Patent Grant
9010061
This application claims the priority of German Patent Application, Serial No. 10 2012 108 471.8, filed Sep. 11, 2012, pursuant to 35 U.S.C. 119(a)-(d), the disclosure of which is incorporated herein by reference in its entirety as if fully set forth herein.
The present invention relates to a lattice girder for tunnel construction.
The following discussion of related art is provided to assist the reader in understanding the advantages of the invention, and is not to be construed as an admission that this related art is prior art to this invention.
Arches that are formed during tunnel advancement must be supported with the aid of support trusses that are shaped to suit the excavation geometry. During subsequent lining with shotcrete, the individual support trusses are surrounded by concrete. The use of metallic lattice girders as frameworks has proven useful as opposed to the use of solid profiles for the support truss. Lattice girders save material and weight while exhibiting no unconsolidated areas or voids as opposed to solid wall profiles which encounter spray shadows. The individual lattice girders are assembled on site to form juxtaposed lattice arches in circumferential direction of the excavation. The shotcrete lining is homogenous due to the open structure of the lattice arch. The various lattice girders provide high bonding quality with the shotcrete lining and reliable level of support in tunneling.
It would be desirable and advantageous to provide an improved lattice girder which obviates prior art shortcomings and which can be constructed for simple connection with further lattice girders so as to enable easy storage, transport and stacking capability of several lattice girders.
According to one aspect of the present invention, a lattice girder for support of a tunnel structure includes coupling elements arranged on ends of the lattice girder, each coupling element having two sheet-metal strips having each an end which is formed with a loop, two lower bars and an upper bar extending in a longitudinal direction of the lattice girder between the coupling elements and defining corners of a triangle in cross section, a framework made of single braces to connect the lower bars with the upper bar, and connectors received in the loops of the sheet-metal strips.
A lattice girder according to the present invention has many advantages. Apart from easy storage and transport, the initial flat configuration of the coupling elements in the form of sheet-metal strips in combination with the terminal loops results in outer dimensions at the ends of the lattice girder that make possible a stacking of the lattice girder into the open area of a further lattice girder. The stacking capability improves storage and effective use of available transport space, e.g. of a truck, so that at least twice as many lattice girders can be stacked compared to conventional lattice girders. As a result, storage and shipment costs for lattice girders according to the invention are significantly reduced.
The absence of any angle pieces as couplers promotes stacking capability because there are no webs that extend at a right angle to the bars and would immediately contact the lower bars of a neighboring truss when the lattice girders are stacked. The flat configuration of the sheet-metal strips upon the bars results is a significant reduction of the outer dimensions of the coupling elements. Also the presence of the terminal loops in the region of the upper bar and the lower bars provide sufficient clearance there between to enable entry of the lower bars of a neighboring lattice girder. Overall, stacked lattice girders nest within one another significantly deeper so that the number of lattice girders that can be stacked can be greatly increased.
The upper bar and the lower bars may have different cross sectional shape, e.g. square, rectangular, oval, or combinations thereof. Currently preferred are round shapes to simplify manufacture. The outer surface area of the various bars may also be textured, as is known in connection with e.g. ribbed or profiled reinforced steel. As a result, the bonding effect of the lattice girder with surrounding concrete is improved.
The loops may be formed by sleeves which are joined with the sheet-metal strip. The length of the loops can basically be sized to suit the width of the sheet-metal strips in longitudinal direction of the lattice girder. Of course, the length of the loops in relation to the width of the sheet-metal strips may also be less so that for example the head of a connector, inserted into the loop, ends flush with the sheet-metal strip.
According to another advantageous feature of the present invention, the sheet-metal strips have each an end portion which can be bent to form the loop. Bending of the end portions of the sheet-metal strips is easy to implement and eliminates the need for any joining processes of the sheet-metal elements with sleeves. Furthermore, the position of the loops is determined solely by the bending process. Thus, besides their position, also their inside diameter for receiving the connectors can be easily defined, without requiring the availability of a number of differently sized sleeves.
