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21. 发明专利

JPH05222732A TENSILE REINFORCING BODY 失效
公开(公告)号：JPH05222732A
公开(公告)日：1993-08-31
申请号：JP5654292
申请日：1992-02-10
申请人： RAILWAY TECHNICAL RES INST , TOKYU KENSETSU KK , TENOX KK
发明人： TATEYAMA MASARU , TAMURA YUKIHIKO , FUKUDA ATSUO , YOSHIDA SHIGERU , KAMI SHUJI
IPC分类号： E02D3/12 , E02D5/80 , E02D17/20
摘要： PURPOSE:To safely reinforce the ground by stirring drilled soil and cement milk so as to form a reinforcing body, inserting a core material into the center of the reinforcing body, and filling mortar while drawing out a hollow rod, so as to form a center reinforcing pillar. CONSTITUTION:At first, the rotary shaft 13 of a drilling and stirring hollow rod 1 is rotated, advanced while drilling the ground, simultaneously cement milk is discharged from the extreme end discharge port of the rotary shaft 13, and stirred together with drilled soil by means of stirring blades 12 so as to form a reinforcing body of large diameter. When drilling and stirring are completed up to a deepmost part, a core material 2 is inserted through the hollow part of the stopped rotary shaft 13, outward projected from the extreme end hole 14 opened by removing the cover, and struck in the earth by a little depth. Next, the rotary shaft 13 is reversely rotated, and the hollow rod 1 is gradually retreated and drawn out while leaving the core material 2. At this time, mortar is discharged from the vicinity of the extreme end, a center reinforcing pillar made of mortar of high quality is formed around the core material 2, and finally the exposed end of the core material 2 is fixed on the ground surface.

22. 发明专利

JP2011106226A Method of reinforcing steel railway bridge support part 审中-公开
标题翻译：钢铁路桥梁支撑加固方法
公开(公告)号：JP2011106226A
公开(公告)日：2011-06-02
申请号：JP2009265014
申请日：2009-11-20
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： SUGIMOTO ICHIRO , KOBAYASHI YUSUKE , SAITO MASAMITSU , TATEYAMA MASARU
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To easily perform a reinforcing construction in a short time.
SOLUTION: After a column wall body 21 is installed on both sides of the support part of a steel railway bridge 1, a precast concrete-make concrete board 20 is disposed on the upper ends of the pair of column wall bodies 21 so as to straddle the steel beams 11, 12 of the steel railway bridge 1 in the transverse direction, and the concrete board 20 and the column wall bodies 21 are joined to each other with connection bolts. Rails 32 are supported by a concrete reinforced body 2 in place of the steel railway bridge 1, and the support part of the steel railway bridge 1 is reinforced.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在短时间内容易地进行加固结构。解决方案：在钢轨桥1的支撑部分的两侧安装立柱壁体21之后，在一对列壁体21的上端设置有预制混凝土制成的混凝土板20，横贯钢铁桥1的钢梁11,12，并用连接螺栓将混凝土板20和立柱壁体21相互接合。轨道32由混凝土增强体2代替钢铁桥1支撑，钢铁桥1的支撑部分被加强。版权所有（C）2011，JPO＆INPIT

23. 发明专利

JP2010106546A Method of constructing foundation in structure, and foundation structure 有权
标题翻译：建筑结构方法和基础结构
公开(公告)号：JP2010106546A
公开(公告)日：2010-05-13
申请号：JP2008279518
申请日：2008-10-30
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , TATEYAMA MASARU
IPC分类号： E02D27/26 , E02D3/12 , E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing foundation structure in a structure, capable of increasing coupling force between a foundation member constructed on a pile body and the pile body, capable of enhancing construction performance of the pile body, capable of reducing a construction cost by reducing a diameter of the pile body, capable of enhancing quality of the pile body, by using no stabilization liquid, and capable of enhancing earthquake resistance, horizontal resistance and the like by pseudo-increase of the diameter of the pile body, and by ground improvement over the whole face of a soft ground, and the foundation structure.
SOLUTION: The soft ground 1 of a portion of constructing the structure is ground-improved over the whole face thereof, to construct an improved ground 2, and then the pile body 6 is constructed integrally with the improved ground 2 in the improved ground 2, by an earth drill construction method as a cast-in-place pile construction method.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种在结构中构造基础结构的方法，能够增加构造在桩体上的基础构件与桩体之间的联接力，能够提高桩体的施工性能，能够通过减少桩体的直径，能够提高桩体的质量，通过不使用稳定液体来降低施工成本，并且能够通过伪直径的增加来提高抗震性，水平阻力等桩身，地面改善整个地面柔软的地面和基础结构。解决方案：构造结构的一部分的软地面1在其整个面上进行研磨，构造改进的地面2，然后将桩体6与改进的地面2一体地构造成改进的地面2，采用地钻施工方式作为现浇桩施工方法。版权所有（C）2010，JPO＆INPIT

