derived. The adjacent arranged filling basket can thereby be correspondingly slimmer be formed.

In An advantageous embodiment of the invention are in the vertical Cross-section in the bending direction one or more identical or different Wandfüllräume side by side and / or one above the other educated.

In an advantageous embodiment of the invention is a Wandfüllraum or Several wall fillings are whole or partly with the same or different filling material, especially with mineral filler and preferably filled with natural stone in the form of pebbles or gravel.

In an advantageous embodiment of the invention is a Wandfüllraum a Wandfüllkorbs and / or a post loading room of a post filling basket all the way or partly with the same or different filling material, especially with mineral filler and preferably with natural stone in the form of pebbles or gravel, is filled.

By the embodiment of the invention by means of one or more of three aforementioned advantageous embodiments of the invention will become apparent a number of possibilities for the design of the wall according to the invention. The user has a free choice as to which filling chamber he uses with which filling material fill want. The production and arrangement of the filling spaces is simple and inexpensive. The Number of filling rooms and their arrangement is arbitrary to the individual requirements according to freely selectable. In the figures, these different possibilities of arrangement are exemplary shown.

In an advantageous embodiment of the invention has a Wandfüllraum spaced from the panels at least one, in particular the whole area or part of the area, vertical or horizontal, longitudinal or transverse to the wall, support structure for spatial Fixation of at least one layer of material. A holding structure For example, at least one additional mat or a sheet metal or a rod or pipe or the like. The holding structure can in the basket be permanently fixed. But it can also be arranged in the filling space only as long as until the filling spaces adjacent to a respective holding structure are filled. Subsequently can the holding structure from the filling space be removed. This makes it easy and inexpensive possible in a respective filling space a desired one filling material to be determined at a predetermined location. The desired filling material is for example a sound-insulating Mat, the longitudinal the wall spaced from the adjacent panels arranged in the filling space is. Or a certain area of a filling space becomes, for example in any geometric shape for design reasons with a certain filling material filled.

By This embodiment of the invention results in a number of possibilities for the design of the wall according to the invention. The user has thus the free choice, which filling space he with which geometric Figure by means of colored or structurally different filling materials wants to shape.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their compounds to form a wall according to the invention and in particular filling spaces according to the invention. Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

A wall according to the invention has at least one with filler filled filling space on. In most cases, the wall is due to their intended use exposed to the weather. Therefore not only are the components of the wall technically durable. Also the filling material should for this application be sufficiently weather-tolerant or weather-resistant.

The filling material is preferably a mineral filler. The filling material is preferably a rock or natural stone such as granite, porphyry, Sandstone, limestone, tuff, marble and the like. In a preferred Embodiment, a wall according to the invention a particularly porous filler on.

Porous filling material For the most part, it has particularly good sound-absorbing and / or sound-absorbing properties. Such a filler is for example lava rock, expanded glass, expanded clay or expanded mica.

You can also industrial or factory use molded material such as brick, concrete, cellular concrete and the like. Even earths such as clay, clay, marl or humus are possible with appropriate technical training of the wall, in particular the filling basket. For this purpose, a wall according to the invention preferably has a sufficiently impermeable layer, in particular a close-meshed and / or foil-like intermediate layer, which prevents the filling material from falling out of the filling basket.

The filling material preferably has a free-flowing form on. The form is mostly pebbles, gravel, chippings, gravel or Leftover stone. Bulk density of the filling material is usually between 0.2 kg / liter and 2.0 kg / liter or 200 kg / cubic meter and 2000 kg / cubic meter. The respective bulk density of the designated fillers is in construction tables, especially in the textbooks for Static, indicated.

For the filling material There are different mixtures of different particle sizes Available. These are usually divided into so-called Sieblinien. Widely used because standardized grading lines, especially for For example, gravel and grit from the construction industry are 0-1 mm, 0-4 mm, 1-4 mm, 2-4 mm, 4-8 mm, 8-16 mm, 16-32 mm, 32-64 mm, 32-X mm and 64-X mm. In addition, attractive natural stone becomes broken grain such as 40mm-80 mm or 60 mm-150 mm offered.

For the design of the wall it follows:
The tighter the grid, the more impermeable the grid becomes for a filler. The smallest clear width between the bars determines the average minimum size of the grain of the filler. The smaller the grain size of the filler, the less wall thickness is required to make the wall opaque. This saves on material costs, labor costs and land surface. At the same time, the static effect of the grid mat is increased by a narrow grid. More grid bars and more knots make the grid mat statically stiffer. The deflection is reduced and the disk effect increases. This is especially important for posts or stiffening elements.
The farther the grid, the less mesh material is needed and the grid mat becomes cheaper. At the same time, the filling material is visually more effective, as it is covered by less mesh material. With fewer bars and less knots, the grid mat becomes statically softer. When used as a panel of a wall, therefore, more spacers per unit area are used to compensate.

One smallest grid of 100 mm requires a correspondingly large grain size of the Fill material. Therefore, a wall is significantly thicker to perform to opacity to reach. Dependent from the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, 30 cm or 35 cm or 40 cm minimum wall thickness. For example, this is one Breakage material with a grain from 80 mm quite suitable. A grain size from 90 mm is also called Round grain already securely held.

One smallest grid of 50 mm requires a much lower granulation of the filling material. Therefore, a wall can be made with a smaller wall thickness, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, 22 cm or 25 cm or 28 cm minimum wall thickness. For example is for that a breaking material with a grain from 35 mm quite suitable. A grain size from 40 mm is also called Round grain already securely held.

One smallest grid of 35 mm requires an even lower grain size of the Fill material. Therefore a wall with an even smaller wall thickness can be executed, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, only 16 cm or 18 cm or 20 cm minimum wall thickness. For example is for that a breaking material with a grain from 25 mm quite suitable. A grit from 28 mm is also called Round grain already securely held.

One smallest grid of 25 mm requires an extremely low grain size of the Fill material. Therefore a wall with a very small wall thickness can be made, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, only 10 cm or 12 cm or 14 cm minimum wall thickness. For example is for that a breaking material with a grain from 16 mm quite suitable. A grain size from 18 mm is also called Round grain already securely held.

The Description provides further advantageous embodiments, in particular in terms of the panels and their recesses of a wall according to the invention, Basically All disclosed features are essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment of the invention, a wall ( 1 ) with at least two panels forming the two wall sides ( 2 . 2 ' ) and at least two posts ( 4 ), which anchors the bottom side and are spaced apart in the longitudinal direction of the wall, formed, wherein the panels are arranged spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), wherein at least a partial surface of at least one of the panels has recesses for optically perceiving the filler material to be accommodated in the wall filling space,
wherein the wall has at least two material layers made of a different material over the entire surface or part of the surface vertically and along the wall.

The wall according to the invention offers the possibility, by specific selection of the two material layers certain wall properties such as B. the sound protection at the same time visually appealing exterior optimize, the wall compared to gabion walls very can be made narrow. This can be a high sound insulation, a high sound absorption and high sound insulation can be achieved. Yet is an inventive, due the supporting one Pillars slim, wall cheap, very safe against vandalism, easy-care and durable. One of the material layers can from a filler such as B. bulk material in the form of pebbles and the other material layer can from an additional material consist.

Conveniently, the panels and the posts carrying them form a wall filling basket at least a wall filling space for filling material, wherein preferably one or more identical or different Material layers adjacent or spaced within the Wandfüllkorbs and / or adjacent to the wall filling basket are arranged. This results in a number of possibilities for the design of the wall according to the invention. In the figures, these different possibilities of arrangement are exemplary shown.

Prefers have at least two layers of material one or more different have technical and / or optical properties. This can be done with a wall according to the invention both technical as well as optical requirements, for example with respect to a certain quality of Surface structure, Fulfills become.

In A preferred embodiment of the invention is at least one Material layer sound-absorbing and / or sound-absorbing and in particular has a porous and / or fissured surface structure on. As a result, a wall according to the invention provides high sound insulation ready. Thus, the wall can not only be private or public Real estate, but especially in traffic and road construction for sound insulation tasks with increased Requirements are used. In particular, together with the described other possibilities an advantageous embodiment of the invention, the wall, for example also for highways, railways or bypasses the given Requirements, in particular with regard to of sound insulation.

The necessary properties in particular make one or more Material layers of mineral and / or vegetable and / or animal and / or metallic and / or man-made material ready. In particular, at least one material layer is a bulk material and / or a Wool material and / or a mat material and / or a plate material and / or a sheet material. Preferably, there is at least one layer of material at least partly of sand, volcanic rock, foam glass, glass wool, Rock wool, animal wool, vegetable wool, foam, rubber, plastic, especially polycarbonate, wood or metal. polycarbonate sheets are usually referred to as Plexiglas plates.

In an advantageous embodiment is the wall filling space by at least one component in, preferably in the longitudinal direction of the wall arranged, wall partial spaces is divided. As a result, the wall has at least two over the entire surface or part of the area vertical and longitudinal on the wall arranged filling spaces. These filling rooms will be preferably with the specified materials according to the respective Requirements filled. In particular, one or more of the panels are adjacent to the visible side Wandfüllräume, so the two facing each other Visible sides, with the same or different filling material filled. This ensures a visually perfect design.

Preferably, one or more or all sound-absorbing and / or sound-absorbing material layers are spaced apart from the panels in the wall filling space (FIG. 31 ) and thus hidden, arranged. As a result, for example, optically unattractive but technically particularly effective material is arranged within a filling basket. At the same time, the wall according to the invention has a visually perfect design.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment of the invention, a wall element is formed, which is circumferentially closed and a Wandfüllkorb with at least one wall filling space ( 31 ) for filling material ( 32 ), whereby two panels ( 2 . 2 ' ) form the two longitudinal sides of the wall element and spaced from each other and the wall element has a wall-like slender basic shape, wherein at least one partial surface of at least one of the panels has recesses for optically perceiving the filling material to be accommodated in the wall filling space, wherein at least one further panel comprises a bottom of the wall filling basket of the Wall element which is impermeable to the filler.

One Wall element according to the invention is opposed by his education a basket formed from parts to be joined already prefabricated as a basket. That shortens for example, the installation times at the installation site. In particular, a Wall element according to the invention thereby the advantages described below.

One Wall element according to the invention is through his education for a filling suitable for installation at the installation site. The place of filling and the installation site can especially different places. The wall element is in particular for one factory filling suitable. she can in the filled State to be transported and mounted.

A filling a filling space at the place of its assembly, that is at its location at the client, has several disadvantages. For example, the required technical equipment transported to the installation site and brought back again. The scope and the technical quality the equipment is therefore usually for cost reasons limited. Furthermore can be filled at the time of filling Place of installation the filling material usually not or only be compacted at considerable expense. at a filling at the installation site is the required filling material to be determined in advance in quantity. If the filling material is insufficient, must be redelivered. If the material is too much, must it back again to be brought. When filling at the Installation takes longer to assemble. The assembly, however, is a costly crafting achievement. Often a long installation time or basically a filling on Place of installation for organizational reasons or due to local conditions, for example, in the street and road construction especially on highways and other intensively used roads, or in confined spaces such as in inner city areas or objects with fixed and / or short schedule, unwanted or disadvantageous or even impossible. Also due to adverse weather conditions at the installation site, for example Rain, snow, frost or heat, the filling at the installation is undesirable or disadvantageous or even impossible. A filling at the installation site is therefore often costly and / or difficult or even impossible.

