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81. 发明专利

JP2006112182A Aseismatic countermeasure construction method of tunnel using base isolation material, construction method of its base isolation wall and its construction structure 有权
标题翻译：使用基础隔离材料的隧道的ASEISMATIC COUNTER MEASURE建筑方法，其基础隔离墙的构造方法及其构造结构
公开(公告)号：JP2006112182A
公开(公告)日：2006-04-27
申请号：JP2004302961
申请日：2004-10-18
申请人： Railway Technical Res Inst , Yokohama City , 横浜市 , 財団法人鉄道総合技術研究所
发明人： MURONO TSUYOTAKA , TATEYAMA MASARU , KOBAYASHI SHOSUKE
IPC分类号： E02D31/08 , E02D3/00 , E02D3/12 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic countermeasure construction method of a tunnel using a base isolation material, and a construction method of its base isolation wall, capable of improving aseismatic performance as a whole, by reducing generating cross-sectional force of the whole member.
SOLUTION: This construction method of the base isolation wall of the tunnel can construct the continuous base isolation wall having the equal thickness in the ground by continuously excavating by successively moving in the horizontal direction, by agitating and mixing or replacing a solidifying liquid and cutting earth, by cutting the ground by rotating a cutter chain 44 by a base machine having a chain saw type cutter inserted into the ground 41, when applied to an existing tunnel.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用基础隔离材料的隧道的抗震对策施工方法及其基础隔离壁的施工方法，其能够通过减少产生横截面的力而提高抗震性能的全体成员。解决方案：隧道的基础隔离墙的施工方法可以通过连续地沿水平方向移动，通过搅拌和混合或更换固化液体来构造地面上具有相同厚度的连续基础隔离壁并且当施加到现有隧道时，通过用具有插入到地面41中的链锯式切割机的基础机器旋转切割器链44来切割地面。版权所有（C）2006，JPO＆NCIPI

82. 发明专利

JP2006022145A Polyvinyl alcohol-based hydrogel-forming composition and hydrogel 审中-公开
标题翻译：基于聚乙烯醇的水凝胶组合物和水凝胶
公开(公告)号：JP2006022145A
公开(公告)日：2006-01-26
申请号：JP2004199177
申请日：2004-07-06
申请人： Integrated Geotechnology Institute Ltd , Kajima Corp , Kuraray Co Ltd , Railway Technical Res Inst , Tenox Corp , 株式会社クラレ , 株式会社テノックス , 株式会社複合技術研究所 , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： ISE TOMOKAZU , KUSUDO KAZUMASA , TATEYAMA MASARU , YAGUCHI NAOYUKI , KAWABATA JUNICHI , OZAWA KAZUYOSHI , YAMADA TAKEMINE , KANAGUCHI YOSHITANE , HIRAYAMA YUJI , TAMURA YUKIHIKO
IPC分类号： C08L29/04 , C08K5/07 , C08K5/098 , C08K5/16
摘要： PROBLEM TO BE SOLVED: To provide a polyvinyl alcohol-based hydrogel-forming composition excellent in workability because of forming a gel in a few minutes to a few days, even when left to stand outdoors, and having water resistance, even when the formed hydrogel exists in an acidic region, and to provide a polyvinyl alcohol-based hydrogel.
SOLUTION: This polyvinyl alcohol-based hydrogel-forming composition contains polyvinyl alcohol (A), a water-soluble transition metal compound (B), and water (C) as main constituents, wherein the composition satisfies requisites (1) to (3) as follows: (1) the component (A) is contained in a ratio of 0.5-10 mass % based on a total amount of the components (A), (B), and (C); (2) a molar ratio [(A):(B)] of (A) vinyl alcohol units of the component (A) to (B) transition metal atoms contained in the component (B) is in a range of 1:0.01 to 1:1.0; and (3) the component (A) has a polymerization degree of ≥500. The polyvinyl alcohol-based hydrogel is formed out of the gel-forming composition.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：待解决的问题：为了提供在几分钟至几天内形成凝胶的加工性优异的聚乙烯醇系水凝胶形成组合物，即使在室外静置时也具有耐水性，即使形成的水凝胶存在于酸性区域中，并提供聚乙烯醇系水凝胶。解决方案：该聚乙烯醇类水凝胶形成组合物含有聚乙烯醇（A），水溶性过渡金属化合物（B）和水（C）作为主要成分，其中组合物满足条件（1）〜（3）如下：（1）以成分（A），（B）和（C）的总量计，成分（A）的含量为0.5〜10质量％（2）成分（A）〜（B）中的（A）乙烯醇单元的摩尔比[（A）:( B）]成分（B）中所含的过渡金属原子的摩尔比为1:0.01 至1：1.0; 和（3）组分（A）的聚合度≥500。由凝胶形成组合物形成聚乙烯醇类水凝胶。版权所有（C）2006，JPO＆NCIPI

