基本信息:
- 专利标题: 주경간 긴장수단을 이용한 일부 및 전부 타정식 사장교와 그 시공 방법
- 专利标题(英):Partially and fully earth-anchored cable-stayed bridge using main span prestressing appratus and construction method for the same
- 专利标题(中):部分和全面地使用主跨度预制装置的电缆桥式桥梁及其构造方法
- 申请号:KR1020100086197 申请日:2010-09-02
- 公开(公告)号:KR1020120023907A 公开(公告)日:2012-03-14
- 发明人: 노정휘 , 이상훈 , 박종헌 , 나임유후세인 , 멧카터 , 닐스제이짐싱
- 申请人: 지에스건설 주식회사 , 오베아룹코리아(주)
- 申请人地址: 서울특별시 종로구 종로 ** (청진동)
- 专利权人: 지에스건설 주식회사,오베아룹코리아(주)
- 当前专利权人: 지에스건설 주식회사,오베아룹코리아(주)
- 当前专利权人地址: 서울특별시 종로구 종로 ** (청진동)
- 代理人: 송세근
- 主分类号: E01D11/04
- IPC分类号: E01D11/04 ; E01D21/00
摘要:
PURPOSE: A partially and fully earth-anchored cable-stayed bridge using a main span prestressing unit and a construction method thereof are provided to efficiently generate tensile stress in deck segments installed in a middle span and to easily control the tensile stress. CONSTITUTION: A construction method of a partially and fully earth-anchored cable-stayed bridge using a main span prestressing unit is as follows. First and second main towers(111,112) separated in a bridge axis direction are installed. A first anchorage(113) is installed toward the outer side span of the first tower. A second anchorage(114) is installed toward the outer side span of the second tower. Stay cables(300) are extended from the first and second anchorages to a main span through the first and second main towers. Tensile stress is applied to first main span deck segments(130) by connecting the stay cables to the main span deck segments. First and second anchoring devices(410,420) are installed in the main span deck segments. A tension member(430) is installed between the first and second anchoring devices. When the main span deck segments are connected to each other in a bridge axis direction, the tension member is tensed. Side span segments(170) are installed from the first and second main towers.
摘要(中):
目的:提供一种使用主跨度预应力单元及其施工方法的部分全覆土锚固斜拉桥,以有效地在安装在中间跨度的甲板段中产生拉伸应力,并易于控制拉伸应力。 构成:使用主跨度预应力单元的部分全埋式斜拉桥施工方法如下。 安装沿桥轴方向分离的第一和第二主塔(111,112)。 第一锚固件(113)朝向第一塔架的外侧跨距安装。 第二锚固件(114)朝向第二塔架的外侧跨距安装。 将电缆(300)从第一和第二锚地延伸到通过第一和第二主塔的主跨度。 通过将支撑电缆连接到主跨度板段上,对第一主跨度板段(130)施加拉伸应力。 第一和第二锚固装置(410,420)安装在主跨板甲板段中。 张紧构件(430)安装在第一和第二锚定装置之间。 当主跨度板段在桥轴方向上彼此连接时,张紧构件被拉紧。 从第一和第二主塔安装侧跨段(170)。
公开/授权文献:
- KR101171039B1 주경간 긴장수단을 이용한 일부 및 전부 타정식 사장교와 그 시공 방법 公开/授权日:2012-08-06