By the wall element according to the invention can this Disadvantages are avoided.

One Wall element according to the invention is filled before assembly. The technical equipment usually has no longer be transported. Instead, the filled wall element transported. The technical equipment at the place of filling can be formed with it optimized. It is preferred as permanent Device at the filling location, for example their quality, their scope and their task, optimized formed. The filling material can at the place of filling in the basket, especially with little effort, be compacted. The filling material is preferred at the filling place stored. Transport of filling material to and from the installation are omitted as well as a predetermination of capacity for one filling at the installation site. The installation of an already filled wall element at the installation site lasts only a short time and is therefore particularly cost-effective. By this way of mounting the montage changes from a craftsmanship to one Installation service with a correspondingly more favorable cost approach. By an inventive wall element the installation time is extremely shortened. This is the use or the mounting of a wall element according to the invention, for example For organizational reasons or because of the local Conditions, for example in road and road construction in particular at highways and other intensively used roads, or in confined spaces such as in inner city Areas or objects with a fixed and / or short schedule, easy and inexpensive possible and especially at all only usable or mountable. Even in adverse weather conditions at the installation site, for example rain, snow, frost or heat simplified a wall element according to the invention and cheaper or at all only usable or mountable.

In order to is a wall element according to the invention simplified and / or inexpensive and / or inexpensive fillable, transportable and mountable.

In particular, by a factory production or mass production, a wall element according to the invention is inexpensive and / or technically optimized under technically optimal conditions and / or produced. For example, in a factory production, the connections of the components of a wall element according to the invention can be simplified and produced inexpensively, in particular by welding. This is considerably cheaper and more static and also usually technically optimal than the use of, for example, clamps or screws or preformed or hinged board spacers. This is especially important for iron or steel. Iron or steel must, in contrast to, for example, corrosion-resistant stainless steel, be protected against corrosion. After applying the corrosion protection, however, a violation or risk of corrosion protection, for example by welding, should be avoided. In most cases, the corrosion protection is inexpensive and durable produced by a dip melt coating. A dip melt coating is factory made. At the installation site or in the installed state, this is no longer possible. Therefore, welding at the installation is usually limited and usually not recommended.

One Wall element according to the invention is thus easy and inexpensive to produce. An inventive wall element is in particular a component of a wall according to the invention.

One Wall element according to the invention points, in particular regarding his length, Width, height, slenderness and further wall properties, according to the invention already described properties of a wall. So that makes a difference a wall element according to the invention essential of gabions.

Opposite Gabions, which have a block-like shape due to the design, is a wall element according to the invention, in particular as a component of a wall according to the invention, slim and space-saving. Furthermore, the transport costs, especially per square meter Wall surface, low.

One Wall element according to the invention or a wall according to the invention is visually appealing and easy to care for, inexpensive, easy and fast can be produced and assembled.

One particular advantage of a wall element according to the invention or a wall according to the invention lies in the fact that the wall surface by their nature produces a high protection against graffiti. The wall surface does not represent a smooth or flat surface. Applied graphics or representations are not due to the rugged structure in the for graffiti sprayer desired Kind and quality representing what they are for Graffiti barely or ever suitable is. About that In addition, graffiti that has been applied anyway can be easily removed be without the filler material would have to be replaced. Just turn the affected parts of the filler, leaving the graffiti no longer visually perceptible. The colored parts of the filling basket become cost effective covered with matching color.

In a particular embodiment of the wall element according to the invention this is from one or more of the panels described or Made of lattice panels. In particular bent or folded formed factory set herge Grid mats are as a component of a wall element according to the invention especially inexpensive and just ready to ask.

In a preferred embodiment According to the invention, a wall element has at least two panels as wall longitudinal sides, at least two panels as wall front sides and at least one floor according to the invention on. One or more of the panels are factory made Grid mats or wire mesh mats and / or lattice girder or Wire mesh support, in particular by welding are connected at the boundary sides. This is an inventive wall element easy and inexpensive to produce. The wall element is thus technical, especially static, excellently formed. It can if necessary several panels at wall height one above the other be arranged and fastened together.

In a particularly simple, inexpensive and technically advantageous execution this preferred embodiment be the at least two panels of the longitudinal sides of double rod mats and / or Flat wire mats according to the made Description formed. As a result, the wall element has the advantages this double rod mats according to the invention and / or flat wire mats. For example, a wall element according to the invention, independently from the wall thickness, a wall length of about 250 cm corresponding to the usual length of double rod mats and / or Flat wire mats of mostly about 250 cm up.

In a further preferred embodiment According to the invention, a wall element has at least two panels as wall longitudinal sides on. One or more of these panels are preferably on or folded at both ends. The fold will be wholly or partially a wall front side formed. The wall element further has at least a floor according to the invention on. One or more of the panels are factory manufactured mesh mats or wire mesh mats, in particular by welding to the Boundary pages are connected. This is an inventive wall element easy and inexpensive to produce. The wall element is thus technical, especially static, excellently formed. It can if necessary several panels arranged one above the other at wall height and be attached to each other.

In a particularly simple, inexpensive and technically advantageous embodiment of this preferred embodiment, the at least two panels of the longitudinal wall sides of double rod mats and / or flat wire mats according to the Be formed. As a result, the wall element has the advantages of these double rod mats and / or flat wire mats according to the invention. For example, a wall element according to the invention, depending on the wall thickness, has a wall length of about 230 cm for a wall thickness of about 20 cm or a wall length of about 225 cm for a wall thickness of about 25 cm or a wall length of about 30 cm for a wall thickness of about 220 cm corresponding to the usual length of double rod mats and / or flat wire mats of mostly about 250 cm.

In a further preferred embodiment According to the invention, a wall element has at least one panel as wall longitudinal sides and wall end face forming member. The at least one blackboard is preferably formed folded. The folds will fill a basket with at least two long sides and at least two wall faces formed. The wall element has furthermore at least one floor according to the invention. The at least one Tafel is a factory-made Grid mat or wire mesh mat, in particular by welding to their both end faces with themselves and at the lower boundary sides a basket forming the at least one floor is connected. This is one Wall element according to the invention easy and inexpensive to produce. The wall element is thus technical, especially static, excellently formed. If necessary, several Panels at wall height one above the other be arranged and fastened together.

In a particularly simple, inexpensive and technically advantageous execution this preferred embodiment is the at least one panel of a double rod mat and / or a flat wire mat according to the made Description formed. As a result, the wall element has the advantages of this Fiction, contemporary double rod mats and / or Flat wire mats on. For example, a wall element according to the invention, then dependent of the wall thickness, with a wall thickness of about 10 cm, a wall length of about 115 cm or at a wall thickness of about 15 cm, a wall length of about 110 cm or at a wall thickness of about 20 cm a wall length of about 105 cm or at a wall thickness of about 25 cm, a wall length of about 100 cm according to the usual Length of double bar mats and / or flat wire mats of mostly about 250 cm. At a Thickness of about 30 cm, a device according to the invention has a length of about 95 cm or at a thickness of about 35 cm a length of about 90 cm or at a thickness of about 45 cm a length of about 80 cm or at a thickness of about 55 cm, a length of about 70 cm up. At a side length would be about 63 cm the component then approximately square in cross-section. According to the description these are Components not the walls but to assign the post.

One Wall element according to the invention is in the transport or delivery state with filler at least partially filled. The advantages have already been described. A partial filling is for example, advantageous if the further filling at the installation site advantages brings. An advantage, for example, the possibility of an unfilled place the wall element various mounting options at the installation ready to ask, where the filling basket accessible or at least partially unfilled have to be.

One Wall element according to the invention has at least one support device for lifting or transporting of the wall element in the unfilled as well as in the felt State on. As a result, a wall element according to the invention is simple and especially statically safe to lift and / or transport and / or mount. Various advantageous embodiments for one Supporting device according to the invention are shown for example in the figures.

It is particularly advantageous if the wall element at least two support devices and the supporting devices in particular at the points maximum static Durchlaufwirkung are arranged. An inventive wall element According to the theory of statics, it usually has a line load. The Carrying devices are therefore preferably spaced from the wall ends to arrange. As a result, one or more arise statically Frames between the two or more carrying devices and two lateral ones Cantilever arms arranged in the direction of the two wall ends of the edge Support devices. For example, divide two support devices the wall element length in one field and two lateral cantilevers, the optimal field length being about 60% the wall element length and the two cantilevers each have a length of about 20% of the field length. For example, three support devices divide the wall element length into two arrays and two lateral cantilevers, the optimum field length being about 36% of the wall element length and the two cantilevers each have a length of about 14% of the field length. For one exact determination of the optimal locations of the respective carrying devices and an optimal technical design of the support devices for one respective embodiment to carry a static proof. The principle of the fields and cantilevers, especially the arrangement the carrying devices according to the flow principle of the teaching of the Stability or statics to form a continuous carrier is while an inventive design of the wall element.

Especially two support devices are particularly advantageous in the application. They are self-directed same tensile forces On, are with low cost and especially often existing starting materials produced and with known hoists safe, fast and inexpensive to raise and lower.

In a preferred embodiment the wall element has at least one stiffening component. One has stiffening component according to the invention, especially regarding Training, length, width, Arrangement in or on a wall according to the invention and further properties, the invention already described properties of a stiffening component.

In a preferred embodiment a stiffening component forms a lateral boundary of the wall element and is in particular as bottom-side or top-side or end-side Limitation of the wall element formed. As a result, in a wall element according to the invention provided a lateral boundary which the wall element at the same time improves stiffness. The improved stiffening is particular at big Wall lengths and / or huge wall heights and / or particularly small wall thicknesses and / or large slenderness of the wall element particularly advantageous. This is, to the application on a wall element according to the invention, on the described wall measurements, wall slimming and their meaning or application for a wall according to the invention refer to this description.

In a preferred embodiment a wall element according to the invention the wall element has at least one vertically arranged stiffening component and / or at least one metal post, over the Bottom side of the wall element protrudes and as a post to the bottom side Anchoring is formed.

In the accompanying figures are exemplary embodiments thereof shown. A vertically arranged stiffening component and / or at least one metal post, the one or the bottom of the wall element protrudes and formed as a post to the ground anchoring is, replaced one extra each Post for static securing of the wall element as part of a wall according to the invention. All required posts are preferred by the wall element provided. A stiffening member and / or a metal post can be inside or outside a filling basket be arranged. A stiffening member and / or a metal post in particular, a frontal boundary of the wall element form and / or thereby another intended or required Replace the frontal limit. As a result, the wall element is special easy and inexpensive produced. This advantageous embodiment is particularly suitable to combine with the described particularly simple, inexpensive and technically advantageous embodiments with double rod mats and / or flat wire mats.

Thereby Is it possible, To provide a wall element for mounting, already completely off all required components to a wall according to the invention joined together is. In this case, the wall element may be unfilled prior to assembly. It then makes a basket with at least one filling room for filling with filling material ready. By, in particular factory, manufacture of a wall element according to the invention The assembly times and the assembly costs are reduced. The wall element is, in particular by factory production, easy and inexpensive to produce.

Prefers However, such a wall element is wholly or at least partially filled with filling material. The Weight of a filled Wall element then makes it necessary that a used stiffening component and / or a metal post has sufficient stability and / or the wall element sufficiently many stiffening components and / or metal post.

