发明名称 TENTION TYPED CABLE-STAYED BRIDGE CONSTRUCTION METHOD
摘要 PURPOSE: A construction method of a tension type single span cable-stayed bridge is provided to cost-efficiently construct a cable-stayed bridge by changing compressive force applied to a girder into tensile force. CONSTITUTION: A construction method of a tension type single span cable-stayed bridge is as follows. First deck segments are installed to be directly supported to two towers(110) separated from each other using inclined cables. Multiple deck segments are consecutively installed on the first deck segments using additional inclined cables. When the deck segments to be connected to each other are adjacent to each other, jacks(200) are installed between the towers and the first deck segments. Key segments(400) are arranged between the deck segments to be connected to each other, and the installed jacks are powered to continuously connect the deck segments to each other. Tensile force is applied to the connected deck segments. [Reference numerals] (AA) First step; (BB) Second step; (CC) Third step; (DD) Fourth step
申请公布号 KR20130003868(A) 申请公布日期 2013.01.09
申请号 KR20110065482 申请日期 2011.07.01
申请人 GS ENGINEERING & CONSTRUCTION CORP. 发明人 NOH, JUNG HWI;LEE, SANG HOON;PARK, JONG HEON;LEE, JAE HYUNG;CHO, JAE YOUNG;KIM, BYOUNG TAK;KIM, JAE BUM;KIM, DO HAK
分类号 E01D11/04;E01D21/00 主分类号 E01D11/04
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