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1. 发明专利

JP2011163026A Grid body, method of manufacturing the same and method of constructing concrete body 有权
标题翻译：网格体，其制造方法和构造混凝土体的方法
公开(公告)号：JP2011163026A
公开(公告)日：2011-08-25
申请号：JP2010027836
申请日：2010-02-10
申请人： Gifu Kogyo Co Ltd , Nippon Expressway Research Institute Co Ltd , Sango:Kk , Shimizu Corp , 岐阜工業株式会社 , 株式会社サンゴ , 株式会社高速道路総合技術研究所 , 清水建設株式会社
发明人： SHIROMA HIROMICHI , NAKANO KIYOTO , SAEKI TORU , KIUCHI TSUTOMU , KAYANO KOICHI , SHIKI HIROSHI , KONO SHIGEYUKI , NISHIMURA SHINICHI , MARUYAMA SEIICHI , INANO MINORU , ISHIKAWA TSUNEO , YAMAMOTO SHINJI , INAGAWA YUKIHISA , OHARA YOSHIYUKI
IPC分类号： E21D11/00 , E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a grid body for preventing exfoliation of a surface layer part of a concrete body, a method of manufacturing the same and a method of constructing a concrete body. SOLUTION: In this grid body 1, linear bodies 2 intersect to be formed like a grid, and an intersecting part connector 3 projected in the out-of-plane direction is provided on an intersecting part of the linear bodies. In manufacture, a tool having vertical and horizontal grooves for intersecting and arranging the linear bodies in two directions and having a recessed part at the intersecting part is used, the linear bodies in the two directions are respectively intersected and arranged in the grooves, the recessed part is filled with the fluidized intersecting part connector and hardened. The grid body is mounted with the tip of the intersecting part connector abutted on the inner surface of a form, or the grid body is supported by a bracket and disposed inside a form, concrete is placed in the form to integrally bury the grid body in the surface layer part of the concrete body. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止混凝土体的表面层部分的剥离的网格体，其制造方法和构造混凝土体的方法。解决方案：在该格栅体1中，线状体2相交形成为格子状，并且在线状体的交叉部分上设置有在面外方向上突出的交叉部连接器3。在制造中，使用具有垂直和水平凹槽的工具，用于在两个方向上相交并布置线状体并且在交叉部分具有凹部，两个方向上的线状体分别相交并布置在凹槽中，凹陷部分填充有流化的相交部分连接器并硬化。网格体安装在交叉部分连接器的顶端抵靠在一个形式的内表面上，或者格体由支架支撑并设置在一个形式的内部，混凝土被放置成将格体整体地埋在混凝土体的表层部分。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2013238036A Concrete structural member and construction method thereof 有权
标题翻译：混凝土结构构件及其构造方法
公开(公告)号：JP2013238036A
公开(公告)日：2013-11-28
申请号：JP2012111513
申请日：2012-05-15
申请人： Shimizu Corp , 清水建設株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , ASO TOSHIMITSU
IPC分类号： E04G23/02 , E04B1/64
摘要： PROBLEM TO BE SOLVED: To efficiently discharge the intruding water while reinforcing a concrete skeleton.SOLUTION: A concrete skeleton 1 is covered with a fiber-reinforced resin film 10. The fiber-reinforced resin film 10 has a film opening 12 penetrating from one surface side of the concrete skeleton side to the other surface side. A water-absorbing member 20 is disposed between the fiber-reinforced resin film 10 and the surface of the concrete skeleton 1, and part 20a of the water-absorbing member 20 is positioned in the film opening 12 to be exposed outside.
摘要翻译：要解决的问题：在加强混凝土骨架的同时有效地排放侵入水。解决方案：混凝土骨架1被纤维增强树脂膜10覆盖。纤维增强树脂膜10具有从一个表面穿透的膜开口12 混凝土骨架侧的一侧到另一个表面侧。在纤维增强树脂膜10和混凝土骨架1的表面之间设置有吸水部件20，吸水部件20的部分20a位于膜开口部12中，露出在外部。