Of the Floor of a wall element according to the invention can be at the bottom of the wall filling basket or spaced therefrom in Wandfüllkorb be arranged.

The above-described advantages and embodiments of a wall element according to the invention are equally beneficial to spatially formed posts, according to the described according to the invention, a wall according to the invention apply.

In An advantageous embodiment of the invention is a wall according to the invention formed with at least one wall element according to the invention, wherein the wall at least one above, with the wall element uniform formed, posts and / or at least one separated from the wall element having formed post, wherein the wall at least in total has two posts, the posts are anchored on the bottom side and the wall element with the at least two posts directly or indirectly connected and / or held by the at least two posts is.

Thus, one or more of the posts required for a wall according to the invention can already be provided with the wall element or separately therefrom, in particular at the installation site. A post provided, for example, at the installation site is usually adjacent, in particular at the front side, arranged on at least one wall element and connected to the wall element. As a result, the wall or the wall element can be optimally formed according to the respective local or technical requirements.

One Wall element according to the invention is very sustainable and therefore environmentally friendly, as the wall element if necessary with little effort from the previous installation and installation location transported away nondestructively can be. Since the wall element continues its original Therefore, it can therefore be used again.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

In a preferred embodiment, at least two components of the wall, in particular a panel ( 2 ) and / or a post ( 4 . 35 ) and / or metal post and / or a stiffening component at least in the mutually adjacent region for attachment to each other at least a proportion of wire ( 37 . 42 ) on. In a particularly advantageous embodiment, at least one connection between the one wire ( 37 . 42 ) of the one component ( 35 ) and the other wire ( 13 . 15 ) of the other component ( 2 ) by a screw clamp fastening element comprising these at least two wires ( 12 ) directly produced.

The Connections via Screw clamp fasteners are in largely arbitrary arrangements to use. They have a high flexibility in their use. It only has to at least two pieces of wire the parts to be joined, which then with a screw-clamp fastener detachable with each other get connected.

By the use of wires and screw-clamp fasteners or parts is the wall universally applicable and on site the individual conditions customizable. A screw clamp fastener of the illustrated Type can be two wires, which touch at any angle or parallel to each other, with any angle of rotation of the parallel axes, are arranged tensile strength in the longitudinal direction and connect in the transverse direction. This allows you to do without detailed planning Preparation during the Assemble the individual parts such as posts, panels or stiffeners Elements in any arrangement connected together to form a unit become. By removing or manipulating wire parts result further customization options. All these possibilities remain even after the first installation. Another one Designing the parts to a new shape is always and repeatedly possible without planning preparation.

It is particularly advantageous, a screw-clamp fastener or to use screw clamp part, making two wires or Rods on any position and / or in any angular position to each other and / or can be fixed to each other in any rotational position. Such a screw clamp fastener usually has two mutually rotatably arranged halves or clamping parts on. Both halves usually have at least an integrally formed receiving area for a wire section and are usually connected by means of a screw.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

Prefers are opposite to the joint arranged panels at least two panel spacers distributed in the area attached on both sides. A wall filling basket is mostly with a bulk material such as pebbles or gravel or similar material with flow properties filled. This results in particular special in the lower part of a Wandfüllkorbs compressive forces on the boards, which without technical resistance apart the basket to press would. Panel spacers absorb these compressive forces and stabilize them Wall thickness. On a usual area of about 250 cm in length and about 180 cm high For the most part, 20 to 25 simple panel spacers are distributed on a wall according to the occurring compressive forces. With improved panels such as, for example, adapted according to the invention Double rod mats or flat wire mats are enough for less than 20 pieces. The applies analogously for Panel spacers welded to the panels or made of thicker material.

The Tafel spacers are therefore suitable to determine the wall thickness of Wandfüllkorbs according to their length. By appropriate arrangement of panel spacers of different lengths, for example, concave or convex or wavy walls can be formed. Plate spacers are formed, for example, as a wire. They are usually hooked or interwoven on the boards. They can also be welded to the panels, preferably being integrally formed in the delivery condition. Such baskets, with or without bottom, are invented According prepared for spatial posts or wall elements.

The meet by panel spacer according to the invention their tensile strength, and only then, an important static Function. The panel spacers stabilize a filled wall with regard to one Bend of her wall surface. The filling, in particular with good verkantendem or verkrallendem or compacting filling material such as gravel, takes over in a filling space according to the invention a deflection of the wall surface the absorption of the pressure forces in the direction of the wall thickness, in the direction of the wall height and in the direction of the wall length. ever denser or more unyielding is the filler, the better takes the filler the pressure forces on. For example, it is advantageous to shake the filler. requirement for this Property is that the filling material pressure resistant is. In particular, mineral filler is usually good or high pressure loadable. Take over the panel spacers the absorption of tensile forces in the direction of the wall thickness. The panels arranged on both sides take over the absorption of tensile forces in the direction of the wall length and in the direction of the wall height.

By This overall design of the wall surface is created according to the teaching The statics have an effect similar a plate. Without the statically indispensable element that the Make panel spacers, this would Effect does not arise. Therefore, a tensile training as possible the panel spacer especially important. Especially with the wall elements, which are preferably formed uniformly already factory, is this is simplified by a welded connection with the panels possible.

The Description provides further advantageous embodiments, in particular in terms of other wall components and their connections to form a wall according to the invention, Basically All disclosed features essential to the invention and form individually or in any combination, the invention.

It is advantageous if a post or a grid post and / or a panel and / or a stiffening component or stiffening element and / or a screw clamp fastener and / or a panel spacer and / or a metal post made of metal, in particular of iron, steel or Stainless steel or cast metal, is formed. Metal or steel is cheap in the production and has a high strength. thats why Metal can be subjected to high static loads with little use of materials. That reduces the cross-sections, improves the look and reduces costs. metal is good, easy, safe and cheap workable and, in particular by welding or clamps, easily connectable. A materially uniform education of posts and panels, in particular of the basic material wire, promotes the optical shape.

It are metals with different properties, such as different surfaces or different strengths available. In metal construction that is Material mostly smooth. For example, the material quality of steel should be (Sequence with increasing strength) at least S 235 (formerly St37), S 275, S355 or higher be. In reinforced concrete, the surface is often ribbed. But she can also be smooth. For example, the material quality of reinforcing steel should be (Order of increasing strength) at least Bst 420, Bst 500/550, Bst 600/650, Bst 700/750 or higher.

Corrosion-prone metals such as iron or steel is used for corrosion protection and improvement the optic preferably galvanized and / or powder coated or painted. Galvanized steel or stainless steel or cast metal is very durable and weather resistant. Stainless steel is expensive, but does not corrode. Iron or steel is very inexpensive to produce with a corrosion protection layer. Durable corrosion protection is cheap and easy by a corrosion protection layer in the form of a galvanic coating or a dip melt coating produced. In particular, a Tauchschmelzüberzug can in different Thicknesses are applied, thus offering a particularly durable Corrosion protection. The galvanic coatings are chrome, zinc, aluzinc and Galfan known materials. In a dip melt coating is Galvanizing or hot dip galvanizing very well known. Alternatively it will applied an aluzinc outer sheath. A common embodiment is the type AZ 185. Another advantageous embodiment is a Galfan hot dip coating. For that will be gladly used a melt with 95% zinc and 5% aluminum.

In an advantageous embodiment of the invention, the wall has more as two panels and / or more than two posts and / or more than one Stiffening component and / or more than one metal post on. These Components of the wall preferably form a multipart continuous extending wall structure.

Especially the wall thickness of the filling space and / or the height and / or the length the panels are the same or different.

In this case, the longitudinal alignment and / or height alignment is aligned and / or angled. The design and technical requirements in gardening and landscaping, in the private garden or in public spaces and in traffic and road construction are very diverse. Optical and technical needs have to be met. A wall as a design object and / or with a technical use must therefore be flexibly adaptable to these requirements, in particular on site.

A Wall with the aforementioned features meets all these requirements and is easy, fast and inexpensive to produce and process. she is statically secure and optically optimally formed. It will be with as possible little effort a best possible result achieved. In particular, the components, such as panels, Post or stiffening components, in terms of intended Application of the wall according to the invention Optimized adapted. In terms of the static properties is the best possible utilization of the used Materials noted. It also becomes an optimal optical result achieved. Also an optimal technical result, especially for the application as privacy, sound insulation or windbreak is achieved. The Wall is re optimized for their production and processing.

following The invention will be described with reference to embodiments with reference closer to the drawing explained. It shows:

1 in a perspective view of a wall with two lattice posts and two spaced panels, which is filled with pebbles;

2 in horizontal cross-sectional views a) to l) different embodiments of lattice posts;

3 each in horizontal cross-sectional views and in side views a) to f) different embodiments of lattice posts;

4 each in horizontal cross-sectional views and in side views a) to e) different embodiments of lattice posts;

5 each in horizontal cross-sectional views and in side views a) to d) different embodiments of lattice posts;

6 in perspective views a) to c) different embodiments of screw-clamp connection parts;

7 in perspective views a) to c) further embodiments of screw-clamp connection parts;

8th in perspective views a) and b) further embodiments of screw-clamp connection parts;

9 in perspective view a partial view of a panel;

10 in perspective views a) to d) embodiments of lattice posts;

11 in perspective views a) to c) further embodiments of grid post;

12 in an elevation an embodiment of a grid post;

13 in plan views a) to c) three walls with different widths;

14 in a perspective view of an aligned wall portion with a grid post;

15 in a perspective view an angled wall portion with a grid post;

16 in a perspective view of another embodiment of an angled wall section with lattice posts;

17 in a perspective view an aligned wall section with lattice posts and both sides of different wall thickness;

18 in a perspective view an angled wall portion with lattice posts and both sides of different wall thickness;

19 in a perspective view of another embodiment of an angled wall portion with a lattice post;

20 in a perspective view of an aligned wall portion with a lattice post and both sides of different wall thickness;

21 in a perspective view a wall portion with the two panels connecting spacers and a spacer prior to assembly;

22 in a perspective view of a wall with a stiffening lattice girder arranged on top;

23 in a perspective view of a wall with a post having a wire for attachment of a grid mat;

24 in a perspective view of a wall with a further embodiment of a post having a wire for fixing a grid mat;

25 in a perspective view of a grid post unit, on the right side and left side each mounted a panel or lattice mat with different height profile; and

26 in a perspective view of a wall with different wall sections.