According to another advantageous feature of the present invention, the sheet-metal strips can have bevels arranged advantageously in a region of the loops. As a result of the bevels of the sheet-metal strips, the position of the loop can be adjusted in relation to the bars. Besides a widest possible distancing of the loops to the bars, the bevels may also be configured so as to be in close proximity to one of the bars or the sheet-metal strip. The bevel can also be configured so as to provide a line contact of the respective sheet-metal strip with the upper bar and/or the lower bars, with an appropriate welded connection being applied in the respective region.
Without changing the position of the loops in relation to the bars, the presence of the bevels allows adjustment of the respective position to the sheet-metal strip respectively extending between the upper bar and one of the lower bars so as to be able to create a greatest possible clearance for stacking a further lattice girder.
With respect to the position of the loops in the region of the upper bar, it may be advantageous to terminate the loops flush with the upper bar. For that purpose, the two lower bars span an imaginary base plane there between, with the loops of one of the coupling elements in a region of the upper bar and the upper bar being aligned to extend along a plane in parallel relationship to the base plane. This configuration is beneficial in terms of the realization of a support surface which provides the individual lattice girder with sufficient stability when placed on subsoil and minimizes the risk of tilting.
From a static viewpoint, any compressive and tensile forces to be transmitted between the upper bars of two interconnected lattice girders can be better absorbed as the upper bars and the connectors lie substantially on a same line of action. By reducing or even eliminating unnecessary lever arms, the presence of unwanted bending moments in the coupling elements is avoided so that the required material thickness can be reduced to a minimum.
Even though the various sheet-metal strips can be arranged on an inner side of the lower bars, it is currently preferred to secure the sheet-metal strips to the lower bars at their outer sides which face away from one another. As a result, a substantial straight-lined connection of the sheet-metal strips between the upper bar and the respective lower bars is realized, with the necessary loops being arranged in a region next to the two lower bars. This also achieves a greatest possible opening width between opposing sheet-metal strips of a coupling element. This is beneficial in terms of receiving a further lattice girder during stacking.
According to another advantageous feature of the present invention, the framework can have a cross-tie arranged between two of the braces extending from the upper bar to each of the lower bars. The respective cross-tie extends between two braces advantageously at a distance to the upper bar and a respective distance to the lower bars. As a result, the cross-ties are advantageously separated from the various bars so that the triangular pattern formed in cross section by the lattice girder is made smaller. This is realized by shifting the individual cross-ties as base of the triangle away from the lower bars and thus towards the upper bar. This generates a clearance between the lower bars up to below the cross-ties. The cross section of the lattice girder formed by the framework braces and the cross-ties thus corresponds substantially to the shape of an A. Advantageously, the distance to the upper bar and the distance to the lower bars have a ratio of 1:2 to 1:6 in relation to one another. The arrangement of the cross-ties within the stated range results in an efficient ratio of the bending stiffness of the framework braces as realized by the cross-ties in relation to the gained clearance between the lower bars.
When stacking the lattice girders for transport or storage, the upper bar of the lattice girders and part of the braces of the frameworks descend into the created clearance to thereby decrease stacking height. The legs of the lattice girders, formed by the braces, are further stiffened by the cross-ties. The remaining unsupported lever arm of the braces is defined hereby by the position of the cross-ties between the upper bar and the lower bars.
When arranging several cross-ties on the lattice girder, the cross-ties may be identical or of different configuration. Besides a straight configuration, the single cross-tie may also be bent or beveled or have various structures or sudden changes in cross section. Currently preferred is a curved configuration of the cross-tie, in particular when the curved cross-tie is opened towards the lower bars.
As a result, joining sites of the cross-tie with the braces are realized in close proximity to the lower bars whereas the midsection of the cross-tie is shifted as far as possible to the upper bar. Despite the thus-attained sufficient stiffening of interconnected braces, there is still a sufficiently large clearance between the legs of the lattice girder as formed by the braces in order to enable a deep nesting of a further lattice girder between the legs. This improves stacking capability of several lattice girders as the number of stacked lattice girders can be increased while maintaining the same height. Transport is thus more efficient because more lattice girders can be transported to their destination site.