83. 发明专利

JP2005120773A Banking structure applied with vertical compression force by tendon and its construction method 有权
标题翻译：采用TENDON及其施工方法的垂直压缩力的银行结构
公开(公告)号：JP2005120773A
公开(公告)日：2005-05-12
申请号：JP2003358916
申请日：2003-10-20
申请人： Railway Technical Res Inst , Univ Of Tokyo , 国立大学法人東京大学 , 財団法人鉄道総合技術研究所
发明人： UCHIMURA TARO , TATSUOKA FUMIO , TATEYAMA MASARU , WATANABE KENJI
IPC分类号： E02D3/02 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a banking structure on which vertical compression force is applied by a tendon and its construction method for saving time and labor for maintenance, simplifying a configuration of a fixation part, and reducing cost.
SOLUTION: This banking structure is provided with a lower part horizontal load-bearing plate 2, a reinforcing banking body 3, an upper part horizontal load-bearing plate 5, a member 6 arranged on the upper part horizontal load-bearing plate 5 and having a fulcrum 7, a vertical tendon 9, a member 8 which is provided on the member having the fulcrum and becomes a lever, a fixing tool 10 fixing the vertical tendon 9 in one end part of the member 8 which becomes the lever, and a load adding means for adding fixed tensile load to the vertical tendon 9 acting in the other end part of the member 8 forming the leverage stock.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过腱施加纵向压缩力的银行结构及其施工方法，以节省维护的时间和劳动力，简化了固定部件的构造，并降低了成本。解决方案：该银行结构设置有下部水平承重板2，加强板块体3，上部水平承重板5，设置在上部水平承重板上的部件6 如图5所示，具有支点7，垂直腱9，设置在具有支点并成为杠杆的构件上的构件8，固定工具10，其将垂直腱9固定在构件8的一端部，该端部成为杆以及用于向构成所述杠杆原料的构件8的另一端部中的垂直腱9添加固定拉伸载荷的载荷添加装置。版权所有（C）2005，JPO＆NCIPI

84. 发明专利

JPH0874202A CONSTRUCTION AND REPAIR OF RAILROAD TRACK 失效
公开(公告)号：JPH0874202A
公开(公告)日：1996-03-19
申请号：JP21454094
申请日：1994-09-08
申请人： RAILWAY TECHNICAL RES INST , RAITO KOGYO KK
发明人： TARUMI HISASHI , TATEYAMA MASARU , SUNAGA MAKOTO , IWASA HIROSHI , KINOSHITA YOSHITOMO
IPC分类号： E01B1/00 , E01B27/18 , E01B37/00
摘要： PURPOSE: To prevent sinking of a track caused by sideway movement and looseness of ballast due to a repeated load and oscillation by passing of a train after supplying the ballast and sinking of a roadbed and looseness of the ballast. CONSTITUTION: A flexible bag body 1 having airtightness force fed and filled with an inside packing material of ballast, gravel, crushed stones, etc., inside it is interposed between a sleeper 11 and a roadbed 13 at the time of constructing a track with a track bed with the sleeper 11 and a rail 10 laid on it by way of laying track bed ballast 8 on the roadbed 13. Additionally, an inside filling material 12 is force fed and filled in this flexible bag body 1, and the side of the roadbed 13 is previously settled by consolidation by external pressure of this flexible bag body 1.

