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1. 发明专利

JP2007239276A Method of reinforcing banking for filling existing valley and wetland 审中-公开
标题翻译：用于填充现有谷物和湿地的加固方法
公开(公告)号：JP2007239276A
公开(公告)日：2007-09-20
申请号：JP2006061975
申请日：2006-03-08
申请人： Hazama Corp , 株式会社間組
发明人： MIHARA MASAYA , YAMAZAKI TSUTOMU
IPC分类号： E02D17/18 , E02D3/046 , E02D3/10 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing a banking used for existing building lots and roads capable of reinforcing at relatively low cost without affecting valley and wetland burying banking part.
SOLUTION: In this method of reinforcing the banking for burying the existing valley and wetland buried with sandy soil, drain pipes are installed at the banking part at predetermined intervals. A vibration generator is disposed on the surface of the banking. A small vibration not substantially producing the change of density in the sandy soil, for example, the vibration of approximately 5×10
-4 to 2×10
-3 in strain level of the ground is repeatedly given to the banking by approximately 10,000 times or more to increase the rigidity and the strength of the ground.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强对现有建筑物和用于相对较低成本加固的道路的银行的方法，而不影响谷和湿地掩埋银行部分。解决方案：采用这种加固现有山体和埋藏在沙土中的湿地的银行业务方式，排水管以预定的间隔安装在银行部分。振动发生器设置在银行业务的表面上。基本上不产生沙质土壤密度变化的小振动，例如应变水平下约5×10 -4 至2×10 -3 的振动的地面反复给银行约10,000次以上，以增加地面的刚性和强度。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007278042A Reinforcement structure of dam body 有权
标题翻译： AM AM。。。。。。。。。。。
公开(公告)号：JP2007278042A
公开(公告)日：2007-10-25
申请号：JP2006109540
申请日：2006-04-12
申请人： Hazama Corp , Tokyo Kiban Giken Kk , 東京基盤技研株式会社 , 株式会社間組
发明人： ADACHI YUJI , MIHARA MASAYA , KATAYAMA KEIJI
IPC分类号： E02B3/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement structure of a dam body which can sufficiently enhance the strength of the dam body as a whole, exhibits an effect also on the bending moment, can be formed to have a proper three-dimensional structure according to the dam body itself and the surrounding environment, has high cutoff performance, has favorable workability, and causes no damage to the dam body during construction. SOLUTION: A reinforcing wall body 4 constructed in the dam body 2 has the three-dimensional structure in which a plurality of vertical walls 5a, 5b are spaced out in the width direction of the dam body 2. The reinforcing wall body 4 is constructed in a manner that a solidification material is solidified in the ground of the dam body. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够充分提高坝体整体强度的坝体的加强结构，也能够对弯矩产生影响，可以形成为具有适当的三维根据坝体本身和周围环境的结构，具有较高的切割性能，具有良好的可加工性，施工期间不会对坝体造成损坏。解决方案：在坝体2中构造的加强壁体4具有多个垂直壁5a，5b在坝体2的宽度方向上间隔开的三维结构。加强壁体4 以凝固材料在坝体的地面固化的方式构造。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2009249272A Acidic rain resistant concrete composition and acidic rain resistant concrete 审中-公开
标题翻译：酸雨抗性混凝土组合物和酸雨抗性混凝土
公开(公告)号：JP2009249272A
公开(公告)日：2009-10-29
申请号：JP2008103080
申请日：2008-04-11
申请人： Hazama Corp , 株式会社間組
发明人： FUKUTOME KAZUTO , MIHARA MASAYA , MURAKAMI YUJI
IPC分类号： C04B28/04 , C04B18/08 , C04B111/23
CPC分类号： C04B28/04 , C04B2111/23 , Y02W30/92 , C04B14/02 , C04B18/08
摘要： PROBLEM TO BE SOLVED: To provide a low cost acidic rain resistant concrete capable of keeping strength as a concrete structure and exhibiting acid resistance to acidic rain having pH 3.0-5.6 and a composition to be a raw material thereof.
SOLUTION: The acidic rain resistant concrete composition includes a binder comprising early strength Portland cement and flyash, aggregate and water, wherein the quantity of the flyash in the binder is 38-42 mass% and the percentage of water to binder 38-42 mass%. The acidic rain resistant concrete composition is used for various kinds of the concrete structures such as bridges and dams easily affected by the acidic rain.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够保持作为混凝土结构的强度并且具有耐pH 3.0-5.6的酸性雨以及作为其原料的组合物的耐酸性的低成本的耐酸雨混凝土。酸性防雨混凝土组合物包括含有早强硅酸盐水泥和粉煤灰，骨料和水的粘合剂，其中粘合剂中的粉煤灰量为38-42质量％，水与粘合剂38-42质量％ 42质量％。酸性防雨混凝土组合物用于各种混凝土结构，如桥梁和水坝易受酸雨影响。版权所有（C）2010，JPO＆INPIT

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