Hydraulic and earth engineering – Underground passageway – e.g. – tunnel – Lining
Reexamination Certificate
2000-05-26
2003-03-25
Will, Thomas B. (Department: 3671)
Hydraulic and earth engineering
Underground passageway, e.g., tunnel
Lining
C405S288000, C405S302100, C052S167700, C248S644000, C248S562000, C248S351000, C248S636000
Reexamination Certificate
active
06536990
ABSTRACT:
TECHNICAL FIELD
The present invention relates to a device for supporting two constructional elements against each other that consists of at least one upset tube arranged between pressure transmitting plates located at its end sides.
BACKGROUND OF THE INVENTION
Dividing the tunnel lining into segments by means of contraction joints positioned parallel to the longitudinal axis of the tunnel is known as a method to manage significant deformations occurring during tunnel excavation in rock of unfavorable characteristics, upset elements inserted into said contraction joints representing a way to ensure adequate bearing capacity of the lining in spite of such contraction joints. The compression forces transmittable via such upset elements, however, must be limited in order to prevent overstressing of the lining. In order to achieve a sufficient resistance to upsetting over the required upsetting path, upset elements consisting of upset tubes inserted between two pressure transmitting plates arranged at the end sides thereof were are already used. In the case of axial loads exceeding the resistance to bulging of the upset tubes, said upset tubes develop ring-shaped bulges, the transmittable compression force decreasing until the walls of the developing ring-shaped fold support each other. Then the transmittable compression force increases until the next bulge, resulting in the next ring-shaped fold, develops, i.e. the process repeats itself. In order to reduce the comparably high load peak prior to the beginning of the bulging process, the initial resistance to upsetting of the upset tubes is reduced by drilling holes into a ring-shaped zone. Even though corresponding dimensioning of the upset tubes allows adaptation to the requirements prevailing from case to case, it would be desirable to improve the upsetting behavior of such upset elements, thus increasing the effective bearing capacity of the lining without having to accept overstressing of the lining, which can consist of sheeting of air-placed or site-mixed concrete, steel structures or tubbing. In this connection, it must also be taken into account that axisymmetrical load patterns, which lead to a further decrease in pressure, cannot be expected.
Upset elements of this type, however, are not only used for tunnel linings but can be used wherever two constructional elements must be supported against each other, defining an adequate resistance to upsetting along an upsetting path as this is, for example, required in the context of the mounting of vehicle bumpers.
SUMMARY OF THE INVENTION
It is thus the object of the present invention to design a device, using simple constructive means, for supporting two constructional elements of the type described above against each other in such a way that the decrease in pressure connected with the bulging of the upset tube is limited and the bearing capacity of the lining consequentially improved.
The invention solves this problem by coaxially arranging the upset tube, in order to limit inward and outward bulging, between two supporting tubes shorter than the upset tube, the external supporting tube enclosing the upset tube at a radial distance.
As the bulging process initiated upon a certain axial load acting on the upset tube can be interrupted by the external supporting tube before development of a ring-shaped fold with walls resting against each other, the decrease in transmittable compression forces caused by the bulging process can also be reduced, which yields a correspondingly higher resistance against deformation. Limitation of the bulging process by the external supporting tube, however, must not lead to inward bulging of the upset tube that reduces its bearing capacity, and therefore inward bulging must be prevented by an internal supporting tube. The radial distance between the internal supporting tube and the upset tube must therefore be kept small. The radial distance between the internal supporting tube and the upset tube must therefore be kept small. The radial distance between the supporting tube and the external upset tube determines the extent of possible outward bulging of the upset tube. The upsetting behavior of the supporting tube can therefore easily be adjusted by varying the ring-shaped gap between the upset tube and the external supporting tube. Limiting the bulging of the upset tube by means of the supporting tubes additionally enforces largely symmetrical bulging patterns, which means that an improved resistance to bulging is also achieved as far as unsymmetrical loads acting on the upset tube are concerned. The length of the upset tube must, of course, exceed the length of the supporting tubes by the required upsetting path.
If no constructive measures are taken in order to define the location of the first bulge developing in the upset tube, the bulge can be expected to form in the area of one of the end sides of the upset tube. Therefore, it is recommendable to divide each of the two supporting tubes into two tube sections of which each is connected with one of the pressure transmitting plates, thus ensuring that the supporting tubes cover the area where the bulge develops regardless of the pressure transmitting plate where bulging initially occurs. I order to define the location of bulging and to reduce the load peaks prior to bulging, it is possible to include in the upset tube a ring section characterized by a smaller resistance to bulging. Said smaller resistance to bulging can be achieved by reducing the cross section by drilling holes into the upset tube or by inclusion of a ring-shaped pre-bulged section.
The bulging behavior can additionally be influenced by filling the ring-shaped spaces between the upset tube and the external supporting tube, on the one hand, and between the upset tube and the internal supporting tube, on the other, with a material consisting, for example, of sand or plastic foam.
Step-by-step reduction, depending on the upset path, of the decrease in transmittable compression forces connected with the bulging process can, finally, be achieved by enclosing the external supporting tube with one or more further supporting tubes arranged coaxially at a radial distance in such a way that the length of the supporting tubes decreases as their radius increases. After consumption of the upsetting path determined by the difference in length between the upset tube and the neighboring external supporting tube, said external supporting tube, now clamped between the pressure transmitting plates, performs the function of an upset tube itself, its bulging behavior being determined by another supporting tube in analogy to the process described above. Thus the resistance to bulging of the upset element increases according to a pre-defined upsetting path, which can, for example, be useful in connection with concrete linings where an increase in bearing capacity resulting from the hardening of concrete is to be taken into account.
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Moritz Bernd
Schubert Wulf
Pechhold Alexandra K.
Will Thomas B.
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