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1. 发明专利

JP2009114733A Stratal gas concentration measuring method and method 有权
标题翻译：气体浓度测量方法和方法
公开(公告)号：JP2009114733A
公开(公告)日：2009-05-28
申请号：JP2007288805
申请日：2007-11-06
申请人： Enzan Kobo:Kk , Zenitaka Corp , 株式会社演算工房 , 株式会社錢高組
发明人： TAKAYA HIDENAGA , KUDO TOSHIYUKI , TOKITA MUTSUO , SAITO MASARU , MORI MASATSUGU
IPC分类号： E21D9/06 , E21F7/00 , G01N1/22 , G01N27/12 , G01N27/16
摘要： PROBLEM TO BE SOLVED: To provide a stratal gas concentration measuring device and a stratal gas concentration measuring method by which the concentration of a gas element contained in a stratum can be grasped in a short time as the stratum is excavated by shield excavation or boring.
SOLUTION: The stratal gas concentration measuring device includes a gas/liquid separating unit which separates gas elements from a fluid material in a stratum or from muddy water containing earth and sand produced by excavating the stratum, a gas retaining unit which retains the separated gas elements, a gas concentration measuring unit which measures the gas concentration of a target gas element among the gas elements retained in the gas retaining unit in correspondence to an elapsed time from the start of measurement, a stratal gas concentration corresponding information deriving means which derives information corresponding to a gas concentration in the stratum, based on the tendency of a change in the gas concentration in the gas retaining unit that is defined by the relation between the gas concentration measured by the gas concentration measuring unit and the elapsed time.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种地层气体浓度测量装置和一种地层气体浓度测量方法，通过该层压气体浓度测量装置，通过盾构开挖挖掘地层，可以在短时间内掌握包含在层中的气体元素的浓度或无聊。气溶胶浓度测量装置包括气/液分离单元，其将气体元件与地层中的流体材料或通过挖掘地层产生的含有泥土的泥浆水分离;气体保持单元，其保留分离气体元素，气体浓度测量单元，其对应于从开始测量起经过的时间，测量保留在气体保持单元中的气体元件中的目标气体元素的气体浓度;气相浓度对应信息导出装置，基于由气体浓度测量单元测量的气体浓度与经过时间之间的关系定义的气体保持单元中的气体浓度变化的趋势，导出与层中气体浓度相对应的信息。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2013079164A Hydraulic material and filler 审中-公开
标题翻译：液压材料和填料
公开(公告)号：JP2013079164A
公开(公告)日：2013-05-02
申请号：JP2011219537
申请日：2011-10-03
申请人： Zenitaka Corp , 株式会社錢高組 , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： HARADA NAOYUKI , TAKENAKA KAZUYUKI , SAITO MASARU , TANAKA NOBUYUKI , MIYAWAKI KENJI , YOSHIHARA MASAHIRO
IPC分类号： C04B28/04 , C04B14/06 , C04B18/08 , C04B18/14
CPC分类号： Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic material that can more reduce thermal resistance of a cured product than when using an extender containing calcium carbonate as its main component and form the cured product which effectively dissipates heat of a heating element such as a power cable to be embedded and to provide a filler.SOLUTION: The hydraulic material forming the cured product in which the heating element is embedded is composed of: the extender containing the filler mainly consisting of silicon dioxide; and a solidifying material mainly consisting of cement.