The figures cited in the following list and appended also show embodiments of the invention:
1110_Gittermatten
1120_Gittermatten
1130_Gittermatten
1210_Gittermatten
1220 grid mats
1230_Gittermatten
1310_Gittermatten
1320_Gittermatten
1330_Gittermatten
1410_Gittermatten
1420_Gittermatten
1430_Gittermatten
1510_Gittermatten
1520_Gittermatten
1530_Gittermatten
1610_Gittermatten
1620_Gittermatten
1630_Gittermatten
1640_Gittermatten
2110_Gitterpfosten
2112_Gitterpfosten
2114_Gitterpfosten
2120_Gitterpfosten
2122_Gitterpfosten
2124_Gitterpfosten
2130_Gitterpfosten
2132_Gitterpfosten
2140_Gitterpfosten
2142_Gitterpfosten
2144_Gitterpfosten
2150_Gitterpfosten
2210_spatial grid posts
2212_spatial grid posts
2220_spatial grid posts
2222_spatial grid posts
2224_spatial grid posts
2226_spatial grid posts
2228_spatial grid posts
2230_ spatial combi-grating posts
2232_ spatial combi-lattice posts
2234_spatial combination lattice posts
2240_spatial combination grille posts
2242_ spatial combi-grate posts
2310_Stahlbaupfosten
2312_Stahlbaupfosten
2320_Stahlbaupfosten
2322_Stahlbaupfosten
2324_Stahlbaupfosten
2330_spatial steel construction posts
2332_drawn steel construction posts
2334_spatial steel construction posts
2810_ arrangements round and square
2811_ arrangements round and square
2812_ arrangements round and square
2813_ arrangements round and square
2814_ arrangements round and square
2815_ arrangements round and square
2820_ arrangements round and square
2821_ arrangements round and square
2822_ arrangements round and square
2823_ arrangements round and square
2824_ arrangements round and square
2825_ arrangements round and square
2830_ arrangements round and square
2840_ arrangements round and square
2850_ arrangements round and square
3110_Gitterpost improved
3112_Gitterpost improved
3114_Gitterpost improved
3120_Gitterpost improved
3122_Gitterpost improved
3124_Gitterpost improved
3130_Gitterpost improved
3132_Gitterpost improved
3140_Gitterpost improved
Improved 3142_Gitterpost
3144_Gitterpost improved
3150_Gitterpost improved
Improved 3210_ spatial grid posts
Improved 3212 spatial grid posts
3222_ spatial lattice posts improved
3226_ spatial lattice posts improved
Improved 3228_ spatial lattice posts
3230_ spatial combi-grating posts improved
3232_ spatial combi-grating posts improved
3234_ spatial combi-grating posts improved
Improved 3240_ spatial combi-grate posts
3242_ spatial combi-grating posts improved
3320_ Steel post improved
3322_Stocking post improved
3330_Stahlbaupfosten improved
3332_Posted steel post improved
3334_ Steel construction post improved
4110_massive or spatial posts
4112_massive or spatial posts
4114_massive or spatial posts
4120_massive or spatial posts installed
4122_massive or spatial posts installed
4124_massive or spatial posts installed
4126_massive or spatial posts installed
5110_verstaerkte posts
5112_verstaerkte posts
5120_verstaerkte posts
5220_verstaerkte post installed
5222_verstaerkte post installed
5224_verstaerkte post installed
5230_verstaerkte post built combi
6114_Zaunfundament
6116_Zaunfundament
6118_Zaunfundament
6120_Zaunfundament
6122_Zaunfundament
6130_Zaunfundament supra
6132_Zaunfundament supra
6190_Zaunfundament Gesamtschau
8116_transportable basket
8120_transportable basket horizontal stiff
8122_transportable basket horizontal stiff
8130_transportable basket FU-feet
8132_transportable basket FU-feet
8140_transportabler Korb_Ein-Mattenkorb-U-251
8142_transportable basket_a-mat basket-U-251
8144_transportabler Korb_Ein-Mattenkorb-U-251
8210_transportable basket_transport solutions
8212_transportable basket_transport solutions
8214_transportable basket_transport solutions
8220_transportable basket_transport solutions
8250_transportable basket_transport solutions
8270_transportable basket_verbaut
8272_transportable basket_verbaut
8274_transportable basket_verbaut
Fig-A-01
Fig-B-01
Fig-B-02
Fig-B-50_transportable filled pole
Fig-B-52_transportable filled pole
Fig-B-54_transportable filled pole
Fig-B-56_transportable filled pillar
Fig-C-01
Figure D-01
Figure E-01
Figure F-01
Fig-F-01_a
Fig-H-01
Fig-H-02_a-d
Fig-H-03_a-d
Fig-H-04_a-c
Figure I-01
Figure I-02
Fig-I-03_transportable basket
Fig-K-01
Fig-K-02
Fig-K-03_horizontal deflection
Fig-K-04_horizontal deflection
Fig-L-01
Fig-L-02_ special lattice mats
Fig-L-03_ special lattice mats
Fig-M-01

A wall 1 has two formed in particular as wire mesh mats panels 2 and 2 ' on (see 1 and 13a , where in 1 only the blackboard facing the viewer 2 shown) which are spaced apart and arranged parallel to each other and at their lateral vertical edges 3 respectively. 3 ' at a respective grid post 4 (in 1 and 13a the same, rear or opposite lattice posts are not shown) attached to the ground 5 by means of a concrete foundation 6 into which its subsection is poured is anchored.

The grid post 4 (see also 11a ) is, for example, two identical grating post units 4a and 4b constructed, each three vertical bars 7 . 8th and 9 have 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 from a bent and closed by welding wire, are firmly connected to each other and over the length of at least two surfaces of the isosceles triangle shape over individual or continuous curved diagonal bars 11 are ambitious. The two grid post units 4a and 4b are adjacent to each other at their opposite base sides by means of screw clamping parts 12 connected to each other, each of the two adjacent vertical bars 8th and 8th respectively. 9 and 9 the two grid post units 4a and 4b firmly connect with each other.

The grid post 4 is thus in terms of its load or force carrying capacity over the thickness of the wall 1 uniform structure. The two Gitterpfosteneinhei th 4a and 4b essentially can not shift or move against each other when z. B. on the wall 1 or their wall sides interact with lateral forces, resulting in a bending strain on the wall and posts.

The attachment of each blackboard 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 the blackboard 2 . 2 ' and the respective outer vertical rod 7 each grid post 4 produce.

An embodiment of a blackboard 2 . 2 ' the wall of the invention 1 (please refer 9 ) contains several vertical bars 14 and with these connected horizontal bars 15 , as shown in 9 also double or in pairs and thus on both sides of the vertical bars 14 can be arranged. 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 the panels, also referred to as wire mesh 2 . 2 ' are, for example, steel wires or steel rods with a diameter of usually 6 to 8 mm, which are welded together at the crossing points. However, other materials and other diameters may be used with the strength required for a particular wall.

The grid posts 4 can in different configurations are designed and used. Flat lattice posts 4 (please refer 2a to 2d ) contain two spaced-apart vertical bars 7 as single bars or as double bars ( 2 B ) passing through substantially one of the vertical bars 7 defined level arranged connecting parts 16 such as B. bars 11 , Struts or diagonal bars are interconnected. The connecting parts 16 may also be provided in duplicate (see 2d ) to the strength of the grid posts 4 to increase.

The in the 2e to 2h illustrated grid post 4 that in contrast to the flat lattice posts 4 as spatial grid posts 4 can be referred to, contain at least three vertical bars 7 (in single or double training), which in the horizontal cross-section z. B. form a triangle or polygon, with two adjacent vertical bars 7 through connecting parts 16 connected together, but one of the adjacent pairs of rods 7 . 7 not connected by connecting parts. As a result, you can these lattice posts 4 with an open side as well as spatially open lattice posts 4 describe.

In contrast, included in the 2i to 21 illustrated spatial grid post 4 connecting parts 16 between all of the two adjacent vertical bars or pairs of bars 7 . 7 , Thus, as a cross-sectional shapes of the lattice posts closed triangles, rectangles or polygons and in curved connecting parts also approximately round or oval cross sections (see 2k ) are formed.

at the illustrated cross-sectional profiles can additional vertical rods as well additional Connecting parts installed as the strength-increasing struts become.

The connecting parts 11 respectively. 16 the grid post 4 can according to 3a alternating diagonal as well as alternating diagonal and horizontal ( 3b ) and only horizontally ( 3e ) and they can be arranged at a distance ( 3a ) as well as at close range ( 3c ) can be arranged. This arrangement can basically be applied to flat grid posts ( 3a to 3c ) as well as spatial grid posts ( 3d to 3f ) be used. The increased number of links or nodes 17 at the lattice post 4 according to 3e (additional vertical rod) allow a very rigid design.

As connecting parts, instead of the wire rods, for example, flat iron 18 in particular with vertical bars 7 aligned alignment the connection of the vertical bars 7 take ( 3f ). Due to the longer connecting line or connecting surface at the edges of the flat iron 18 also offers this design a higher bending strength compared to only point-shaped node connections 17 ,

While at the in 3d illustrated grid post 4 the connecting parts or struts 16 or diagonal bars 11 the two sides are arranged congruently in side view, are the diagonal struts 11 of the grid post 4 according to 4a formed in opposite directions and offset from each other. In the embodiment of the 4b are at a diagonal bracing 11 in addition horizontal bars or connecting parts 16 inserted. As a result, the grid openings are reduced and increases the flexural rigidity.

The 4c to 4e show lattice posts 4 with diagonal struts 11 where the vertical bars 7 the three embodiments have different distances, so that different width lattice posts 4 can be formed, which can be the basis for walls with different widths (or thicknesses).

The schematic representation of 5a shows a spatial grid post 4 as he at the in 1 illustrated wall 1 is used, in which the screw clamping parts 12 the vertical bars 8th and 8th respectively. 9 and 9 the two grid post units 4a and 4b connect. However, the connection can also be made by welding the two grating post units 4a and 4b at one or more points or lines of the corresponding vertical bars 8th be done as the example of the flat or flat grid post of 5b is executed.

Two flat lattice post units, each of which may form a lattice post per se, may be connected in parallel (see 5c and 5d ) and thus have a higher rigidity against lateral buckling.

As fastening parts for attaching the panels 2 . 2 ' at the lattice post 4 as well as for making the grid posts 4 from two grid post units 4a and 4b as well as for other connection tasks are in particular the screw clamping parts 12 intended. This in 6a illustrated screw clamp 12 contains a screw 19 on which an upper clamping part 20 and a lower clamping part 21 are rotatable and arranged clamped by a nut against each other. The clamping parts 20 . 21 contain formations 22 for holding wires or rods 14 and 7 the boards 2 . 2 ' or grid post 4 , The 6a shows the screw clamp 12 at a 90 ° connection, whereby by the mutually rotatable clamping parts 20 . 21 also deviating angle connections are adjustable. Because the clamping parts 20 . 21 re relative to the bars 7 . 13 . 14 can be displaced axially before the bracing and by the possibility of their pivoting, such a screw-clamping part 12 be used universally. 6b shows a screw clamp 12 , whose upper clamping part 20 two parallel formations 22 contains, in addition to the inclusion of rods or wires 7 . 13 . 14 can be formed with different diameters. 6c shows such a screw clamping part 12 with two parallel wires 7 and 13 different diameter and one in the lower clamping part 21 taken at a right angle thinner wire 15 ,

7a shows a screw clamp 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. 7b and 7c show a screw clamp 12 for firmly connecting two parallel bars of different diameters analogous to 6a and 6b , By a rotation of the lower clamping part 21 parallel to and under the larger shape 22 The inclusion of a rod or wire with even larger diameter is possible. This increases the universal applicability of a so-formed screw clamp.

A secured by two screws parallel clamp as screw-clamp part for two parallel bars shows 8a , while 8b a screw clamp 12 for the cross attachment of a maximum of two parallel bars. In both cases, the axial association between the rods and the screw clamping part 12 to be changed.

