基本信息:
- 专利标题： 텐던과 연결지지대를 이용한 라멘교 시공방법
- 专利标题（英）：The rahmen bridge construction technique for which tendon and the connection support stand was used
- 专利标题（中）：用于T龙和连接支持站的RAHMEN BRIDGE构造技术已被使用
- 申请号：KR1020110037599 申请日：2011-04-22
- 公开(公告)号：KR1020120065218A 公开(公告)日：2012-06-20
- 发明人： 이하란
- 申请人： 이하란
- 申请人地址： 경기도 성남시 분당구 구미로 ** , ***동 ****호(구미동, 무지개마을)
- 专利权人： 이하란
- 当前专利权人： 이하란
- 当前专利权人地址： 경기도 성남시 분당구 구미로 ** , ***동 ****호(구미동, 무지개마을)
- 代理人： 주종호
- 优先权： KR1020100126092 2010-12-10
- 主分类号： E01D2/00
- IPC分类号： E01D2/00 ; E01D21/00 ; E01D101/28
摘要：
PURPOSE: A construction method of a rahmen bridge using a tendon and a connection support is provided to effectively reduce stress applied to a girder after construction by maximizing pre-stress applied to the girder. CONSTITUTION: A construction method of a rahmen bridge using a tendon and a connection support is as follows. A steel girder(320) is manufactured by installing connection anchorages and connection supports(310) on a steel beam(300). Concrete abutments(170) where the steel girder is to be installed are formed. Steel walls are formed on the top ends of the abutments. Hydraulic jacks are inserted between the connection supports of the steel girder and the steel walls. Pre-loads are loaded on the hydraulic jacks. Shim plates(340) are inserted between the connection supports of the steel girder and the steel walls. Tendons(150) are inserted between the connection anchorages of the steel girder and the steel walls and are tensed. A slab(200) is formed by placing concrete on the steel girder and the steel walls.
摘要（中）：
目的：提供使用腱和连接支撑的拉姆门桥的施工方法，以通过最大限度地施加到梁上的预应力来有效地减少施工后施加到大梁的应力。 规定：使用腱和连接支撑的拉姆门桥的施工方法如下。 通过将连接锚固件和连接支撑件（310）安装在钢梁（300）上来制造钢梁（320）。 形成要安装钢梁的混凝土基台（170）。 钢壁形成在基台的顶端。 液压千斤顶插入钢梁的连接支架和钢墙之间。 预装载装在液压千斤顶上。 垫板（340）插入在钢梁的连接支撑件和钢壁之间。 腱（150）插入钢梁和钢墙的连接锚点之间，并被拉紧。 通过将混凝土放置在钢梁和钢墙上形成板坯（200）。
公开/授权文献:
- KR101170922B1 텐던과 연결지지대를 이용한 라멘교 시공방법 公开/授权日：2012-08-03
信息查询:
EspacenetIPC结构图谱:
| E | 固定建筑物 |
| --E01 | 道路、铁路或桥梁的建筑 |
| ----E01D | 桥梁 |
| ------E01D2/00 | 以支撑桥跨结构截面为特征的桥梁 |