摘要翻译：要解决的问题：提供一种与使用含有碳酸钙作为主要成分的增量剂相比，能够更好地降低固化物的耐热性的水硬性材料，形成有效地散发加热元件的热量的固化物，例如要嵌入的电力电缆并提供填充物。
解决方案：形成加热元件的固化产物的水硬性材料包括：包含主要由二氧化硅组成的填料的增量剂; 和主要由水泥组成的固化材料。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2009274937A Blending design method of coal ash filler 有权
标题翻译：煤灰填料的混合设计方法
公开(公告)号：JP2009274937A
公开(公告)日：2009-11-26
申请号：JP2008129708
申请日：2008-05-16
申请人： Sumitomo Osaka Cement Co Ltd , Tohoku Electric Power Co Inc , Zenitaka Corp , 住友大阪セメント株式会社 , 東北電力株式会社 , 株式会社錢高組
发明人： WADA MICHIJI , SAITO MASARU , HARADA NAOYUKI , YOSHIHARA MASAHIRO , TANAKA NOBUYUKI , ISHIKAWA KOZO
IPC分类号： C04B28/02 , C04B18/08
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a blending design method of a coal ash filler, which method can use a raw powder of coal ash without inquiring the kind of coal ash, especially the kind of fly ash, and can simply determine the blending quantity of each material blended into a coal ash filler slurry having a desired fluidity numeric value. SOLUTION: A correlation equation of a fluidity numeric value 1 indicating the fluidity of a coal ash slurry 1 including fly ash and water with a given mixing ratio and a unit quantity of water W3 of a coal ash cement mixture slurry 2 consisting of cement, fly ash, and water and exhibiting a specified flowability is obtained. On the basis of the correlation equation, the blending quantity in the coal ash filler slurry comprising cement, fly ash, and water can be determined simply. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供煤灰填料的混合设计方法，该方法可以使用煤灰的原粉，而不查询煤灰的种类，特别是粉煤灰的种类，并且可以简单地确定混合到具有所需流动性数值的煤灰填料浆料中的每种材料的混合量。解决方案：表示包含飞灰和水的煤灰浆料1具有给定混合比和煤灰水泥混合料浆料2的单位水量W3的流动性数值1的相关方程式，其组成为水泥，飞灰和水，并获得指定的流动性。在相关方程的基础上，可以简单地确定包含水泥，飞灰和水的煤灰填料浆料中的混合量。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2006291563A Joint for segment and segment with the joint 有权
标题翻译：联合分部和分部联合
公开(公告)号：JP2006291563A
公开(公告)日：2006-10-26
申请号：JP2005113501
申请日：2005-04-11
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Zenitaka Corp , 株式会社錢高組
发明人： SAITO MASARU , MORI MASATSUGU , NAKASUJI TOMOYUKI , SUDO OSAMU , HAYASHI NOBUO , IWASAKI YOSHITAKA
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To connect segments to each other by a single operation and release the connection thereof without breaking the joints of the segments after the connection.
SOLUTION: This joint for the segment comprises a tube body 5 for supporting a stopper having a pair of claw access ports 5A formed therein oppositely to each other and a stopper 6 fitted into the tube body 5 for supporting the stopper. The tube body 5 for supporting the stopper is projectedly formed at the tube body fixing opening 2 portion of one joint plate 1A. The stopper 6 is formed of a pair of claw members 7 and an elastic member 8. The claw members 7 are formed in a converging tapered shape toward the projected end of the stopper supporting tube body 5. The elastic member 8 is detachably held between the claw members 7. When the stopper supporting tube body 5 is inserted into the joint hole of the other joint plate 1B of the other segment, the claw members 7 are projected from the claw access ports 5A by the elastic force of the elastic member 8 and engaged with the other joint plate 1B of the other segment.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过单个操作将段彼此连接，并且在连接之后释放其连接而不破坏段的关节。 <！ - SIPO - >部分的该接头包括用于支撑止动器的管体5，该止动器具有彼此相对地形成的一对爪进入口5A和装配到管体5中用于支撑止动器的止动件6。用于支撑止动件的管体5突出地形成在一个接合板1A的管体固定开口2部分处。止动件6由一对爪构件7和弹性构件8构成。爪构件7朝向止动器支撑管体5的突出端呈会聚锥形形状。弹性构件8可拆卸地保持在爪部件7.当止动器支撑筒体5插入到另一部分的另一个接合板1B的接合孔中时，爪部件7通过弹性部件8的弹力从爪进入口5A突出，与另一段的另一接合板1B接合。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006161544A Steel shell joining device, steel shell, outer shell and outer shell preceding tunnel construction method 有权