The 10 to 12 show differently designed grid posts 4 , in which 10d a basic version of a flat lattice post with diagonal bracing formed by a continuous wire 11 represents and 10c a grid post 4 which consists of two grating post units according to 10d exists, which 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 5d ). The upper ends of the vertical bars 7 are interconnected with the connection 24 a section of that bar can be, by bending twice by 90 ° the two vertical bars 7 forms.

The grid post 4 of the 10a contains two grid post units 4a and 4b , which may have a different height (in horizontal extent), on the vertical bars 7 over welds 23 can be connected and at their upper ends by means of a common completion or supplementary part 25 are firmly connected to each other. The final or supplementary part 25 is in accordance with the substantially triangular cross-sectional shape of the two lattice post units 4a and 4b roughly diamond-shaped. This grid post 4 of the 10a (Like all other lattice posts) can be made without connection at its lower end, which is anchored in particular in a concrete foundation. 10b shows a simple spatial grid post 4 in which two triangular surfaces diagonal struts 11 the associated vertical bars 7 while the (in the 10b rear) base side without struts and thus is open. Such unilaterally open posts are space-saving stackable. The upper connection is made by means of a completion or supplementary part 25 in triangular form.

While in 11a illustrated grid post 4 (which is also part of the wall 1 of the 1 is) two over the screw clamps 12 connected lattice post units 4a and 4b are the two grating post units 4a and 4b of in 11 b illustrated grid post 4 by a between the two upper completion or supplementary parts 25 welded connection part 26 spaced apart so that between the now spaced vertical bars 8th and 8th respectively. 9 and 9 one board 2 respectively. 2 ' can be arranged (see 19 and 20 ), whereby the universal applicability of this grid post 4 is increased. The grid post 4 of the 11c is made of two flat lattice post units 4a and 4b composed and contains an upper conclusion or supplementary part 28 in the form of one of the lattice post units 4a and 4b welded flat material strip. The two double vertical bars 7 can be outside by a cover strip 29 or covered or reinforced cover bar, which is welded to the diagonal struts. Such reinforcement increases the flexural rigidity of the grid post 4 especially at high loads or large static slenderness of the grid post.

The in 12 illustrated flat lattice posts 4 Contains at its two grid post units 4a and 4b other additional parts in the form of vertical additional rods 30 on, between the peripheral vertical bars 7 also to 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 grid post according to the invention 4 is particularly suitable for producing walls 1 different width (or thickness) with the same width of the grid post. Because the screw clamps 12 as shown in the 13a to 13c in different angular positions at the respective vertical Rod 7 respectively. 13 both of the grid post 4 as well as the blackboard 2 . 2 ' You can also fix the two panels 2 . 2 ' in different positions relative to the vertical bars 7 of the grid post 4 be arranged to which they are attached. This can be walls 1 with different wall widths x ₃ according to the 13a to 13c in a simple manner and without special preparations or elaborate adjustments. Also in the formation of angled walls 1 is the different angular position of the screw clamping parts 12 advantageous.

The in 14 illustrated section of a wall according to the invention 1 contains a flat grid post 4 how he z. In 10d is shown. On both sides of the lattice post 4 are each two panels 2 . 2 ' by means of screw clamping parts 12 on the respective vertical rod 7 perpendicular to the grid post 7 appropriate. The boards 2 . 2 ' are aligned with the vertical bars 7 of the grid post 4 aligned. On each side of the grid post 4 is between the opposite panels 2 . 2 ' a filling room 31 for filling material 32 in the form of z. As stones or gravel formed (the filler 32 is shown in this and in the next figures only on the top graphically). The grid post 4 thus limits two adjacent filling spaces 31 the Wall 1 , On the outside of the wall 1 is the lattice post 4 visually less conspicuous, since essentially only his vertical bar 7 you can see.

15 shows a kink of the wall 1 in which the two wall sections extend at an angle to one another. The right wall section with its panels 2 . 2 ' is according to the execution of 14 educated. For the left wall section are the two panels 2.2 at an angle to the grid post 4 appropriate. A geometrically expected mutually different wall thickness can be achieved by a rotational movement of the screw clamping parts 12 according to 13 be compensated.

In a further modification (see 16 ) contains the wall 1 two lattice posts at the kink 4 Also called a grid post 4 with two grid post units 4a and 4b can be viewed. The right wall section with its lattice post unit 4b corresponds to the embodiments of the 14 and 15 , The left wall section has its own grid post unit 4a on, which is perpendicular to the two left panels 2 . 2 ' is aligned. The two grid post units 4a and 4b are at their two front vertical bars 7 via at least one screw clamping part 12 interconnected and are V-shaped to each other. The back panel 2 ' the left wall portion extends across the V-shaped opening between the two grid post units 4a and 4b close to the right lattice post unit 4b and is by means of screw clamping parts 12 z. B. over its second vertical rod 14 with the vertical bar 7 the left grating post unit 4a connected.

At the in 17 illustrated wall 1 adjoin the lattice post 4 on the left side, a wall section of greater wall thickness and on the right side a wall section of lesser wall thickness. The grid post 4 is, for example, according to the 11a from two triangular grid post units 4a and 4b educated. While the two posterior panels 2 ' on the rear vertical bar 7 are flush mounted and the left front panel 2 on the front vertical bar 7 is the right front panel 2 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 can be freely selected their exact position (see the comments on 13 ).

At the opposite 17 modified embodiment of the 18 contains the wall 1 a kink in the way that the two wall sections of different width or wall thickness at a respective angle to the common lattice post 4 are arranged. The grid post 4 can z. B. be arranged in the bisector of the total angle between the two wall sections.

19 shows a wall with a arranged at a kink grid posts 4 in an embodiment z. B. according to 11b , While the two posterior panels 2 ' on the rear vertical bar 7 of the grid post 4 are attached, the two front panels 2 on the lateral vertical bars 8th the front grid post unit 4a by means of the screw clamping parts 12 attached, being between the lateral vertical bars 8th respectively. 9 the front grid post unit 4a and the rear grating post unit 4b in the grid post 4 extend into it. By means of the universal screw clamping parts 12 can attach to the upper horizontal bars 15 the boards 2 . 2 ' take place essentially anywhere. Through the visually protruding front grid post unit 4a will the wall 1 optically structured. At the same time, it creates a trellis for plants. For vertically slender walls 1 can be reached through an optically protruding front grid post unit 4a Also, a greater static height in the bending direction and thus a higher bending stiffness without increasing the wall thickness.

20 shows the wall according to 17 but with the grid post 4 of the 19 , Again, the recessed panel 2 of the narrow left wall portion so on a rear vertical rod 8th the front grid post unit 4a fixed be able to reach between the two spaced lattice post sections. This will allow the blackboard 2 be processed without having to cut them. It therefore remains in its original state, which increases its later reusability and thus its value or its sustainability.

21 shows an unfilled wall with spacers 33 , which connect the two panels together and when filling the filling space between the panels prevent the two panels from bulging outwards due to the pressure of the filling material. 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. As 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.

In order to avoid bending of the filled wall, in particular at its upper portion transversely to its longitudinal extent, a lattice girder 34 (please refer 22 ) the upper ends of the two panels 2 and 2 ' firmly connect with each other and keep at a defined distance. The z. B. by means of screw 12 Clamping parts on the upper horizontal bars 15 the boards 2 . 2 ' attached lattice girders 34 with diagonal bracing 11 stiffens the wall as a stiffening element 1 considerably at its upper section. This is especially important for statically slim walls.

23 shows an embodiment of a post 35 with a central tube 36 with rectangular cross-section and side-mounted grille parts 37 on which the panels 2 . 2 ' by means of the screw clamping parts 12 can be attached. The side lattice part 37 is z. B a bent edge wire or rod, the multiple times on the pipe 36 is attached. Instead of a wire part and several wire parts can laterally on the pipe 36 be mounted one above the other. By additionally attached lattice parts, a multiplicity of the technical and optical advantages described above can be achieved even when using conventional steel profiles.

The embodiment of the post 35 of the 24 contains a central U-profile 38 , on the lateral thighs 39 in each case at least one grid part 40 is attached, the z. B. the cut piece of a panel with horizontal double bars 41 is. The double bars 41 are on the thigh 39 of the U-profile 38 welded. The attachment of the blackboard 2 takes place in turn with at least one screw clamping part 12 On the one hand, on the vertical bar 42 of the lattice part 40 of the post 35 and on the other hand at the end of the rear bar 15 of the horizontal double bar of the blackboard 2 is attached. The end of the front bar 15 The double rod is for reasons of universal adaptability and space reasons for the screw clamp 12 been cut off.

25 shows the two-sided opposite arrangement of two panels 2 at a grid post unit 4a , wherein the panels and the grid post unit 4a end at different heights. In this way, by flexibly manageable attachment of the different panels 2 a wall 1 be made with any different height profile.

With the illustrated and described elements can thus easily a wall 1 be created as they are in 26 is shown schematically. So are the left and the first wall section 1.1 respectively. 1.2 arranged flush with the interposed grid post, the third wall section 1.3 joins at an angle (kink at the lattice post). The third and the fourth wall section 1.3 respectively. 1.4 also form a kink at the lattice post (e.g. 16 ) as well as the fourth and fifth wall section 1.4 respectively. 1.5 , Between the fifth and sixth wall section 1.5 respectively. 1.6 the width or thickness of the wall changes (eg correspondingly 17 ) as well as the height. Between the sixth and seventh wall section 1.6 respectively. 1.7 is again a kink z. B. according to the 16 or 19 formed and the eighth wall section 1.8 has a smaller wall thickness, wherein the outer panel is offset inwardly. In addition, the height of the eighth wall section 1.8 reduced.

Furthermore, on the second wall section 1.2 on the outside a ninth wall section 1.9 attached, the panels of the ninth wall section 1.9 immediately on the board of the second wall section 1.2 by means of the screw clamping parts or with the interposition of a ninth wall section 1.9 can be fixed edge-limiting grid post. At the opposite end of the ninth wall section 1.9 is still a tenth wall section 1.10 attached, for example, on its side surface.

Basically, the panels can 2 . 2 ' or grid mats of the wall 1 also over grid posts 4 or post 35 extend out so that the joints or joints of two together adjacent and especially aligned panels 2 outside of grid posts 4 or post 35 can lie.

following Be exemplary embodiments the following codes 1110 to 1640 and 2110 to 2242 and optionally enclosed figures briefly explained.

1000s = figures of grid mats

The Figures 1110 to 1640 show sections of various grid mats according to the invention. These are for use or as a base material for panels, Posts or stiffeners provided.

ever Closer the grid, the more impermeable the grid becomes for a filling material. The smallest clear width between the bars determines the average Minimum size of the grain of the filler. The smaller the grain size the filling material, The less wall thickness is required to make the wall opaque perform. This saves material costs, labor costs and land area. simultaneously increases the static effect of the grid mat by a tight grid grid. By more bars and more knots, the grid mat becomes statically stiffer. The deflection is reduced and the disk effect increases. That is in particular for posts or stiffening elements particularly important.

ever continue the grid, the less mesh is needed and the grid mat becomes cheaper. At the same time the filling material comes visually more effective as it is covered by less mesh material is. By fewer bars and less knots, the grid mat becomes statically softer. In the Use as a blackboard of a wall, therefore, more to compensate Spacer per unit area used.

One smallest grid of 100 mm requires a correspondingly large grain size of the Fill material. Therefore, a wall is significantly thicker to perform to opacity to reach. Dependent from the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, 30 cm or 35 cm or 40 cm minimum wall thickness. For example, this is one Breakage material with a grain from 80 mm quite suitable. A grain size from 90 mm is also called Round grain already securely held.