3. 发明专利

JP2013064308A Installation method of working platform 有权
标题翻译：工作平台安装方法
公开(公告)号：JP2013064308A
公开(公告)日：2013-04-11
申请号：JP2012069880
申请日：2012-03-26
申请人： Shimizu Corp , 清水建設株式会社 , Yokoyama Kiso Koji:Kk , 株式会社横山基礎工事
发明人： BESSHO TOMOHIRO , ENDO KAZUO , MAEDA YUICHI , OSAKI YUSAKU , KONO SHIGEYUKI , KASE TOSHIHISA , MORI HIDEO , YOKOYAMA HIROSUKE , INOUE MASAHIRO
IPC分类号： E01D21/00 , E01D15/24
摘要： PROBLEM TO BE SOLVED: To provide an installation method of a working platform with which a reinforcement can be installed while reducing underwater work or the like and costs or a working time can be reduced further.SOLUTION: According to an installation method of a working platform, a structure 18 is supported by upper parts of a plurality of piles 16 driven into a foundation. The installation method includes a first step of temporarily installing a reinforcement 20 between two piles 16 driven into the foundation by using a fixture 26 for fixing the reinforcement 20 to the piles 16, a second step of moving the temporarily installed reinforcement 20 downward to a predetermined position along the piles 16 together with the fixture 26, and a third step of fixing the reinforcement 20 installed at the predetermined position between the two piles 16 by fastening the fixture 26 with respect to the piles 16.
摘要翻译：要解决的问题：提供一种可以在减少水下作业等的同时安装加强件的工作平台的安装方法，并且可以进一步降低成本或工作时间。解决方案：根据工作平台的安装方法，结构18由驱动到基础中的多个桩16的上部支撑。该安装方法包括：通过使用用于将加强件20固定在桩16上的固定件26，将两个加强件20临时安装在两个桩16之间的第一步骤;将临时安装的加强件20向下移动到预定的第二步骤与夹具26一起沿着桩16的位置，以及第三步骤，通过将夹具26相对于桩16紧固来固定安装在两个桩16之间的预定位置的加强件20.（C） 2013年，JPO＆INPIT