24. 发明专利

JP2008045341A Construction method of banking on soft ground and banking structure therefor 有权
标题翻译：软土地基和银行结构的结构施工方法
公开(公告)号：JP2008045341A
公开(公告)日：2008-02-28
申请号：JP2006222282
申请日：2006-08-17
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： WATANABE KENJI , TATEYAMA MASARU
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method of banking on a soft ground which improves strength and toughness performance, and a banking structure therefor.
SOLUTION: In the construction method of banking on the soft ground, a beam member 5 is placed on the soft ground 1 in which a soil-improvement pile 2 has been poured. Geotextile 4 is used for the cement-improvement pebble 3 of the beam member 5, and the banking 6 is constructed on the beam member 5.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种提高强度和韧性的软土地上的银行业务的构建方法及其银行结构。解决方案：在软土地上建造银行业务的施工方法中，将一个梁构件5放置在软土地面1上，在该地面上已经注入了土壤改良桩2。土工织物4用于梁构件5的水泥改进卵石3，并且金属板6构造在梁构件5上。版权所有（C）2008，JPO＆INPIT

25. 发明专利

JP2007321452A Construction method for bridge and bridge structure thereof 有权
标题翻译：桥梁和桥梁结构的施工方法
公开(公告)号：JP2007321452A
公开(公告)日：2007-12-13
申请号：JP2006153219
申请日：2006-06-01
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： TATSUOKA FUMIO , TATEYAMA MASARU , WATANABE KENJI
IPC分类号： E01D21/00 , E01D1/00 , E01D19/04 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a bridge which has a robust strength and withstands earthquake and the bridge structure thereof.
SOLUTION: In the construction method for a bridge, geotextile 2 and sandbags 3 are used according to a procedure of a reinforced soil wall construction method for constructing a reinforcing banking 4. When a support ground 1 is soft, a foundation such as a foundation pile 5 or the like is constructed after a ground sinkage by banking up of the reinforcing banking 4 is settled, and at the same time the geotextile 2 and the sandbags 3 are used for constructing the reinforcing banking 4 at the opposing side. When the support ground 1 is soft, the foundation such as the foundation pile 5 or the like is constructed after the ground sinkage by banking up of the reinforcing banking 4 is setteled, the wall faces 6 of the reinforcing banking 4 facing to each other and a beam part of a bridge girder 7 are integrated, and then reinforced concrete for a rigid frame bridge part 8 is placed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有坚固强度并承受地震的桥梁及其桥梁结构的施工方法。
解决方案：在桥梁施工方法中，土工布2和沙袋3按照加固土墙施工方法的程序使用，用于构建加固板4.当支撑地面1较软时，在通过堆积加固银行业务4的地下沉积物之后构建基础桩5等，并且同时将土工织物2和沙袋3用于在相对侧上构建加强板4。当支撑地面1较软时，在通过堆积加固银行业务4的地面沉降后，构建基础桩5等基础，加固金融业4的墙面6彼此面对，桥梁梁7的梁部分被一体化，然后放置用于刚性框架桥部分8的钢筋混凝土。版权所有（C）2008，JPO＆INPIT

26. 发明专利

JP2007249707A Information management system 审中-公开
标题翻译：信息管理系统
公开(公告)号：JP2007249707A
公开(公告)日：2007-09-27
申请号：JP2006073436
申请日：2006-03-16
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： TATEYAMA MASARU , HANEYA HIROSHI , MINEGISHI KUNIYUKI , MIZUNO NOBUMASA
IPC分类号： E01D22/00 , G06Q10/00 , G06Q50/00 , G06Q50/10
摘要： PROBLEM TO BE SOLVED: To provide an information management system capable of preventing erroneous recognition of information relating to a management object and safely managing it at a low cost. SOLUTION: The information management system 1 is a system for managing information relating to a bridge and transmits and receives the management information of the bridge between a storage device 2 and an information reader-writer 4. The storage device 2 is a wireless tag storing the management information and is installed to the bridge or disposed near the bridge so as to hold the management information by the bridge itself present on the spot. A storage part 2c is a large-scale integrated circuit (LSI) for storing identification information, design information, inspection history information, disaster history information, damage history information, maintenance history information, execution record information and execution plan information, etc., of the bridge as the management information or the like. As a result, the management information intrinsic to each bridge which conventionally has been existed in a management office can be held by the bridge itself present on the spot and the management information can be easily confirmed on the spot. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够防止对与管理对象有关的信息的错误识别并以低成本进行安全管理的信息管理系统。解决方案：信息管理系统1是用于管理与桥接有关的信息的系统，并且发送和接收存储设备2和信息读写器4之间的桥接管理信息。存储设备2是无线存储管理信息的标签，并安装到桥上或设置在桥附近，以便通过现场存在的桥本身来保持管理信息。存储部2c是用于存储识别信息，设计信息，检查历史信息，灾害历史信息，损伤历史信息，维护历史信息，执行记录信息和执行计划信息等的大规模集成电路（LSI）桥梁作为管理信息等。结果，管理办公室中常规存在的每个桥梁固有的管理信息可以由当前存在的桥本身保持，并且可以在现场容易地确认管理信息。版权所有（C）2007，JPO＆INPIT