One smallest grid of 50 mm requires a much lower granulation of the filling material. Therefore, a wall can be made with a smaller wall thickness, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, 22 cm or 25 cm or 28 cm minimum wall thickness. For example is for that a breaking material with a grain from 35 mm quite suitable. A grain size from 40 mm is also called Round grain already securely held.

One smallest grid of 35 mm requires an even lower grain size of the Fill material. Therefore a wall can be made with an even smaller wall thickness, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, only 16 cm or 18 cm or 20 cm minimum wall thickness. For example is for that a breaking material with a grain from 25 mm quite suitable. A grit from 28 mm is also called Round grain already securely held.

One smallest grid of 25 mm requires an extremely low grain size of the Fill material. Therefore a wall with a very small wall thickness can be made, to achieve opacity. Depending on the shape and mixture of the filling material and the wire diameter or the clear width of the grid required for example, only 10 cm or 12 cm or 14 cm minimum wall thickness. For example is for that a breaking material with a grain from 16 mm quite suitable. A grain size from 18 mm is also called Round grain already securely held.

It is particularly advantageous if the grid is a multiple of 25 mm. 50 mm, 75 mm, 100 mm, 150 mm, 200 mm, 250 mm, 300 mm and 400 mm are to be preferred. By applying a Raster results in an improved look when combining different Components such as panels, posts or stiffening elements.

It is particularly advantageous grid of wire, in particular metal wire, manufacture. It includes Iron and steel to the most inexpensive metals. Also aluminum and stainless steel are despite higher Material costs interesting metals for lattices. Reach metals with little material and thus low cost high static values. Metal is comparatively insensitive to handling, in storage and very well weather-resistant or weather-resistant equip. metal let yourself very good process and connect.

It It is particularly advantageous to make the knots spot-welded. Thereby arise rigid knots. These have opposite articulated nodes very high static resistance forces, in particular an improved disc effect, on.

mesh mats are made especially priced factory prefabricated.

The wires have advantageous diameters of 3 mm to 14 mm. 3 mm thick wires are very cheap, are due to relatively low static Values are rarely used. When used as a blackboard in a wall according to the invention can here without sufficient spacers a quilted pattern surface arise. 4 mm or 5 mm, especially in area applications as for example in panels, more advantageous. Here are, depending on the burden of the filling and the wind forces, enough bars or a tight grid required. 6 mm and 8 mm, but also 7 mm make for panels and diagonals or lower chords of Post and bracing elements make a good compromise between stability and costs. For Posts and stiffeners should use at least these diameters become. More than 8 mm up to 14 mm are only sensible for panels in special cases. In the upper straps of posts and stiffening elements are these Diameter particular advantageous as they occur there high static loads can absorb very well. In special cases are also larger diameter statically or visually meaningful.

1110-1430 = two-layer mesh mats

The Figures 1110 to 1430 show grid mats with two arranged crosswise Grid positions. Such mesh mats can be found in a variety of designs and dimensions be made without any special effort.

The Figures 1110-1130 show grid mats with a vertical grid of 100 mm and different Horizontal grids.

figure 1110L shows a grid mat with a 100 × 100 mm grid.

figure 1110R shows a grid mat with a 100 × 150 mm grid.

figure 1120L shows a grid mat with a 100 × 200 mm grid.

figure 1120R shows a grid mat with a 100 × 250 mm grid.

figure 1130L shows a grid mat with a 100 × 300 mm grid.

figure 1130R shows a grid mat with a 100 × 400 mm grid.

The Figures 1210-1230 show grid mats with a vertical grid of 50 mm and different horizontal grids.

figure 1210L shows a grid mat with a 50 × 50 mm grid.

figure 1210R shows a grid mat with a 50 × 100 mm grid.

figure 1220L shows a grid mat with a 50 × 150 mm grid.

figure 1220R shows a grid mat with a 50 × 200 mm grid.

figure 1230L shows a grid mat with a 50 × 250 mm grid.

figure 1230R shows a grid mat with a 50 × 300 mm grid.

The Figures 1310-1330 show grid mats with a vertical grid of 35 mm and different Horizontal grids.

figure 1310L shows a grid mat with a 35 × 50 mm grid.

figure 1310R shows a grid mat with a grid of 35 × 100 mm.

figure 1320L shows a grid mat with a grid of 35 x 150 mm.

figure 1320R shows a grid mat with a grid of 35 × 200 mm.

figure 1330L shows a grid mat with a grid 35 × 250 mm.

figure 1330R shows a grid mat with a grid 35 × 300 mm.

The Figures 1410-1430 show grid mats with a vertical grid of 25 mm and different horizontal grids.

figure 1410L shows a grid mat with a grid of 25 x 25 mm.

figure 1410R shows a grid mat with a 25 × 50 mm grid.

figure 1420L shows a grid mat with a 25 × 150 mm grid.

figure 1420R shows a grid mat with a 25 × 200 mm grid.

figure 1430L shows a grid mat with a 25 × 250 mm grid.

figure 1430R shows a grid mat with a 25 × 300 mm grid.

1510-1540 = Grid mats with flat steel

The Figures 1510 to 1540 show grid mats with two crosswise arranged Grid positions. The horizontal grid position forms one in cross section flat steel-like material. The static effective height is determined by that in cross section greater dimension of the flat steel type Material determined. Flat steel-like material has in its longitudinal extent a very high bending stiffness. As a result, has a manufactured so Lattice mat a very high resistance to deflection. This is particularly advantageous if such a grid mat as a blackboard a wall according to the invention is used. In particular, in a horizontal arrangement of flat steel-like material, this advantage is used optimally. With little material expenditure for the grid mat and with a few or a narrow post grid even without a spacer, the forces are safe directed into the posts. A quilted surface emerges not here.

figure 1510L shows a grid mat with a 100 × 200 mm grid.

figure 1510R shows a grid mat with a 100 × 250 mm grid.

figure 1520L shows a grid mat with a 50 × 200 mm grid.

figure 1520R shows a grid mat with a 50 × 250 mm grid.

figure 1530L shows a grid mat with a grid of 35 × 200 mm.

figure 1530R shows a grid mat with a grid 35 × 250 mm.

figure 1540L (1610L) shows a grid mat with a 25 × 200 mm grid.

figure 1540R (1610R) shows a grid mat with a 25 × 250 mm grid.

1620-1640 = Wire mesh mats as double rod mats

The Figures 1620 to 1640 show grid mats with three arranged crosswise Grid positions. The grid mats are called double rod mats educated. The opposite double rods are by the angularly arranged bars to a static unit connected. The static effective height is determined by the distance of the double bars. This grid mat has the same advantages as a grid mat with in cross section flat steel-like material according to the figures 1510 until 1540.

Metal fencing show at the double rods usually a grid of 200 mm. At the angular arranged rods the grid is usually 50 mm. Double rod mats are mostly off 60 cm height every 20 cm to 240 cm height done. The length measure is usually 250 cm plus a wire diameter. This indicates a double rod mat with a 50 mm grid of length after 51 bars on. A savings variant has only 47 bars with a correspondingly larger grid on.

Metal fencing like to be in configuration 6/6/6 (first double / angular arranged center bar / second double bar) made. Also the Configurations 8/8/8 or 8/6/8 are common. When used as Blackboard of a wall according to the invention however, other configurations are more advantageous. Especially at a 50 × 250 grid or 50 × 200 or smaller is the execution 8/5/8 or 7/5/7 or 6/5/6 statically sufficient, but clear economical. The number and distribution of the spacers or the wall height is important here. Especially with a grid 35 × 200 or 25x250 or 25 × 200 or smaller is the execution 8 / 4,5 / 8 or 7 / 4,5 / 7 or 6 / 4,5 / 6 or 7/4/7 or 6/4/6 also completely static sufficient, but still much more economical. Here is the number and the distribution of the spacers or the wall height of particular importance.

Metal fencing with a grid 50 × 200 mm are on powerful Industrial machinery produced very inexpensively.

figure 1620L shows a grid mat with a 50 × 200 mm grid.

figure 1620R shows a grid mat with a 50 × 250 mm grid.

figure 1630L shows a grid mat with a grid of 35 × 200 mm.

figure 1630R shows a grid mat with a grid 35 × 250 mm.

figure 1640L shows a grid mat with a 25 × 200 mm grid.

figure 1640R shows a grid mat with a 25 × 250 mm grid.

2000s = figures of posts made of lattice mats

FIGS. 2110 to 2242 show sections te of various components according to the invention, in particular posts and stiffening components. These use as base material differently shaped grid mats as described for example in Figures 1110 to 1640. The technical design of a post can also be applied to the design of a stiffening element or another component of a wall according to the invention.

Also As with the panels, the rule here is that the tighter the grid, the more impermeable it becomes the grid for a filler. The smallest clear width between the bars determines the average Minimum size of the grain Fill material. One according to the grain the intended filling material used tight grid allows the use of a post as a border post. That simplifies the Warehousing, avoids errors during assembly and thus saves costs. At the same time, the static effect of the grid mat increases a tight grid. By more bars and more nodes is the Grid mat statically stiffer. The deflection is reduced and the possible height increases. It is particularly advantageous in the peripheral areas of the components to arrange more statically effective material, since thereby the static effective effective height elevated becomes.

ever continue the grid, the less mesh is needed and the grid mat becomes cheaper. At the same time the filling material comes visually more effective as it is covered by less mesh material is. By fewer bars and less knots, the grid mat becomes statically softer. By additional activities for stiffening, such as an array of diagonal bars can to make up for it.

2110-2114 = Posts made of double-layered mesh mats

The Figures 2110 to 2114 show posts of grid mats with two crosswise arranged grid layers.

figure 2110L shows a post made of a grid mat with a grid 50 × 50 mm. This will be filling materials with a grain safe from about 40 mm. The post is five rasters wide. Show all bars the same diameter.

figure 2110R shows a post according to the figure 2110L. The two edge bars have a larger diameter on. As a result, the static strength of the post in the bending direction the wall thickness improved.

figure 2112L shows a post made of a grid mat with a horizontal one Grid 250 × 50 mm. The post is more cost effective compared to the post of Figure 2110L, because it is designed with less material. The smallest grid is still 50 mm, which allows it to reliably hold the same grain size. At a lower static load, for example, by a lower height or a location in a low wind load zone with lower Wind loads, this post is statically and economically optimal customized.

figure 2112R shows a post made of a grid mat with a horizontal one Grid 100 × 50 mm. The edge bars are reinforced. A centrally located vertical wire provides additional rigid knot ready.

figure 2114L shows a post made of a grid mat with a standing Grid 50 × 200 mm. The post is otherwise constructed analogous to the post of Figure 2110L. The post has substantially the same appearance as that for the application as a panel particularly cost-effective Double rod mats with the grid 50 × 200 mm.

figure 2114R shows a post made of a grid mat analogous to the figure 2114L. The two edge bars have a larger diameter on. As a result, the static strength of the post in the bending direction the wall thickness improved.