4. 发明专利

JP2006312876A Execution method of branch and meet of shielded tunnel 有权
标题翻译：支护隧道施工方法及其防护措施
公开(公告)号：JP2006312876A
公开(公告)日：2006-11-16
申请号：JP2006228891
申请日：2006-08-25
申请人： Shimizu Corp , 清水建設株式会社
发明人： ASO TOSHIMITSU , SHIBUE KUNIO , OKAZAKI MASAYOSHI , KONO SHIGEYUKI , GOTO TORU , TANAKA DAIZO , KUBO SHUTARO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To construct a branch-meeting part of a shielded tunnel which can be executed without exerting any influence on the ground, can reduce the construction time and the cost of execution, and can be safely executed. SOLUTION: An execution method of the branch and the meet of the shielded tunnel for connecting a branch-line tunnel to the side 8 of a main-line tunnel is provided with a cutting-part formation process and a tunnel-communication process. In the cutting-part formation process, a cutting part is formed by arranging cutting blocks 6 in the tunnel in proximity to the side 8 of the tunnel. Then in the tunnel-communication process, the branch-line tunnel is driven from the side 8 of the tunnel toward the interior of the cutting part, and is connected to the interior of the main-line tunnel. After the width-expansion part 10R overhanging outward in the tunnel width direction has been formed in the main-line tunnel, the cutting-part formation process and the tunnel-communication process are performed. Then the main-line tunnel and the branch-line tunnel are connected to each other on the tunnel side on the other side of the width-expansion part 10R in the tunnel width direction. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了构建可以执行而不对地面施加影响的屏蔽隧道的分支会议部分，可以减少施工时间和执行成本，并且可以安全地执行。解决方案：将分支线路隧道连接到主线隧道侧面8的分支和会议的分支和会议的执行方法被提供有切割部分形成处理和隧道通信处理。在切割部形成处理中，通过将隧道内的切割块6布置在隧道的侧面8附近来形成切割部。然后在隧道通信过程中，分支线隧道从隧道侧面8被驱动到切割部分的内部，并连接到主线隧道的内部。在主线隧道中已经形成了在隧道宽度方向上向外突出的宽度扩张部10R之后，进行切割部形成处理和隧道通信处理。然后，主隧道和分支线路隧道在隧道宽度方向上在宽度扩张部10R的另一侧的隧道侧相互连接。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2004148140A Method for treating mine-originated water 有权
公开(公告)号：JP2004148140A
公开(公告)日：2004-05-27
申请号：JP2002313281
申请日：2002-10-28
申请人： Nippon Shokubai Co Ltd , Shimizu Corp , 株式会社日本触媒 , 清水建設株式会社
发明人： OKAMURA KAZUHIRO , MASUDA YOSHIHIKO , ODANAKA HIROSHI , KATSURA SACHIKO , KONO SHIGEYUKI , HORIUCHI SUMIO , KIKUCHI TADASHI
IPC分类号： C02F1/00 , B01J20/26 , C08L101/14
摘要： PROBLEM TO BE SOLVED: To provide a method for treating mine-originated water by which a mine-originated water is absorbed in a water-absorbable resin and gelated and the applicability of which to a treatment plant of the mine-originated water is greatly enhanced by improving the durability of the produced water-insoluble gel. SOLUTION: At least part of the mine-originated water is gelated by absorbing the mine-originated water in the water-absorbable resin having an acid radical. The pH of a absorbing liquid in the gel is adjusted to ≥7, and the ratio of a counter ion of the acid radical of the water-absorbable resin in the gel to the acid radical is adjusted to 0.85 to 10. COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2004092034A Geological interpretation method 审中-公开
公开(公告)号：JP2004092034A
公开(公告)日：2004-03-25
申请号：JP2002250941
申请日：2002-08-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： SHIROMA HIROMICHI , ITO TETSUO , OSHIMA KENJI , HONDA MAKOTO , KONO SHIGEYUKI
IPC分类号： E02D1/00
摘要： PROBLEM TO BE SOLVED: To quickly, easily and precisely interpret a geological status of natural ground.
SOLUTION: A geological interpretation method comprises a step of setting a unit drilling section of natural ground property interpretation, a step of setting items of SOM input data, a step of converting drilling data on the unit drilling section into SOM input data with the use of drilling data corresponding to types of natural ground properties, a step of creating an SOM classification map from the converted SOM input data according to an SOM algorithm, a step of converting drilling data on a new unit drilling section to be interpreted into SOM input data, and a step of determining which type of natural ground property in the SOM classification map the SOM input data to be interpreted are identified as.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2004026598A Bentonite formulated shotcrete 审中-公开
公开(公告)号：JP2004026598A
公开(公告)日：2004-01-29
申请号：JP2002187298
申请日：2002-06-27
申请人： Shimizu Corp , 清水建設株式会社
发明人： KONO SHIGEYUKI , YAMAMOTO KAZUYOSHI , NAGURA KENJI , KURITA MORIAKI , ARASE JUNJI , NEMOTO HIROSHI
IPC分类号： C04B28/02 , C04B14/10 , C04B111/00
摘要： PROBLEM TO BE SOLVED: To suppress the occurrence of dust and to reduce the rebound caused in spraying in the properties of shotcrete used for the covering work for a mountain tunnel or the like.
SOLUTION: In the shotcrete composed of a formulation containing at least cement, bentonite, fine aggregate and water as components, the ratio of bentonite to cement by mass is controlled to be ≤20 mass%, preferably 2-10 mass%. As a result, the effect of equal to or above degree of dust and rebound compared to the conventional formulation using silica fume is attained and the reduction of cost is expected.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2014173441A blade 审中-公开
标题翻译：刀
公开(公告)号：JP2014173441A
公开(公告)日：2014-09-22
申请号：JP2013044345
申请日：2013-03-06
申请人： Shimizu Corp , 清水建設株式会社
发明人： KONO SHIGEYUKI , TOJO HIROSHI , TAKANASHI KAZUMITSU , YAMASHITA YUJI
IPC分类号： F03D11/00 , F03D1/06
CPC分类号： Y02E10/721
摘要： PROBLEM TO BE SOLVED: To enable a blade function to be kept by preventing crack or restricting extension of the crack and enable a maintenance work to be reduced.SOLUTION: There is provided a blade 1 for power generation facility extending radially along a radial direction around a rotating shaft. An entire outer surface 1a of a blade main body 1A is covered by a resin coating film 4A having antishock property composed of compound in which urea bonding formed by chemical reaction of isocyanate and hardener composed of amine is mainly applied, and an entire inner surface 1b of the blade main body 1A is covered by a resin coating 4B.
摘要翻译：要解决的问题：通过防止裂纹或限制裂纹的延伸来实现刀片功能的保持，并且能够减少维护工作。解决方案：设置有用于沿径向径向延伸的发电设备的刀片1 旋转轴。叶片主体1A的整个外表面1a由具有由主要应用异氰酸酯和由胺组成的固化剂形成的尿素键形成的脲键由化合物组成的具有抗休克性的树脂涂膜4A覆盖，整个内表面1b 叶片主体1A被树脂涂层4B覆盖。