27. 发明专利

JP2005087990A Water impervious material injection type water impervious work, system, and polyvinyl alcohol-system injection type water impervious material 有权
标题翻译：水不正确的材料注射类型水不正确的工作，系统和聚乙烯醇系统注入类型的水不正确的材料
公开(公告)号：JP2005087990A
公开(公告)日：2005-04-07
申请号：JP2004231509
申请日：2004-08-06
申请人： Kajima Corp , Kuraray Co Ltd , Railway Technical Res Inst , 株式会社クラレ , 財団法人鉄道総合技術研究所 , 鹿島建設株式会社
发明人： OZAWA KAZUYOSHI , KAWABATA JUNICHI , KOBAYASHI TOSHIAKI , SHIROTANI YASUHIRO , ISE TOMOKAZU , KUSUDO KAZUMASA , TATEYAMA MASARU , YAGUCHI NAOYUKI
IPC分类号： E02B7/02 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a water impervious material injection type water impervious work causing little uneven solidification, and a polyvinyl alcohol-system injection type water impervious material.
SOLUTION: A plurality of layers of water impervious sheets 6a, 6b are laid with circumferential edges closely brought into contact with the ground face 1 where a load is set, a space d is secured between the adjacent water impervious sheets 6a, 6b against the load by using a porous spacer 7, and a polyvinyl alcohol-based impervious material aqueous solution 10 with adjustable gelation time t by pH is injected into the gap d. Preferably, the aqueous solution 10 has a pH value making the gelation time t equal to or longer than a solution charging time t
0 into the gap d, and the gap d is evacuated when the aqueous solution 10 is injected. One of examples of the water impervious material is an aqueous solution 10 in which a polyvinyl alcohol-based polymer of the degree of polymerization of 500 or more, a water soluble crosslinking agent having in its molecules two or more methylol groups, and a pH adjusting agent are dissolved. The degree of polymerization, polymer concentration and the mole ratio of the methylol groups to the vinyl alcohol unit in the polymer impart given water impervious properties to the water impervious gel.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供不透水凝固的不透水材料注射型防水工作，以及聚乙烯醇系注射型防水材料。解决方案：多层不透水片材6a，6b被铺设成周边边缘紧密地与放置负载的接地面1接触，空间d固定在相邻的不透水片材6a，6b之间通过使用多孔隔离物7与负载相反，并且通过pH将具有可调凝胶时间t的聚乙烯醇类不透水材料水溶液10注入到间隙d中。优选地，水溶液10具有使间隙d中的凝胶化时间t等于或长于溶液充填时间t 0 的pH值，并且当水溶液10为注射。防水材料的一个例子是水溶液10，其中聚合度为500以上的聚乙烯醇类聚合物，其分子中具有两个或更多个羟甲基的水溶性交联剂和pH调节药剂溶解。聚合物的聚合度，聚合物浓度以及聚合物中羟甲基与乙烯醇单元的摩尔比赋予防水凝胶给予不透水性。版权所有（C）2005，JPO＆NCIPI