标题翻译：钢壳加固装置，钢壳，外壳和外壳预制隧道施工方法
公开(公告)号：JP2006161544A
公开(公告)日：2006-06-22
申请号：JP2005303150
申请日：2005-10-18
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Zenitaka Corp , 株式会社錢高組
发明人： HARADA NAOYUKI , TSUNODA KUNISUKE , NAKASUJI TOMOYUKI , SAITO MASARU , HAYASHI NOBUO , SUDO OSAMU , MATSUOKA KAORU
IPC分类号： E21D11/04 , F16B7/00
摘要： PROBLEM TO BE SOLVED: To shorten the construction period and reduce the labor by improving propulsion accuracy of a steel shell and reducing the number of steel shells to be used, and to improve the structural strength of an outer shell by improving adhesion performance between the steel shells by preventing earth, sand, etc., from flowing into the joint part of the steel shells. SOLUTION: The joining device 114 for the steel shells comprises a preceding-side cross sectional C-shaped channel 117 formed in a precedent steel shell 115 installed precedingly, a following-side cross sectional C-shaped channel 118 formed in a following steel shell 116 installed following the precedent steel shell 115, a joint metal 125 slidably inserted into the C-shaped channels 117, 118 and provided with engaging parts 126, 127 at both ends, and fastening means 123, 124 for fastening and fixing base end faces 121, 122 for fastening the two. When the following steel shell is installed, the joint metal 125 advances together with the following steel shell 116 in a state that the engaging parts 126, 127 at both ends are inserted into the C-shaped channels 117, 118, respectively. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过提高钢壳的推进精度和减少使用的钢壳数量来缩短施工周期和减少劳动力，并通过提高粘合性能来提高外壳的结构强度钢壳之间通过防止土，沙等流入钢壳的接合部分。解决方案：用于钢壳的接合装置114包括形成在先前安装的先前钢壳115中的前侧横截面C形通道117，后面形成的后侧横截面C形通道118 安装在先前钢壳115之后的钢壳116，可滑动地插入到C形通道117,118中并且在两端设置有接合部分126,127的接合金属125以及用于紧固和固定基端的紧固装置123,124 面121,122用于固定两者。当安装以下钢壳时，接合金属125在两端的接合部分126,127分别插入C形通道117,118的状态下与以下钢壳116一起前进。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2006118456A Linear squeeze type force-feed device 有权
标题翻译：线性立方体式输送装置
公开(公告)号：JP2006118456A
公开(公告)日：2006-05-11
申请号：JP2004308291
申请日：2004-10-22
申请人： Tomosada Kenki:Kk , Zenitaka Corp , 株式会社友定建機 , 株式会社錢高組
发明人： MORI MASATSUGU , SAITO MASARU , FUKADA KAZUYUKI , MAEKAWA SHINJI , SEIKE SHINJI
IPC分类号： F04B43/12
摘要： PROBLEM TO BE SOLVED: To provide a linear squeeze type force-feed device requiring less tube arrangement space, capable of coping with a variation in flow resistance of various fluids, enabling the extension of the service life of a tube, having reduced size, simplified structure, and excellent fluid force-feeding power.
SOLUTION: This linear squeeze type force-feed device 1 comprises a pair of holdingly pressing means 9 disposed on both sides of the tube 7 and holdingly pressing the tube 7, a pair of carrying means 11 holding the pair of holdingly pressing means 9 and carrying them on a loop rail 13, and a drive means 15 driving the pair of carrying means 11 in synchronism with each other in a force-feed direction. A linear carrying part 31 linearly moving the holdingly pressing means 9 along the tube 7 is installed on the loop rail 13.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种线性挤压式加力装置，其需要更少的管布置空间，能够应对各种流体的流动阻力的变化，从而能够延长管的使用寿命，减少了尺寸小，结构简单，流体力强大等优点。解决方案：该线性挤压式加力装置1包括一对设置在管7的两侧并保持按压管7的保压装置9，一对承载装置11，其保持一对保压装置并且将它们携带在环形轨道13上，以及驱动装置15，其在一个加力方向上彼此同步地驱动一对传送装置11。沿着管7直线移动保持按压装置9的线性承载部31安装在环形轨道13上。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2013124898A Volume reduction method of cesium containing soil using power processing agent, volume reduction processing system for cesium containing soil and power processing agent for cesium removal 有权