With respect to the position of the cross-tie within the lattice girder, it is advantageous when the cross-tie is arranged in spaced-apart relationship to the base plane such that a distance between the braces below the cross-tie corresponds in relation to the base plane to a maximum outer width between two of the loops in a region of the upper bar. This ensures that the maximum attainable stacking depth of nested lattice girders can be realized, without interference as a result of the position of the cross-ties. The outer width defined by the position of the loops in the region of the upper bar establishes hereby a constraint which limits the insertion of a stacked lattice girder into the adjacent lattice girder. Advantageously, the cross-ties are arranged such that the loops contact both the braces and the cross-tie in the region of the upper bar.
Advantageously, the lattice girder in the shotcrete lining is made of metal. The lower bars and the upper bar are welded with the frameworks that connect the bars, in particular welded with the braces. Opposing braces in transverse direction of the lattice girder may also be connected by welding with the cross-ties that connect them. Advantageously, welding involves resistance spot welding.
A lattice girder according to the present invention can be stored and transported efficiently and requires in terms of static properties only little material use. The configuration of the coupling elements in accordance with the present invention in the form of two sheet-metal strips enables easy nesting of several lattice girders without obstructions. The coupling elements may also be used for providing accurate positioning of a lattice girder stacked in another lattice girder.
The terminal loops can easily be realized by bending end portions of the sheet-metal strips. The length of the loops and the flat disposition of the sheet-metal strips upon the various bars to which they are joined improves the capability to absorb bending moments in the butt area of the lattice girders.
Other features and advantages of the present invention will be more readily apparent upon reading the following description of currently preferred exemplified embodiments of the invention with reference to the accompanying drawing, in which:
Throughout all the figures, same or corresponding elements may generally be indicated by same reference numerals. These depicted embodiments are to be understood as illustrative of the invention and not as limiting in any way. It should also be understood that the figures are not necessarily to scale and that the embodiments are sometimes illustrated by graphic symbols, phantom lines, diagrammatic representations and fragmentary views. In certain instances, details which are not necessary for an understanding of the present invention or which render other details difficult to perceive may have been omitted.
Turning now to the drawing, and in particular to
The free ends of the two lattice girders 1 in opposite relationship to the coupling site depicted in
Each of the lattice girders 1 is provided at its ends 2, 3 with coupling elements 4 via which the lattice girders 1 are connected to one another. Bars in the form of two lower bars 5a, 5b and an upper bar 6 extend in longitudinal direction of the lattice girders 1 between the terminal coupling elements 4 of the lattice girders 1. The lower bars 5a, 5b and the upper bar 6 jointly form in cross section of the lattice girder 1 the corner points of a triangle.
In order to secure the various bars 5a, 5b, 6 in relation to one another at a spaced apart relationship, the lower bars 5a, 5b are connected by at least one framework 7 with the upper bar 6. The framework 7 includes four braces 8a, 8b, 8c, 8d which extend in pairs from the upper bar 6 to the two lower bars 5a, 5b, with the various braces 8a, 8b, 8c, 8d being differently inclined in relation to one another. As a result, a V-formation is established which extends from the upper bar 6 to the two lower bars 5a, 5b.
The braces 8a, 8b, 8c, 8d are combined in two pairs which have each the shape of a simple single-piece bracket, generally designated by reference numerals 9a, 9b, respectively. The brackets 9a, 9b are each formed from a single bar having a bend 10 in midsection to thereby define the respective braces 8a, 8b, 8c, 8d. At their ends, the braces 8a, 8b, 8c, 8d have terminal angled portions 11 configured to extend in parallel relation to the longitudinal direction of the lower bars 5a, 5b.
The framework 7 is secured to the upper bar 6 via the bend 10 of the brackets 9a, 9b while the free ends of the braces 8a, 8b, 8c, 8d rest with their terminal angled portions 11 upon the periphery of the lower bars 5a, 5b. The framework 7 is joined in a manner not shown in detail at the contact zones with the lower bars 5a, 5b and the upper bar 6.