28. 发明专利

JP2005068816A Construction method for abutment with reconstruction for bridge and its abutment structure 有权
标题翻译：用于重建桥梁及其结构结构的建筑施工方法
公开(公告)号：JP2005068816A
公开(公告)日：2005-03-17
申请号：JP2003300152
申请日：2003-08-25
申请人： East Japan Railway Co , Railway Technical Res Inst , 東日本旅客鉄道株式会社 , 財団法人鉄道総合技術研究所
发明人： TATEYAMA MASARU , WATANABE KENJI , NOZAWA SHINICHIRO , FUJISAWA HAJIME , OTA MASAHIKO
IPC分类号： E02D27/12 , E01D19/02 , E01D22/00 , E01D24/00 , E02D5/04 , E02D5/18 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an abutment with the reconstruction of a bridge extremely inhibiting the increase of the length of the bridge as compared to the old bridge while being capable of strengthening the strength of the abutment in the construction of the abutment with the reconstruction of the bridge and its abutment structure.
SOLUTION: (a) An earth retaining wall 4 is placed to the rear of the existing abutment 2, (b) an excavation at a small stage is conducted and (c) a tensile reinforcing material 5 in which a tensile core material is inserted is driven to the earth retaining wall 4 of an excavating surface. (d) Processes in (b) and (c) are repeated, and a ground is excavated up to a specified depth while the tensile reinforcing material is driven, (e) a foundation pile 6 is installed in a space emptied by the excavation, and (f) the new abutment is constructed by placing abutment concrete so as to be connected to the tensile reinforcing material 5 and the earth retaining wall 4. (g) The existing abutment is removed, and (h) a new girder is stretched over the new abutment.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于与桥梁的重建抵接的施工方法，其极大地抑制了与旧桥相比桥的长度的增加，同时能够增强桥的刚度用桥梁及桥基结构重建桥基的构造。解决方案：（a）将一个挡土墙4放置在现有基座2的后部，（b）进行小阶段的挖掘，（c）拉伸增强材料5，其中拉伸芯材被插入到挖掘面的挡土墙4上。（d）重复（b）和（c）中的方法，并且在拉伸增强材料被驱动的同时将地面挖掘达指定的深度，（e）将基础桩6安装在由挖掘中排空的空间中，（f）通过将邻接混凝土置于与拉伸增强材料5和土挡土墙4连接的方式构造新的基台。（g）将现有的桥基移除，并且（h）将新的大梁拉伸新的基台。版权所有（C）2005，JPO＆NCIPI

29. 发明专利

JP2002097652A METHOD FOR PLANTING SURFACE OF RETAINING WALL 失效
公开(公告)号：JP2002097652A
公开(公告)日：2002-04-02
申请号：JP2000292252
申请日：2000-09-26
申请人： TOKYU KENSETSU KK , RAILWAY TECHNICAL RES INST , KUREATERA KK
发明人： ITO HIROSHI , TATEYAMA MASARU , KOJIMA KENICHI , KAISE HIROKI , YANAGIDA TOMOTAKA
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a method for planting the surface of a retaining wall enabling a variety of trees and flowers to be easily and quickly set into the retaining wall whether the wall is an existing or new one, and also insuring stable growth of the plants. SOLUTION: Planting holes 4 are formed in appropriate positions on the retaining wall 1 and an auxiliary growth base material 5 is inserted into each planting hole 4. The root 6a of a plant 6 set in the base material 5 is fixed to a water-permeable layer 2 of crushed stones or the like on the back of the retaining wall 1 to promote the growth of the plant to plant the surface of the retaining wall 1.

30. 发明专利

JP2000080895A WATER-IMPERVIOUS SHEET 失效
公开(公告)号：JP2000080895A
公开(公告)日：2000-03-21
申请号：JP8993699
申请日：1999-03-30
申请人： KURARAY CO , RAILWAY TECHNICAL RES INST
发明人： YAGUCHI NAOYUKI , TATEYAMA MASARU , HANAMORI ICHIRO , KOBAYASHI TOSHIAKI , KAWAMURA YOSHIHIKO , MATSUMOTO KENJI
IPC分类号： E02B3/12 , E02D19/12 , E04B1/66 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a water-impervious sheet having a high water-impervious effect to resist leakage and seepage from bedrock layers, stratum layers, the wall surfaces, etc. of buildings, houses, tanks, water reservoirs, and other structures; having a high adhesive property with respect to waterproof materials such as hydraulic materials, asphalt, resins, etc. to form no voids between a waterproof material layer and the water-impervious sheet; preventing separation and drop of the waterproof material from the water-impervious sheet; capable of safely and stably retaining high water imperviousness over a long period; having appropriate flexibility; and being excellent in handleability and workability during construction work for imparting water imperviousness and to provide a construction method for imparting water imperviousness. SOLUTION: This construction method for imparting water imperviousness uses a water-impervious sheet formed by an ethylene-vinyl acetate copolymer sheet containing 30 to 90 wt.% vinyl acetate and having a reinforcing layer and/or a draining layer on the back of the ethylene-vinyl acetate copolymer sheet containing 30 to 90 wt.% vinyl acetate and serving as a surface layer.

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