FIELD: bridge building.
SUBSTANCE: device comprises metal fixers anchored by their ends in lower bridge structure part, and bridge piers. Fixers are located coaxially to support parts and formed as cantilever members symmetrically connected to lower bridge span part. Each cantilever member includes two parallel and transversal beams connected to ends of longitudinal beams and having length corresponding to distance of bridge span displacement in longitudinal direction. Vertical clamps with upper and lower rests are secured to bridge pier coaxially to fixers so that transversal beam of cantilever members is located inside clamp and spaced from inner clamp edges.
EFFECT: restriction of longitudinal beam movement in transversal and vertical directions along with provision of free movement thereof in longitudinal direction.
2 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
MOVEMENT JOINT | 2004 |
|
RU2241800C1 |
JOINT OF LONGITUDINAL GIRDERS | 0 |
|
SU1081265A1 |
METHOD FOR TRANSFER OF LONG-SPAN STEAM-AND-WATER MIXTURE DELIVERY PIPELINE OVER CANYON LOCATED IN SEISMICALLY ACTIVE ZONE | 2023 |
|
RU2815705C1 |
DEVICE TO ELIMINATE FLEXURE OF BRIDGE SPAN STRUCTURE CANTILEVER IN THE CASE OF CANTILEVERED BUILDING SPAN ASSEMBLAGE | 2006 |
|
RU2308563C1 |
BRIDGE BLOCK OF MULTI-SPAN BRIDGE AND DRIVE CARRIAGE (OPTIONS) | 1993 |
|
RU2057836C1 |
MONORAIL TRANSPORT SYSTEM RUNNING BEAM | 2003 |
|
RU2249518C2 |
STEEL-FERROCONCRETE BRIDGE SPAN STRUCTURE | 0 |
|
SU1276734A1 |
BRIDGE SPAN STRUCTURE | 0 |
|
SU1467131A1 |
BRIDGE-LAYING MACHINE | 1996 |
|
RU2102556C1 |
BRIDGE | 0 |
|
SU1033620A1 |
Authors
Dates
2004-12-10—Published
2004-01-29—Filed