The thus confronting brackets 9a, 9b of the framework(s) 7 are further interconnected by cross-ties 12. The cross-ties 12 extend between the respective braces 8a, 8b, 8c, 8d of the brackets 9a, 9b and are joined thereto in a manner not shown in detail. The cross-ties 12 are hereby spaced at a distance to the lower bars 5a, 5b and to the upper bar 6. The distance of the cross-ties 12 in particular to the lower bars 5a, 5b provides a compromise between static load-carrying capability and maximum clearance to enable an effective stacking capability of several lattice girders 1.
Although not shown in detail, the stacking capability is implemented by placing the respective upper bar 6 of the lattice girders 1 between the lower bars 5a, 5b of a further lattice girder 1. The further the various lattice girders 1 can be nested within one another, the greater the number thereof while the stacking height remains the same.
As can be clearly seen from
To couple adjacent lattice girders 1, the sheet-metal strips 13 have each at their ends loops 14 for receiving connectors 15. In the non-limiting example of
The connectors 15 may be realized in the form of bolts with respective nuts for detachable securement in the loops 14.
As shown in
In the non-limiting example of the coupling elements 4a in
The two lower bars 5a, 5b span a base plane A there between which extends through the respective center of the two lower bars 5a, 5b. The loops 14a of the coupling element 4a lying in the region of the upper bar 6 are hereby positioned together with the upper bar 6 with their periphery upon a common plane B which extends in parallel relation to the base plane A.
Depending on the used material thickness of the sheet-metal strips 13b, a simple bending of the end portions 18a, 18b of the sheet-metal strips 13 may be sufficient to produce sufficiently firm loops 14b. In addition, the end of the end portions 18a, 18b which extend in close proximity to the outer sides 17 of the sheet-metal strips 13b may be joined a manner not shown in detail with the sheet-metal strips 13b.
As a result of such a configuration, as shown in
By suitably selecting the position at which the bending of the end portions 18a commences in the region of the lower bars 5a, 5b, the height position of the loops 14b can be adjusted in relation to the base plane A. In the non-limiting example of
The wider center distance between the loops 14c in the region of the lower bars 5a, 5b is compensated in the region of the upper bar 6, despite the presence of the bevels 19b of the sheet-metal strip 13c, by shifting the alignment of the sheet-metal strips 13c in the region of the upper bar 6 closer to one another. As a result, the sheet-metal strips 13c abut in the region of their bevels 19b against the periphery of the upper bar 6, with the bent end portions 18b buckling towards the outer sides of the sheet-metal strips 13c due to the bevels 19b. In this configuration, the loops 14c no longer rest in the region of the upper bar 6 on the same plane B as the upper bar 6. Rather, the loops 14c are shifted in the region of the upper bar 6 inwards closer to the base plane A.
Optionally, the bent end portions 18a, 18b are joined in the contact area of their free ends upon the outer side 17 of the sheet-metal strip 13c in a manner not shown in detail.
Referring now to
As shown in particular in
The configuration of the coupling element 4d results in a further widening between the opposing loops 4d of the two sheet-metal strips 13d. In addition, the respective end portions 18a, 18b of the sheet-metal strips 13d are bent to such an extent that their free ends impact a section between the end portions 18a, 18b and the respective bevels 19a, 19b. The free ends rest hereby obtusely upon these regions. Optionally, the sheet-metal strips 13d may be joined in a manner not shown in detail.
In addition, the end portions 18b of the sheet-metal strips 13e are bent reversed in direction in the region of the upper bar 6 in comparison to the configuration in
As further shown in
With respect to the straight configuration of a cross-tie 12, the cross-tie 12 is advantageously distanced from the base plane B such that a distance between the braces 8a, 8b, 8c, 8d below the cross-tie from the base plane A corresponds maximally to an outer width between two loops 14, 14a-14e in the region of the upper bar 6.
While the invention has been illustrated and described in connection with currently preferred embodiments shown and described in detail, it is not intended to be limited to the details shown since various modifications and structural changes may be made without departing in any way from the spirit and scope of the present invention. The embodiments were chosen and described in order to explain the principles of the invention and practical application to thereby enable a person skilled in the art to best utilize the invention and various embodiments with various modifications as are suited to the particular use contemplated.
What is claimed as new and desired to be protected by Letters Patent is set forth in the appended claims and includes equivalents of the elements recited therein:
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