2120-2132 = Posts made of double rod mats

The Figures 2120 to 2132 show posts made of double rod mats. Metal fencing become cost effective in big Quantities provided. From this one can get cheap stable posts finished.

figure 2114L shows a post made of a double bar mat with a grid 50 × 50 mm. The double bars are arranged horizontally.

figure 2114R shows a post made of a double bar mat with a grid 50 × 50 mm. The double bars are arranged vertically.

figure 2122L shows a post made of a double rod mat with a standing Grid 50 × 200 mm. The double bars are arranged horizontally. This double bar mat represents the type of double rod mat that is particularly cost effective in huge Quantities is provided.

figure 2122R shows a post made of a double bar mat with a standing Grid 50 × 100 mm. The double bars are arranged horizontally.

figure 2124L shows a post made of a double bar mat with a horizontal bar Grid 250 × 50 mm. The double bars are arranged horizontally.

figure 2124R shows a post made from a double bar mat with a horizontal bar Grid 125 × 50 mm. The double bars are arranged horizontally. A centrally arranged vertical Wire provides additional rigid knot ready. The two edge bars have a larger diameter on. As a result, the static strength of the post in the bending direction the wall thickness improved.

figure 2130L shows a post made of a double bar mat with a standing Grid 50 × 200 mm. The double bars are arranged vertically.

figure 2130R shows a post made of a double bar mat with a standing Grid 50 × 100 mm. The double bars are arranged vertically. The horizontally arranged bars have a larger diameter on. As a result, the static strength of the post in the bending direction the wall thickness improved.

figure 2132L shows a post made of a double bar mat with a horizontal bar Grid 200 × 50 mm. The double bars are arranged vertically.

figure 2132R shows a post made from a double bar mat with a horizontal bar Grid 100 × 50 mm. The double bars are arranged vertically. A centrally located vertical wire provides additional rigid knot ready. The two double-edge bars point a larger diameter. As a result, the static strength of the post in the bending direction the wall thickness improved.

2140-2150 = Posts made of two grid mats

The Figures 2140-2150 show grid mats, each consisting of two grid mats combined.

figure 2140L shows a post made of two grid mats analogous to the figure 2110L with a 50 × 50 grid mm. The horizontal bars are arranged adjacent. The post has twice the material cross section on, resulting in a correspondingly higher static bending stiffness results. This post is therefore for higher loads at the same Wall thickness of the post suitable.

figure 2140R shows a post made of two grid mats analogous to the figure 2140R with a 50 × 50 grid mm. Here, however, the vertical bars are arranged adjacent.

figure 2142L shows a pole made up of two double pole mats with one standing Grid 50 × 200 mm analogous to the figure 2130L.

figure 2142R shows a pole made up of two double pole mats with one standing Grid 50 × 200 mm analogous to FIG. 2122L.

figure 2144L shows a post made of a grid mesh analogous to the figure 2114L with a standing grid 50 × 400 mm and a grid mat with a standing grid 250 × 400 mm, whose vertically arranged bars have a larger diameter. The mesh mats are in height direction staggered. This results in a total standing Grid 50 × 200 mm. Due to the arrangement, the statically valuable edge area a larger material cross-section on. As a result, the static strength of the post in the bending direction the wall thickness improved.

figure 2144R shows a post made of a double bar mat analogous to the figure 2122L with a standing grid 50 × 200 mm and a grid mat with a standing grid 250 × 200 mm. The mesh mats are in height direction staggered. This results in a total standing Grid 50 × 100 mm. Due to the arrangement, the edge region also has a larger material cross-section. As a result, the static strength of the post in the bending direction the wall thickness improved.

figure 2150L shows a jamb made up of two grid mats facing towards the wall thickness are arranged side by side. The grid mats are for example, by welding firmly connected. The grid mats have a lying Grid 100 × 50 mm up.

figure 2150R shows a pole made up of two double pole mats pointing towards the wall thickness are arranged side by side. The grid mats are for example, by welding firmly connected. The grid mats have a lying Grid 100 × 50 mm up. The double bars are arranged horizontally.

The Use of the different grid mats and their design or their combination, in particular as a board, posts or stiffening element a wall according to the invention, serve exclusively to fulfill the task of the invention in the best possible way. Depending on the specifications such as local conditions at the location, the desired Optics, the background, the filling material or the height the best possible one is determined Design of a grid mat. The exemplary embodiments shown show a small section of the actually possible variants and combination options.

2210-2228 = Post made of curved grid mats

The Figures 2210 to 2228 show posts of deformed in cross-section Mesh mats. It is a view, a cross section and a Side view shown.

figure 2210L shows a lattice mat bent to an angle.

figure 2210R shows a U-shaped curved grid mat. A wide side is open. The cross section is uniaxially symmetrical.

figure 2212L shows a V-shape curved grid mat with a 50 × 50 mm grid. A narrow side it is open. The cross section is uniaxially symmetrical.

figure 2212R shows a U-shaped curved grid mat. A narrow side is open. The cross section is uniaxially symmetrical.

figure 2220L shows a diamond shape curved grid mat with a 50 × 50 mm grid. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2220R shows a triangular shape curved grid mat with a 50 × 200 mm grid. The cross section is closed and forms its own filling space. The cross section is uniaxially symmetrical.

figure 2222L shows a rectangularly curved grid mat with a grid 50 × 50 mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2222R shows an octagonal curved lattice mat with oblong Cross-section. The cross section is closed and forms its own Filling space. The cross section is biaxially symmetrical.

figure 2224L shows an oval shaped lattice mat with a grid 50 × 50 mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2224R shows a hexagonal curved grid mat with elongated Cross-section. The cross section is closed and forms its own Filling space. The cross section is biaxially symmetrical.

figure 2226L shows a hexagonal curved grid mat with identical leg length and with a 35 × 50 grid mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2226R shows an octagonal bent grid mat with identical Leg length. The cross section is closed and forms its own filling space. The cross-section is four-axis symmetrical.

figure 2228L shows a square curved grid mat with identical leg length and with a 35 × 50 grid mm. The cross section is closed and forms its own filling space. The cross-section is four-axis symmetrical.

figure 2228R shows a circular curved grid mat with constant Radius. The cross section is closed and forms its own Filling space. The cross-section is four-axis symmetrical.

2230-2242 = Posts made of several grid mats

The 2230 to 2242 show posts made of several identical or different ones Mesh mats.

figure 2230L shows three grid mats forming a triangular cross-section combined. The long legs form two double bar mats with vertically arranged double bars and 50 mm height grid. The front short leg forms a lying arranged Double rod mat 200 × 50 mm The cross section is closed and forms its own filling space. The cross section is uniaxially symmetrical.

figure 2230R shows three grid mats leading to a double T-shaped cross section combined. The frontal legs form two grid mats with a grid 50 × 200 mm. The middle leg forms a double bar mat 50 × 50 mm The Cross-section is open at the sides and biaxially symmetrical.

figure 2232L shows four double rod mats that have a rectangular cross-section combined. The cross section may alternatively also from a Double rod mat in one piece be formed angled. The grid is 50 × 200 mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2232R shows two grid mats and two double rod mats attached a rectangular cross section are combined. The frontal Legs form two double rod mats with a grid of 50 × 200 mm. The lateral legs form two grid mats with a grid 50 × 50 mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2234L shows four identical grid mats forming a rhomboidal cross-section combined. The grid is 50 × 50 mm. The cross section is closed and forms its own filling room. The cross section is biaxially symmetrical.

Figure 2234R shows two flat grid mats and two semi-circularly curved grid mats combined into an oval cross-section. The flat grid mats with a 50 × 50 mm grid form the lateral legs. The curved lattice mats form the front side legs with a grid 50 × 200 mm. The front-side legs have thicker vertical bars than the lateral legs. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2240L shows four similar grid mats of different widths, which are combined into a rectangular cross-section. The grid is 50 × 50 mm. At each of the four corners is a rod as one of the grid mats connecting element arranged with a particularly thick cross-section. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical.

figure 2240R shows three similar grid mats of different width, which are combined to a triangular cross-section. The grid is 50 × 200 mm. At each of the three corners is a rod as one of the grid mats connecting element arranged with a particularly thick cross-section. The cross section at the top of the triangle is thicker than the others two bars. The cross section is closed and forms its own filling space. The cross section is uniaxially symmetrical.

figure 2242L shows two grid mats and two double rod mats attached to a rectangular cross section are combined. The frontal Legs form two double rod mats with a grid of 50 × 200 mm. The lateral legs form two grid mats with a grid 50 × 50 mm. The cross section is closed and forms its own filling space. The cross section is biaxially symmetrical. At the four corners is in each case a rod as an element connecting the grid mats with arranged particularly thick cross-section. The cross section is closed and forms its own filling room. The cross section is biaxially symmetrical.

2310-2334 = Posts made of metal profiles and combinations

The Figures 2310 to 2334 show posts wholly or partly made Consist of metal profiles. The metal profiles may include, for example, rolled sections, extrusion profiles, in particular aluminum, or molded sheet metal profiles. The Profiles are, for example, flat profiles, pipe profiles, angle profiles, in cross-section U-shaped or T-shaped or double T-shaped or S-shaped or Z-shaped educated. The metal profiles are preferably formed in one piece. Your cross section is preferred over the length consistently. The posts consist of one or more metal profiles. In a preferred design, the posts are along with others Components, in particular lattice mats, to a uniform post educated. The metal is preferably iron or steel.

2310-2312 = Posts made predominantly a metal profile

The Figures 2310 to 2312 show posts which are predominantly of a metal profile consist.

figure 2310a shows a section through a post made of a C-shaped profile cross-section. The cross section is uniaxially symmetrical.

figure 2310b shows a section through a post of a U-shaped profile cross-section. The cross section is uniaxially symmetrical.

figure 2310c shows a section through a post made of a double T-shaped profile cross-section. Of the Cross-section is biaxially symmetrical. This profile is used in steel construction referred to as double T-beam.

figure 2310d shows a section through a post from a rectangular Profile cross section as a rectangular tube. The cross section is biaxial symmetric.

figure 2310e shows a section through a post from a Z-shaped profile cross-section.

figure 2310f shows a section through a post from a circular profile cross-section as Round tube. The cross-section is four-axis and arbitrarily symmetrical.

The Figures 2312a-f show how an array of panels, for example Grid mats, at a pole and the connection between posts and Chalkboards can be formed.

figure 2312a shows an example of the attachment of panels to a post according to FIG. 2310a. Four plates are by means of threaded hooks and holes on the post with the post connected.

figure 2312b shows an example of the attachment of panels to a post according to FIG. 2310b. Four plates are by means of threaded hooks and holes on the post with the post connected.

figure 2312c shows an example of the attachment of panels to a post according to FIG. 2310c. Four plates are by means of threaded hooks and holes on the post with the post connected.

Figure 2312d shows an example of the attachment of panels to a post according to Figure 2310d. On the post is on both sides of a wire section, such as a grid mat, connected. The connection is made for example by welding. Four panels are by means of screw-clamp fasteners with the Wire sections of the post connected.

figure 2312e shows an example of the attachment of panels to a post according to FIG. 2310e. Four plates are by means of threaded hooks and holes on the post with the post connected.

figure 2312f shows an example of the attachment of panels to a post according to FIG. 2310f. At the post is for each panel to be fixed a wire section, such as a Grid mat, connected. The connection is for example by means of welding produced. Four panels are by means of screw-clamp fasteners on the wire sections of the pole.

