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PSC BRIDGE PIER ASSEMBLED WITH PRECAST CONCRETE SEGMENTS HAVING STEEL DUCT AND STEEL PIPE, AND CONSTRUCTING METHOD THEREOF
PSC BRIDGE PIER ASSEMBLED WITH PRECAST CONCRETE SEGMENTS HAVING STEEL DUCT AND STEEL PIPE, AND CONSTRUCTING METHOD THEREOF
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机译:装有钢管和钢管的预浇筑混凝土段的PSC桥墩及其构造方法
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摘要
A construction method of a PSC bridge assembled with precast concrete segments having a steel duct and a steel pipe is provided to prevent a rise in construction expenses by installing shear connectors to a pier foundation and a segment using a partially short steel duct and installing connecting sockets to a segment and a coping part using a partially short steel duct, to connect a segment and a pier foundation easily, to prevent shear failure of a joint, and to improve constructability by inserting a steel pipe for supporting a steel wire between a steel wire and a sheath pipe and keeping a steel wire upright by a steel pipe for supporting a steel wire. A construction method of a PSC bridge assembled with precast concrete segments having a steel duct and a steel pipe comprises the steps of: constructing a pier foundation(110) on the surface of the earth to make plural sheath pipes for foundation, steel wires extended as much as the length of a pier and inserted to the sheath pipes for foundation, and plural shear connectors for shear connection penetrated with the steel wires to be projected to the top; inserting a steel pipe for supporting a steel wire between the sheath pipe for foundation and the steel wire inserted to the pier foundation; piling the pre-manufactured segment(120) on the top of the pier foundation, putting a rubber pad for balance on a retreated groove for a segment of the pier foundation and coupling a connecting socket of the segment with the shear connector of the pier foundation; piling the pre-manufactured segment on the top of the segment piled on the pier foundation in order to the planned height, and coupling a connecting socket with a shear connector; placing a coping part(130) on the top of the uppermost segment or piling the precast product on the top of the uppermost segment, and coupling a shear connector with a connecting socket; and pulling out the steel pipe for supporting a steel wire, and tensing and anchoring the steel wire.
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