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1. 发明专利

JP2005139639A U-shaped gutter 审中-公开
标题翻译： U形形状
公开(公告)号：JP2005139639A
公开(公告)日：2005-06-02
申请号：JP2003374513
申请日：2003-11-04
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： SAKUSE NOBUO , RIN BUUN KEN , KIDOKORO TOSHIRO , SOEDA SAORI , HORIUCHI OSAMU , KARAKI HIROSHI , UCHIKAWA TAKAO , SUZUE SEIJI , NISHIMURA TAKASHI
IPC分类号： E03F5/04
CPC分类号： Y02A30/68
摘要： PROBLEM TO BE SOLVED: To enable living things to easily climb both wall surfaces; to bring about the environment suitable for inhabitation of the living things by lowering a temperature and raising a humidity particularly in summer; and to contribute to the prevention of the occurrence of a flood by imparting a water absorbing function and a water retention function so as to reduce the quantity of effluent water and delay outflow time.
SOLUTION: Irregularities 2, which are utilized by the living things, are formed on a wall surface; vegetable fiber-mixed water-retentive concrete is used as a material; both walls 3 are formed as a gentle slope which is opened outward; and upper surfaces 4 of both the walls 3 are formed as inclined planes which descend outward.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：使生物容易地爬上两个墙壁表面; 通过降低温度和提高湿度，特别是在夏季，实现适合居住生活的环境; 并且通过赋予吸水功能和保水功能来有助于防止发生洪水，从而减少流出水量并延长流出时间。
解决方案：生物使用的不规则2形成在墙面上; 植物纤维混合保水混凝土作为材料; 两个壁3形成为向外敞开的缓坡; 并且两个壁3的上表面4形成为向外下降的倾斜平面。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JPS6352027A MEASURING METHOD FOR STRESS DEGREE OF EXISTENT END DAM WALL 失效
公开(公告)号：JPS6352027A
公开(公告)日：1988-03-05
申请号：JP19697786
申请日：1986-08-22
申请人： KAJIMA CORP
发明人： HORIUCHI OSAMU
IPC分类号： E02D1/08 , G01L5/00
摘要： PURPOSE:To take an accurate measurement by fitting a press-in guide to the ground exposed part of an end dam wall and pressing a guide pipe in the ground along the guide. CONSTITUTION:A reaction plate 5 where a hydraulic jack 3 is fitted and the press-in guide 6 which guides the guide pipe 2 are fixed by welding, etc., on the back side of the on-ground exposed part of a specific steel sheet pile 1. Then the jack 3 is fitted to the reaction plate 5 and the 1st pipe 2 is stood along the steel sheet pile 1. Press-in operation is started by the jack 3 so that the stood pipe 2 is invariably along the steel sheet plate 1. Another pipe 2 is joined after the press-in operation and similar operation is performed. This operation is repeated to the length of all pipes 2 to install the pipes 2 to target installation depth. The on-ground part of the pipe 2 is welded to the steel sheet plate 1 after the end of the press-in operation and an inclinometer is inserted into the pipe 2 to find the displacement of the end dam wall. Further, this displacement is made to recur to a multidimensional polynomial, which is differentiated to obtain a smooth bending moment chart and a shear chart.

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