The invention relates to a component for spatial grid supporting structures comprising filler material, especially for retaining walls or noise abatement walls, with the following features:
Components of this type are common in the prior art. In the effort to use these structures for exposed retaining walls and/or noise abatement walls which are more highly stressed due to soil pressure for one thing, however there has been the necessity of undesirably large dimensions and material costs. With respect to this and other aspects, among others also aspects of aesthetic configuration of large-area wall fronts, versatility also in hydraulic construction and saving of resources and durability, and efficient manufacturing capacity, the object of this invention is to devise components which enable progress with respect to at least one of these criteria.
The object is achieved by the present invention by providing a component for a spatial grid supporting system which is made in one piece or is composed of several parts, with at least one longitudinal member which is on the front with respect to the installation position and which extends essentially along the front of the support structure, and with at least one cross member which extends at an angle, especially essentially at a right angle, to the front of the longitudinal member. The longitudinal member has at least in sections a polygonal, especially rectangular, cross section which is bordered by at least essentially or at least in sections planar longitudinal surfaces and which is elongated in the normal direction to a frame plane which is determined by the longitudinal and cross members.
The disclosure of this invention also comprises certain developments of the immediate subject matter of the invention which is defined in the claims. These developments are determined by the features of the dependent claims and have significant technical and inventive importance. Their features are however not absolutely necessary for advanced implementation of the immediate subject matter of the invention, but enable new optimization possibilities of it.
Inventive features and important advantages are explained with reference to the embodiments which are shown schematically in the drawings, in which:
In this version it is important that the front surface (OF) and the rear surface (OR) of the longitudinal member (LTF) with one another form an angle between 2° and 15° which is open to the bottom with respect to the installation position. Preferably, furthermore the front surface (OF) of the longitudinal member (LTF) at least in sections is tilted ascending toward the frame interior with respect to the normal direction (N) of the frame, at an angle between 2° and 15°.
The special properties of these configuration features are the following:
The front longitudinal members can form a closed outside wall surface, as is required for example for walls along a water course or for wharf walls. The front surfaces of the individual components have a slight gradient forward. In this way these surfaces are more strongly exposed to rain and are kept free of dirt. The front slabs of the components which are thicker to the bottom on the outer lower edge can form a drain projection so that rainwater does not penetrate into the interior of the space grid. In certain cases, for example with sufficient interior drainage, it can be desirable conversely to allow rainwater to drip, not onto the underlying front elements, but to drain it into the interior of the space grid; this leads to less fouling. The top edges of the front longitudinal members have a certain spacing, for example from 2 to 10 cm, from the top edges of the pertinent cross members which lie on top of one another in a tiered arrangement. Moreover, the front longitudinal members in cross section are slightly beveled on their frame inside in order to guide the component which is to be placed at the time into the correct position. Furthermore, in this way during storage and transport the danger of damage to the visible surfaces on their lower edges is reduced. Therefore the lower edges of the front longitudinal members have a distance of for example 3 to 11 cm which is greater with respect to the aforementioned top edge spacing from the lower edges of the pertinent cross members. In this way, between the front longitudinal members of the tiers on top of one another there is a horizontal gap of for example 0.5 to 1 cm thickness, while the pertinent cross members lie on one another. This ensures that high vertical loads are transferred only between the surface sections of the cross members, which sections lie on top of one another, but not via the fracture-sensitive and aesthetically relevant edges of the front longitudinal members.
Furthermore, a flange section (FA) which projects on the frame-inside surface of the front longitudinal member and which enables significant strengthening and stiffening of this member or major material savings acquires special importance.
Outstanding results with the components as claimed in the invention result from use in structures with a material-filled space grid support structure and with talus, slope or filler material on its rear, as are considered especially for retaining walls and/or noise abatement walls. One such structure with a host of components (BE) which are located on top of one another and which are made here for example with a closed one-piece frame is shown in
The wedge vertex (KS) of the longitudinal member (LTR) pointed down forms an angle (w) of at most approximately 90°, especially of at most approximately 65°. The profile surface (F1) facing the frame interior of the component with the top surface (F3) of the longitudinal member (LTR) which is flat at least in sections forms an angle (x) of at most approximately 88° measured beyond the wedge cross section, especially of at most approximately 80°. Optionally here angular values of at most approximately 50°, especially at most approximately 40° are considered
Furthermore, the profile surface (F1) facing the frame interior of the component abuts the top surface (F3) of the longitudinal member (LTR) which is flat at least in sections and thus forms then inside edge (KI) of the component frame. Furthermore, it has proven especially effective if the profile surface (F2) facing the frame exterior of the component with the top surface (F3) of the longitudinal member (LTR) which is flat at least in sections forms an angle (y) of at most approximately 45° measured beyond the wedge cross section, especially of at most approximately 40°. This applies especially if the profile surface (F4) of the longitudinal member (LTR) facing the frame exterior of the component with the top surface of the longitudinal member which is flat at least in sections forms an angle (z) of at most approximately 88° measured beyond the wedge cross section, especially of at most approximately 80°.
A configuration has repeatedly proven itself advantageous in which the profile surface (F4) of the longitudinal member (LTR) facing the frame exterior abuts the top surface of the longitudinal member which is flat at least in sections and forms at least one outside edge (KA) of the component frame.
The configuration as claimed in the invention in an advantageously simple manner allows optimization of the reinforcing position for components consisting of reinforced concrete. To do this, a reinforcing rod (A1) which runs in the lengthwise direction of the member can be located within the cross sectional angle (z) on the outside edge (KA) of the component, which edge is formed by the abutting of the profile surface (F4) of the longitudinal member (LTR), which surface faces the frame exterior, and the top surface (F3) of the longitudinal member which is flat at least in sections.
Therefore
In structures with material-filled space grid support structure and with talus, slope or filler material on its rear, as are considered especially for retaining walls and/or noise abatement walls, longitudinal members (LTR) of the type shown here can be located with their wedge-shaped cross sectional areas (KQ) on the back of the space grid support structure and in the area of the talus, slope or filler material which is located there.
With one of the cited features or especially a combination of several of them, in conjunction with a trapezoidal cross sectional configuration of the longitudinal member the following advanced effects can also be achieved:
The comparatively long diagonal of the cross section of the longitudinal member is especially efficient in static terms because the soil pressure acting from the hillside can be accommodated with a higher resistance moment, also due to the reinforcing rods which lie comparatively far apart.
The side surfaces of the longitudinal member profile which run together at an acute angle allow easy removal of the forms from a frame body which has been produced from concrete. The oblique position of the side surfaces and mainly the comparatively strong oblique location of the bottom surface of the wedge-shaped or trapezoidal profile promotes filling of the space grid wall with soil or bulk material, at least largely free of cavities.
In the tiered arrangement as shown in
Overall it goes without saying that instead of the closed frame body shown in the examples, also open, for example stirrup-shaped frame bodies can be made and used as claimed in the invention.
It furthermore goes without saying that at least one of the members provided in the component as claimed in the invention can have a cross sectional profile with at least one curved section. As a result the basic function of the polygonal, especially trapezoidal or triangular profiles used or configured as claimed in the invention is not disturbed. On the other hand, in this way useful effects can be achieved, for example with respect to easier removal of forms from the concrete elements. In
Number | Date | Country | Kind |
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100 49 136 | Oct 2000 | DE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/EP01/11433 | 10/4/2001 | WO | 00 | 9/24/2003 |
Publishing Document | Publishing Date | Country | Kind |
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WO02/31286 | 4/18/2002 | WO | A |
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20040074193 A1 | Apr 2004 | US |