标题翻译：使用电力加工代理的含有土壤的土壤的体积减少方法，用于含有土壤的电解质的体积减少处理系统和用于去除蒸发的电力处理剂
公开(公告)号：JP2013124898A
公开(公告)日：2013-06-24
申请号：JP2011273066
申请日：2011-12-14
申请人： Zenitaka Corp , 株式会社錢高組 , Hymo Corp , ハイモ株式会社
发明人： SAITO MASARU , TSUNODA KUNISUKE , ABE SATOSHI , ABE NOBUHIKO , SATO KAZUYUKI
IPC分类号： G21F9/28 , B01D21/01 , B01J20/02 , B01J20/12 , B09C1/00 , B09C1/02 , B09C1/08 , C02F1/52 , C02F1/56 , G21F9/10 , G21F9/12
摘要： PROBLEM TO BE SOLVED: To provide a volume reduction method of cesium containing soil, capable of easily processing soil contaminated by cesium by directly adding a power processing agent to cleaning water for the soil.SOLUTION: A volume reduction method includes the steps of: cleaning cesium containing soil by adding water thereto (soil cleaning step); thereafter, classifying the soil into cleaned soil containing stones and sand and cleaning slurry in which fine particles are dispersed (classification step); forming a flock by adding and stirring a first powder processing agent containing an adsorbate, carbonate, inorganic coagulant and polymer coagulant to the cleaning slurry (first flocking step); and thereafter, performing solid-liquid separation (first separation step). The polymer coagulant contained in the first powder processing agent is a mixture of a first polymer coagulant and a second polymer coagulant, the first polymer coagulant uses a copolymer of acrylamide and sodium acrylate, and the second polymer coagulant uses a copolymer of acrylamide and 2-acrylamide-2-methylpropane sulfonic acid sodium.
摘要翻译：要解决的问题：提供含铯土壤的体积减少方法，其能够通过直接添加动力处理剂来清洁土壤的水来容易地加工被铯污染的土壤。解决方案：体积减小方法包括以下步骤：通过向其中加入水来清洁含铯的土壤（土壤清洁步骤）; 然后将土壤分类到含有石块和砂的清洁土壤中，并清洁其中分散细颗粒的浆料（分级步骤）; 通过向清洗浆料（第一植绒步骤）中加入并搅拌含有被吸附物，碳酸盐，无机凝结剂和聚合物凝结剂的第一粉末处理剂，形成绒毛; 然后进行固液分离（第一分离工序）。第一粉末处理剂中所含的聚合物凝结剂是第一聚合物凝结剂和第二聚合物凝结剂的混合物，第一聚合物凝结剂使用丙烯酰胺和丙烯酸钠的共聚物，第二聚合物凝结剂使用丙烯酰胺和2- 丙烯酰胺-2-甲基丙磺酸钠。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2013031793A Disposal method of sludge waste 审中-公开
标题翻译：垃圾处理方法
公开(公告)号：JP2013031793A
公开(公告)日：2013-02-14
申请号：JP2011168345
申请日：2011-08-01
申请人： Zenitaka Corp , 株式会社錢高組
发明人： FUKADA KAZUYUKI , SAITO MASARU , HARADA NAOYUKI , TSUNODA KUNISUKE
IPC分类号： C02F11/00 , B09B1/00 , B09B3/00 , B09B5/00
摘要： PROBLEM TO BE SOLVED: To provide a disposal method of sludge waste, by which disposal space of a large amount of sludge waste produced by natural disaster such as an earthquake, a flood, a tsunami and a typhoon can be easily secured and the sludge waste can be treated at low cost.SOLUTION: The disposal method of sludge waste includes: a classification process for classifying disposal targets being sludge waste into two or more groups having different grain size; and an underground input process for compulsorily inputting at least one group of the disposal target among two or more groups into an underground gap. The underground input process is carried out by an input method handling the grain size of each group.
