Patent classifications
E01D19/04
STRUCTURAL BEARING
A structural bearing is provided having at least one sliding element made of a sliding material that contains at least one polymeric plastic, wherein the siding material has a melting point temperature of more than 210 C. and a modulus of elasticity in tension according to DIN ISO 527-2 of less than 1800 MPa.
BRIDGE
A bridge with a support structure supporting a deck section provided with at least one energy-converting device for converting kinetic energy into electrical energy. Having the energy-converting device at least partly positioned in or on a bridge bearing and/or the energy-converting device at least partly used as a bridge bearing at the same time, achieves the most efficient possible use of the kinetic energy of the bridge.
BRIDGE
A bridge with a support structure supporting a deck section provided with at least one energy-converting device for converting kinetic energy into electrical energy. Having the energy-converting device at least partly positioned in or on a bridge bearing and/or the energy-converting device at least partly used as a bridge bearing at the same time, achieves the most efficient possible use of the kinetic energy of the bridge.
FINGER JOINT WITH A BRIDGING COVER PLATE
Disclosed is a finger joint having a bridging cover plate, which enables a steel plate having a thickness much smaller than that of a conventional finger to be used and allows the vertical rotation of an upper bridge structure. The finger joint includes: a bridging cover plate installed on a first structure and supported to a second structure across a gap so as to support a load of a vehicle passing over the gap, and configured to allow relative movement between the first structure and the second structure in a direction in which the distance of the gap changes; a first finger unit connected to the bridging cover plate; and a second finger unit installed on the second structure so as to allow relative movement relative to the first finger unit in a direction in which the distance of the gap changes.
HIGH-DAMPING RUBBER ISOLATION BEARING, INTELLIGENT BEARING AND BEARING MONITORING SYSTEM
A high-damping rubber isolation bearing, an intelligent bearing and a bearing monitoring system are disclosed. The high-damping rubber isolation bearing comprises a top bearing plate, a bottom bearing plate, a high-damping rubber bearing body and a base plate, wherein at least one pressure sensing unit is arranged between the top bearing plate and the base plate, or between the bottom bearing plate and the base plate. The intelligent bearing includes a data acquisition unit, a data output unit and the high-damping rubber isolation bearing. The data acquisition unit transmits the bearing pressure measured by the at least one pressure sensing unit to the data output unit. The bearing monitoring system includes a data acquisition unit, a data output unit, a monitoring center and the high-damping rubber isolation bearing.
SLIDING BEARING FOR SUPPORTING CIVIL OR STRUCTURAL ENGINEERING WORKS
A sliding bearing, arranged for supporting civil or structural engineering works, such as for example bridges or buildings, seismically isolated or not, where the bearing comprises A) a base (3) and an upper support (5); B) a sliding element (7, 7) interposed between the base (3) and the upper support, and against which the base (3) and the upper support rest. The sliding element (7, 7) comprises at least one layer (11, 11, 11, 11.sup.III) made of a sliding material (9) comprising in turn B.1) a content by weight equal to or greater than 50% wt of one or more fluorinated polymers; B.2 a content by weight comprised between 1-20% wt of boron nitride in hexagonal form. The mechanical properties of the sliding material (9) for use as a structural bearing or an anti-seismic isolator, are less sensitive to a temperature and environmental humidity with respect to known sliding materials.
SLIDING BEARING FOR SUPPORTING CIVIL OR STRUCTURAL ENGINEERING WORKS
A sliding bearing, arranged for supporting civil or structural engineering works, such as for example bridges or buildings, seismically isolated or not, where the bearing comprises A) a base (3) and an upper support (5); B) a sliding element (7, 7) interposed between the base (3) and the upper support, and against which the base (3) and the upper support rest. The sliding element (7, 7) comprises at least one layer (11, 11, 11, 11.sup.III) made of a sliding material (9) comprising in turn B.1) a content by weight equal to or greater than 50% wt of one or more fluorinated polymers; B.2 a content by weight comprised between 1-20% wt of boron nitride in hexagonal form. The mechanical properties of the sliding material (9) for use as a structural bearing or an anti-seismic isolator, are less sensitive to a temperature and environmental humidity with respect to known sliding materials.
Mobile crossing structure
A movable and dynamic work after construction linking two points separated by a natural or man-made obstacle, allows the permanent crossing of this obstacle. The work includes a deformable apron (1) which extends between said two points. The work comprises a set of elongated elements (2, 3). An assembly of several pairs of elements (2, 3) is disposed along the apron (1). The work comprises drive means (8) disposed at one end or at both ends of said work for adjusting the apron (1) lengthwise. The drive means (8) are arranged so that, when the means (8) are actuated, they drive the assembly of the pairs of elements (2, 3), so as to bulge the central portion of the apron (1) when the means (8) are actuated.
Mobile crossing structure
A movable and dynamic work after construction linking two points separated by a natural or man-made obstacle, allows the permanent crossing of this obstacle. The work includes a deformable apron (1) which extends between said two points. The work comprises a set of elongated elements (2, 3). An assembly of several pairs of elements (2, 3) is disposed along the apron (1). The work comprises drive means (8) disposed at one end or at both ends of said work for adjusting the apron (1) lengthwise. The drive means (8) are arranged so that, when the means (8) are actuated, they drive the assembly of the pairs of elements (2, 3), so as to bulge the central portion of the apron (1) when the means (8) are actuated.
TELESCOPIC ACCESS BRIDGE, UNIT PROVIDED THEREWITH, AND METHOD THERE FOR
The present invention relates to a telescopic access bridge (2), a unit provided therewith, and method there for. The bridge comprises: a base unit (4); an elevating unit (8) having a first end with a first hinged connection to the base unit and a second end; a bridge (28) comprising a main bridge part (30) and a telescopic bridge part (32), the bridge having one end with a second hinged connection to the second end of the elevating unit.