9. 发明专利

JP2014047514A Ready-made pile 有权
标题翻译：准备制作
公开(公告)号：JP2014047514A
公开(公告)日：2014-03-17
申请号：JP2012190262
申请日：2012-08-30
申请人： Shimizu Corp , 清水建設株式会社
发明人： TAKANASHI KAZUMITSU , KONO SHIGEYUKI , ASO TOSHIMITSU
IPC分类号： E02D5/30 , E02D5/24
摘要： PROBLEM TO BE SOLVED: To provide a ready-made pile capable of securing vertical bearing resistance even when concrete of a pile body is destructed.SOLUTION: A surface of a concrete pile body 2 is coated with a resin reinforcement coat 3. The reinforcement coat 3 is a compound formed by a chemical reaction of isocyanate with a hardening agent made of at least either polyol or amine.
摘要翻译：要解决的问题：即使在桩体的混凝土被破坏的情况下，也可以提供能够确保垂直轴承阻力的现成的桩。解决方案：混凝土桩体2的表面涂有树脂增强涂层3.增强涂层 3是通过异氰酸酯与由至少多元醇或胺制成的硬化剂的化学反应形成的化合物。

10. 发明专利

JP2013245432A Reinforcement method of component 有权
标题翻译：组件加固方法
公开(公告)号：JP2013245432A
公开(公告)日：2013-12-09
申请号：JP2012117395
申请日：2012-05-23
申请人： Shimizu Corp , 清水建設株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , ASO TOSHIMITSU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an intended cut surface by cutting a carbon fiber sheet to form a fiber-reinforced resin film on a job site.SOLUTION: A sheet cutting step of cutting a carbon fiber sheet 15 to form an intended size or shape, a resin coating step of applying a resin 11 to the surface of a concrete skeleton 1, and a fiber sheet arranging step of arranging the cut carbon fiber sheet 15 on the surface of the concrete skeleton 1 coated with the resin 11 are performed. In the sheet cutting step, an adhesive tape is attached to the surface of the carbon fiber sheet along a position to be cut, and the carbon fiber sheet is cut together with the adhesive tape at the position to be cut. The adhesion between the supporting material 32 of an adhesive tape 30a and an adhesive material 31 is lower than the adhesion between the adhesive material 31 and carbon fiber 17 and the resin 11 of the carbon fiber sheet 15.
摘要翻译：要解决的问题：通过切割碳纤维片以在作业现场形成纤维增强树脂膜来提供预期的切割面。解决方案：切割碳纤维片15以形成预期尺寸或形状的片材切割步骤，将树脂11施加到混凝土骨架1的表面的树脂涂布工序，以及将被切割的碳纤维片15配置在涂布有树脂11的混凝土骨架1的表面上的纤维片布置工序。在片材切割工序中，沿着待切割的位置将粘合带附着在碳纤维片的表面上，并将碳纤维片与粘合带一起切割在待切割的位置。粘合带30a的支撑材料32与粘合材料31之间的粘合力低于粘合剂材料31和碳纤维17与碳纤维片15的树脂11之间的粘合力。

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