85. 发明专利

JPH0853842A STRUCTURE OF REINFORCEMENT EARTH BODY, AND CONSTRUCTION THEREOF 失效
公开(公告)号：JPH0853842A
公开(公告)日：1996-02-27
申请号：JP18921694
申请日：1994-08-11
申请人： RAILWAY TECHNICAL RES INST
发明人： TATSUOKA FUMIO , TATEYAMA MASARU
IPC分类号： E02D3/00 , E02D3/02 , E02D17/18
摘要： PURPOSE:To simply improve compressive rigidity and settlement characteristic for banking, and to prevent excess load from working on the ground without employing conventional method of pre-loading, ground improvement or driving of piles. CONSTITUTION:A lower horizontal mounting board 3 is arranged on the ground 1, and banking 2 is made by piling up on the lower horizontal mounting board 3 up to a specified height. An upper horizontal mounting board 4 is arranged on top of the piled-up banking 2. The lower horizontal mounting board 3 and the upper horizontal mounting board 4 are connected with perpendicular tendons 5, and the perpendicular tendons 5 are fixed to the upper horizontal mounting board 4 under the state where pre-loading is applied to the banking 2.

86. 发明专利

JPH05247955A 失效
公开(公告)号：JPH05247955A
公开(公告)日：1993-09-24
申请号：JP8303892
申请日：1992-03-06
申请人： TAISEI CORP , NISHINIPPON RYOKAKU TETSUDO KK , RAILWAY TECHNICAL RES INST
发明人： MAEDA YOSHINOBU , MISHIMA TAKAHIDE , FUJII YOSHIHARU , YAMAMOTO MASAYUKI , IKEDA KAORU , KANAZAWA YOSHINOBU , YASUMURA TETSUO , TATEYAMA MASARU
IPC分类号： E02D3/00 , E02D17/18 , E02D29/02
摘要： PURPOSE:To prevent the occurrence of cracks by a method in which trench parts and anchors attached to the trench parts are developed over the upside of soil, soil is spread over them and compacted, and trench parts and anchors are again developed on the soil compacted. CONSTITUTION:Soil 4 is charged into a metal trench part 1 formed by bending a material having many holes into U-shaped form, having projected sides 12 on both sides of the bottom 11, and the surrounding and upside of the part 1 are covered with the anchors of netted material 2, and the other ends of the netted material 2 is developed widely to the upside of the soil 4. Soil 4 is then spread over them and compacted and the position of the material 2 is fixed to actuate it as the anchor of the part 1. The part 1 and the netted material 2 are developed over the soil 4, the soil 4 is again spread over them to form many layers, and a wall 3 is formed on the front of the part 1. By separating the wall 3 from the structure to support the pressure of the soil, cracks by non-uniform subsidence can be prevented.