摘要翻译：要解决的问题：为了提供污泥废弃物的处理方法，可以容易地确保由诸如地震，洪水，海啸和台风等自然灾害产生的大量污泥废物的处理空间，污泥废物可以低成本处理。污泥处理方法包括：将污泥废物处理目标分类为两个或两个以上粒度不同的组的分类程序; 以及将两组以上组中的至少一组处置对象强制输入地下间隙的地下输入处理。地下输入过程通过处理每个组的粒度的输入方法进行。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012102549A Ground modification method in caisson method 有权
标题翻译： CAISSON方法的接地修改方法
公开(公告)号：JP2012102549A
公开(公告)日：2012-05-31
申请号：JP2010252176
申请日：2010-11-10
申请人： Japan Railway Construction Transport & Technology Agency , Nippon Shokubai Co Ltd , Yamaha Tokyo Co Ltd , Zenitaka Corp , 株式会社ヤマハ化工東京 , 株式会社日本触媒 , 株式会社錢高組 , 独立行政法人鉄道建設・運輸施設整備支援機構
发明人： MORINO TATSUYA , NISHI YASUHIKO , TAKENAKA KAZUYUKI , SHIRAKO MASANORI , MORI MASATSUGU , SAITO MASARU , YAMAGISHI HIDEAKI , OCHIAI KOICHI , OKAMOTO KOICHI
IPC分类号： E02D23/14
摘要： PROBLEM TO BE SOLVED: To enhance the stability of a caisson structure, which is installed underground, by erasing the friction reduction effect of the ground around a caisson after the caisson structure is constructed in a caisson method in which the slide contact resistance between the ground and the caisson is reduced by using a friction reduction sheet.SOLUTION: In a ground modification method in a caisson method, when a caisson structure of a prescribed depth is constructed while a caisson skeleton is sunk down underground by every prescribed stroke, an invalidating processing of friction reduction effect is performed for erasing the friction reduction effect of a friction reduction material of a friction reduction sheet in the caisson structure formed by interposing, between the ground and the caisson skeleton, the friction reduction sheet having the friction reduction material for reducing the slide contact resistance between the ground and the caisson skeleton and sinking down the caisson skeleton.
摘要翻译：要解决的问题：为了提高安装在地下的沉箱结构的稳定性，通过在沉箱结构构造后，通过在沉箱方法中清除围绕沉箱的地面的摩擦降低效果，其中滑动接触电阻通过使用减摩片来减少地面和沉箱之间的摩擦。解决方案：在沉箱方式的地面修改方法中，当沉井骨架在每个规定的行程下沉入地下时构造规定深度的沉箱结构时，执行摩擦降低效果的无效处理以擦除通过在地面和沉箱骨架之间插入形成的沉箱结构中的摩擦减小片材的摩擦减小材料的摩擦减小效果，具有用于降低地面和沉箱之间的滑动接触电阻的摩擦减小材料的摩擦减小片材骨架，沉没沉箱骨架。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2007120229A Soil improving method 审中-公开
标题翻译：土壤改良方法
公开(公告)号：JP2007120229A
公开(公告)日：2007-05-17
申请号：JP2005316384
申请日：2005-10-31
申请人： Ak Chemical Kk , Zenitaka Corp , エーケーケミカル株式会社 , 株式会社錢高組
发明人： SAITO MASARU , TSUNODA KUNISUKE , KOBAYASHI KAZUO , MATSUZAKI KOJI
IPC分类号： E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide an economical and safe soil improving method having little influence on the surrounding environment by which the soil of a construction area of large-scale and large capacity can be improved efficiently and in a short period by a comparatively compact system, a solidification material of various properties can be added with a high kneading efficiency and without a loss irrespective of the purpose and the use, and contribution can be attained to obtain the improved soil with high quality and stability.
SOLUTION: In the soil improving method, construction area A from which the surface layer soil H is taken by excavation for the soil improvement is partitioned into construction yards B each having a predetermined unit area. The surface layer soil H of a predetermined excavation depth S in the construction yard B of the unit area is collected and is conveyed to a soil improving area C in the construction yard B having a soil improving device 4 installed therein to conduct the soil improvement. Part or whole of the improved soil G is substantially returned to the place where the surface layer soil H is used to be.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种经济，安全的土壤改良方法，对周围环境影响不大，通过该方法可以有效地提高大容量和大容量建筑面积的土壤，并在短时间内通过比较紧凑的系统，不管目的和用途如何，可以以高捏合效率和不损失的方式添加各种性能的固化材料，并且可以获得获得具有高质量和稳定性的改进的土壤的贡献。解决方案：在土壤改良方法中，通过开挖土壤改良而将表层土H从其中取出的施工区域A被划分成具有预定单位面积的施工场地B。收集单位面积的施工场地B中的预定挖掘深度S的表层土壤H，并将其输送到施工场所B中的土壤改质区域C，其中安装有土壤改良装置4以进行土壤改良。改进的土壤G的一部分或全部基本上返回到表层土壤H被使用的地方。版权所有（C）2007，JPO＆INPIT

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