发明申请
US20070079732A1 Non-magnetic concrete structure a sidewall for a guideway and a method for installing such a sidewall for the guideway
有权
非磁性混凝土结构用于导轨的侧壁和用于安装用于导轨的侧壁的方法
- 专利标题: Non-magnetic concrete structure a sidewall for a guideway and a method for installing such a sidewall for the guideway
- 专利标题(中): 非磁性混凝土结构用于导轨的侧壁和用于安装用于导轨的侧壁的方法
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申请号: US10569634申请日: 2005-04-19
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公开(公告)号: US20070079732A1公开(公告)日: 2007-04-12
- 发明人: Mikio Yamazaki , Katsuhiro Tamura , Satoru Kato , Yukihisa Mine , Yoshihiro Tanaka , Akio Ohtake , Koichi Kanoh , Ariyoshi Makimoto
- 申请人: Mikio Yamazaki , Katsuhiro Tamura , Satoru Kato , Yukihisa Mine , Yoshihiro Tanaka , Akio Ohtake , Koichi Kanoh , Ariyoshi Makimoto
- 申请人地址: JP TOKYO JP AICHI
- 专利权人: TAISEI CORPORATION,CENTRAL JAPAN RAILWAY COMPANY
- 当前专利权人: TAISEI CORPORATION,CENTRAL JAPAN RAILWAY COMPANY
- 当前专利权人地址: JP TOKYO JP AICHI
- 国际申请: PCT/JP05/07422 WO 20050419
- 主分类号: C04B14/48
- IPC分类号: C04B14/48 ; C04B14/38 ; C04B24/00 ; C04B14/00
摘要:
A non-magnetic concrete structure having no magnetism or a very small magnetic permeability without reinforcing steel bars arranged, a sidewall for a guideway, and a method for installing the sidewall for the guideway are provided. The reinforcing steel bars-free sidewall 11 for the guideway 10 is constructed by using a non-magnetic concrete structure constructed by using a fiber-reinforced cement-based mixed material and having no reinforcing steel bars therein. The fiber-reinforced cement-based mixed material is produced by mixing non-metallic fibers or non-magnetic metal fibers into a cement-based matrix in a mixing amount of 1 to 4% for an entire volume of the cement-based matrix. The cement-based matrix is obtained by mixing a composition with water. The above composition is composed of cement, aggregate grains having a maximum grain diameter of not more than 2.5 mm, pozzolanic reaction particles having particle diameters of not more than 15 μm and supper plasticizer. The fiber-reinforced cement-based mixed material has mechanical properties: a compressive strength of not less than 150 N/mm2 and a tensile strength of not less than 5 N/mm2.
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