87. 发明专利

JPH05187178A REACTION FORCE RECEIVER FOR TOTAL CASING CONSTRUCTION DEVICE 失效
公开(公告)号：JPH05187178A
公开(公告)日：1993-07-27
申请号：JP2156192
申请日：1992-01-13
申请人： KUMAGAI GUMI CO LTD , RAILWAY TECHNICAL RES INST , MITSUI CONSTR
发明人： HISHINUMA NOBORU , SAKA HIDEMASA , MURATA OSAMU , TATEYAMA MASARU , INOUE KAZUTOSHI
IPC分类号： E02D3/046 , E02D7/00 , E02D7/20 , E21B7/20
摘要： PURPOSE:To secure safety by supporting the reaction force with the construction apparatus weight arranged adjacently to a tubing device in consolidating the residual slime at the bottom section of a pit hole with jacks provided in a casing tube. CONSTITUTION:A casing tube 5 is pressed in by the tubing device 6 of a total casing construction device 1, and the inside of the tube 5 is excavated by a hammer glove 3. A foot protection processing device 20 is suspended in the tube 5 supported by the device 6, a gripper 27 is brought into pressure contact with the tube 5 for self-holding. A weight mount plate 40 is fitted to the outrigger stabilizer 8 of the device 6 via a fitting tool 41, and free apparatuses such as a vehicle, steel bars are mounted on it. When the residual slime 32 is to be consolidated by jacks 28, 29, 30 of the device 20, the reaction force is supported by the apparatus weight on the mount plate 40. The extraction of the casing tube 5 and the floating of part of the device can be economically and surely prevented.

88. 发明专利

JPH059928A METHOD FOR MAKING EMBANKMENT SLOPE STEEP 失效
公开(公告)号：JPH059928A
公开(公告)日：1993-01-19
申请号：JP18935191
申请日：1991-07-03
申请人： RAILWAY TECHNICAL RES INST
发明人： TATEYAMA MASARU
IPC分类号： E02D5/00 , E02D17/04 , E02D29/02
摘要： PURPOSE:To safely and effectively make the existing embankment slope steep by a combination of stirring-mixing piles constructed in the vertical direction before the slope is excavated and tensile reinforcing materials constructed nearly in the horizontal direction according to the excavation progress. CONSTITUTION:First, stirring-mixing piles are bundled in units of about two - six in the vertical direction to an existing embankment 1 to be constructed as block bodies 3. The embankment 1 is excavated by one step (about 1m), and the stirring-mixing piles 9 are driven nearly horizontally or a little downward. Before the pile bodies are hardened, tensile core materials 10 such as reinforcing steel-wire cylinders or steel pipes are inserted, drainage facility such as non-woven fabrics is provided on the excavated face, and concrete- spraying 12 is performed to cover the surface of the excavated face. Thereafter, the excavation process is repeated in sequence, and when the excavation is completed up to a specified height 13, an integrated wall 14 is constructed of concrete and the like, and sufficiently fixed by the core material 10 of the stirring-mixing piles 9 laterally placed and fixing plates 15.

89. 发明专利

JPH0453204B2 失效
公开(公告)号：JPH0453204B2
公开(公告)日：1992-08-26
申请号：JP17494587
申请日：1987-07-15
申请人： RAILWAY TECHNICAL RES INST
发明人： TATEYAMA MASARU , TATSUOKA FUMIO
IPC分类号： E02D17/18

90. 发明专利

JPH01310017A STEEP CONSTRUCTION FOR FACE OF SLOPE OF EXISTING BANKING 失效
公开(公告)号：JPH01310017A
公开(公告)日：1989-12-14
申请号：JP13854688
申请日：1988-06-07
申请人： RAILWAY TECHNICAL RES INST
发明人： TATEYAMA MASARU , MURATA OSAMU
IPC分类号： E02D17/18 , E02D17/04 , E02D17/20 , E02D29/02
摘要： PURPOSE:To stably change the gradient of the face of a slope by inserting a reinforcing material such as a reinforcement in an existing banking surface before stepwise excavation, and providing an integrated wall surface on an excavation surface. CONSTITUTION:A reinforcing material 2 is inserted in an existing banking1, and mortor and cement milk etc., are grouted. When the face 3 of a slope at the vicinity of the head part of the material 2 is excavated, and concrete spraying is applied to or a bearing pressure plate 5 is installed in an excavation surface 4 as a temporary protection means. And the work is repeatedly made in order, and the integrated wall of concrete etc. is provided or installed at the stage where the excavation of the face 3 is finished. This enables the gradient of the face of a slope to be stably changed, and the local stress in the face of a slope divided to a whole reinforcing material after construction.

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