2320-2324 = Post made of several metal profiles

The Figures 2320 to 2324 show posts made of several metal profiles are formed. The compounds of the metal profiles are preferred by welding produced.

figure 2320L shows a view and a section through a post two T-shaped profiles, which are connected by means of flat profile sections spaced. These Design of a post results in a ladder-like view. In cross section This post is double T-shaped. The cross section is biaxially symmetrical.

figure 2320R shows a view and a section through a post two rectangular profile tubes by means of flat profile sections spaced are connected. This design of a post results also a ladder-like view. The cross section is biaxial symmetric.

figure 2322L shows a view and a section through a post two double-T shaped Profiles connected by means of flat profile sections spaced are. This design of a post also results in a ladder-like View. The cross section is biaxially symmetrical.

figure 2322R shows a view and a section through a post two U-shaped profiles, which are connected by means of flat profile sections spaced. These Design of a post also gives a ladder-like view. The cross section is biaxially symmetrical.

The Figures 2324a-d show how an array of panels, for example Grid mats, at a pole and the connection between posts and Chalkboards can be formed.

figure 2324a shows an example of the attachment of panels to a post according to Figure 2322R. Angular formed Border areas of panels are in the U-shaped sections of the post arranged. By a filling with filling material and the interlocking shaping become the panels on the posts established.

figure 2324b shows an example of the attachment of panels to a post according to Figure 2320L. Four plates are by means of threaded hooks and holes on the post with the post connected.

figure 2324c shows an example of the attachment of panels to a post according to FIG. 2322L. Four plates are by means of threaded hooks and holes on the post with the post connected.

figure 2324d shows an example of the attachment of panels to a post according to Figure 2320R. At the post is for each panel to be fastened, a wire section or a hook-shaped component appropriate. The connection is made for example by welding. Four panels are by means of screw clamp fasteners fixed to the wire sections of the post or in the hook-shaped components hooked and thereby fixed to the post.

2330-2334 = Posts made of several metal profiles spatially or with grid mats combined

The Figures 2330 to 2334 show posts made of several metal profiles are formed or combined with grid mats. The connections of the Metal profiles are preferably made by welding. Several posts are spatial educated. Some of the posts have their own filling space for filling material on. The grid mats preferably have wire sections. The Panels of a wall according to the invention are preferably by means of screw-clamp fasteners with the wire sections connected and thereby fixed to the respective post.

figure 2330L shows a view, a side view and a section through a post of two U-shaped Profiles connected by means of flat profile sections spaced are. This design of a post results in a ladder-like view. Of the Cross-section is biaxially symmetrical. The post is spatially formed.

Figure 2330R shows a view, a side view and a section through a post of four T-shaped profiles, which are connected by means of flat profile sections spaced. This design of a post also gives a ladder-like view. At the front, the posts are each spaced by means of a grid mat connected. Through the grid mat, a filler after filling in the area of the post in the view can be seen. The grid mat holds by its 50 mm grid that sufficiently coarse-grained filling material reliably fixed in the filling space. The cross section is biaxially symmetrical. The post is spatially formed.

figure 2332L shows a view, a side view and a section through a post of two flat profiles, spaced by means of flat profile sections are connected. This design of a post results in a ladder-like View. In cross-section, this post is double T-shaped. Front side is with the post in each case a wire section, for example a Grid mat, connected. The connection is for example by means of welding produced. The cross section is biaxially symmetrical.

figure 2332R shows a view, a side view and a section through a post made of four square tube profiles, which are made by means of flat profile sections spaced are connected. This design of a post results also a ladder-like view. At the front are the posts each spaced by means of a grid mat connected. By the Lattice mat is a filler after filling also in the area of the post in the view to see. The grid mat Hold on Their 50 mm grid ensures that the sufficiently coarse-grained filling material is reliable filling space firmly. The cross section is biaxially symmetrical. The post is spatial educated.

figure 2334L shows a view, a side view and a section through a post made of two rectangular tube profiles, by means of double rod mats spaced are connected. The compounds are for example by welding produced. The post has its own filling space for filling material. The grid mats Due to their 50 mm grid, the sufficiently coarse-grained filling material reliably holds filling space firmly. In cross-section, this post is rectangular. The cross section is biaxial symmetrical.

figure 2334R shows a view, a side view and a section through a post made up of four angle profiles, which are made by means of lattice mats with a 50 × 50 grid mm are spaced apart in the direction of the post thickness. In the direction The post width are the angle profiles using double bar mats with a grid 50 × 200 mm spaced connected. The compounds are for example by means of welding produced. The double rod mats stand with their edge areas about the angle profiles. The post has its own filling space for filling material on. The lattice mats hold by their 50 mm grid that sufficient coarse-grained filling material reliable in the filling room firmly. In cross-section, this post is rectangular. The cross section is biaxially symmetrical. Due to the double rod mats is a filler after filling also in the area of the post in the view to see.

The shown compounds of the metal profiles are often by means of flat profile sections or grid mats formed. However, other metal profiles are also suitable for this purpose and their sections such as flat profiles, pipe profiles, Angle profiles, in cross-section U-shaped or T-shaped or Double-T-shaped or S-shaped or Z-shaped formed metal profiles.

1

wall

2

blackboard

2 '

blackboard

3

vertical edge

3 '

vertical edge

4

grid post

4a

Grid post assembly

4b

Grid post assembly

5

ground

6

concrete foundation

7

vertical bar

8th

vertical bar

9

vertical bar

10

final part

11

diagonal bar

12

Screw-terminal part

13

edge-side vertical bar

14

vertical bar

15

Horizontal bar

16

connecting part

17

node connection

18

flat iron

19

screw

20

upper clamping part

21

lower clamping part

22

formation

23

WeldingSpot

24

connection

25

Completion or complementary part

26

connecting part

28

Completion or complementary part

29

flap

30

additional staff

31

filling space

32

filling material

33

spacer

34

girder

35

post

36

pipe

37

grating part

38

U-profile

39

leg

40

grating part

41

double rod

42

vertical bar

Claims (24)

Wall ( 1 ) with at least two the two wall side forming panels ( 2 . 2 ' ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the longitudinal direction of the wall, wherein the panels ( 2 . 2 ' ) are spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), characterized in that at least one of the posts as lattice posts ( 4 ) is formed. Wall according to claim 1, characterized in that the lattice post in the transverse wall direction as a load or force unit Structure is formed. Wall according to claim 1 or 2, characterized in that the panels ( 2 . 2 ' ) and the posts carrying them ( 4 ) a wall filling basket with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) limit. Wall according to one of claims 1 to 3, characterized that at least one of the posts and / or the at least one stiffening component a lattice post or a lattice girder and in particular a wireframe post or a wire grid carrier is, with their wires in particular a wire diameter of 4 mm to 16 mm, in particular 5 mm to 14 mm and preferably 6 mm to 12 mm. Wall according to claim 4, characterized in that a wire grid post or a wire grid carrier of at least one or several flat or spatial made of the same or different semi-finished products is. Wall according to claim 5, characterized in that the semi-finished products are factory-made, in particular spot welded, Factory wire mesh mats or factory wire lattice girders are, with the semi-finished products preferably by machines continuously by means of continuous production or manufactured by piece production are. Wall according to one of claims 1 to 6, characterized in that at least one lattice post or a lattice girder with at least two wires ( 7 ) and at least one of the wires ( 7 Connecting Grid Post Spacers or Truss Spacers ( 11 . 16 ) is formed. A wall as claimed in claim 7, characterized in that the grid-post spacer or lattice-girder spacer connecting the wires comprises diagonal sections ( 11 ) and in particular is formed exclusively of diagonal sections. Wall according to one of claims 1 to 8, characterized in that the at least one lattice post or a lattice girder comprises at least one or more identical or different reinforcement parts which as one or more longitudinal sections and / or transverse sections and / or diagonal sections ( 11 ) are formed. Wall according to one of claims 1 to 9, characterized in that the connection of the semifinished product (s) and / or the reinforcing component (s) follows the factory production of semi-finished products by welding and / or clamping is. Wall according to one of claims 1 to 10, characterized at least one of the posts has a peripheral structure, the one post filling basket with a post loading space for filling material forms and at least a partial area the peripheral structure recesses for optically perceiving the im Pfostenfüllraum to be absorbed filling material having. Wall according to one of claims 1 to 11, characterized that the post in horizontal cross-section uniaxially symmetrical, in particular trapezoidal or triangular, or that the post is horizontal Cross-section biaxial symmetrical, in particular rectangular or hexagonal or diamond-shaped, is formed or that the post in the horizontal cross-section four-axis symmetrical, especially square or octagonal or round. Wall according to one of claims 1 to 12, characterized that the post in horizontal cross section in the direction of the longitudinal axis of the wall at least partially so narrow, in particular diamond-shaped, formed is that individual parts of a post filling material of two opposite Sections of the peripheral structure of the post are held. Wall according to one of claims 1 to 13, characterized in that at least two panels ( 2 . 2 ' ) and / or at least one post ( 4 ) and / or at least one stiffening component directly or indirectly in particular by screws and / or clamps and / or welding and / or a Verrastungseinrichtung, are interconnected. Wall according to one of claims 1 to 14, characterized that a panel and / or a post and / or a stiffening component and / or a screw clamp fastener and / or a panel spacer made of metal, in particular of iron, steel or stainless steel is or are. Pole of a wall ( 1 ) with at least two the two sides of the wall forming panels ( 2 . 2 ' ) and at least two posts ( 4 ), which are anchored on the bottom side and spaced apart in the longitudinal direction of the wall, wherein the panels ( 2 . 2 ' ) are spaced from each other, at least two sides of a Wandfüllkorbes with at least one Wandfüllraum ( 31 ) for filling material ( 32 ) and at the posts ( 4 ), characterized in that at least one post as a grid post ( 4 ) is formed. Post according to claim 16, characterized that the post a lattice post or a lattice girder and in particular a wire mesh post or a wire mesh support, with their wires in particular a wire diameter of 4 mm to 16 mm, in particular 5 mm to 14 mm and preferably 6 mm to 12 mm. Post according to claim 16 or 17, characterized that a wire mesh post or a wire grid carrier at least one or more flat or spatially shaped same or different Semi-finished products is produced. Post according to one of claims 16 to 18, characterized that the semi-finished products are factory-made, in particular spot welded, factory wire mesh mats or factory wire lattice girders are, wherein the semi-finished preferably by means of automatic continuously Continuous production or by piece production are made. Post according to one of claims 16 to 19, characterized in that at least one lattice post or a lattice girder with at least two wires ( 7 ) and at least one of the wires ( 7 Connecting Grid Post Spacers or Truss Spacers ( 11 . 16 ) is formed. A pole according to any one of claims 16 to 20, characterized in that the grid-post spacers or lattice-girder spacers connecting the wires have diagonal sections ( 11 ) and in particular is formed exclusively of diagonal sections. Post according to one of claims 16 to 21, characterized in that the at least one lattice post or a lattice girder comprises at least one or more equal or different reinforcing parts which as one or more longitudinal sections and / or transverse sections and / or diagonal sections ( 11 ) are formed. Post according to one of claims 16 to 22, characterized the connection of the semifinished product (s) and / or the reinforcing component (s) after the factory production of the semi-finished products by welding and / or Terminals is made. Post of a wall according to the invention, characterized that the post according to one or more of claims 1 to 35 is formed.