专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2004239640A Method of predicting geological properties in front of ground excavation part 有权
公开(公告)号：JP2004239640A
公开(公告)日：2004-08-26
申请号：JP2003026336
申请日：2003-02-03
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , IMAOKA HIKOZO , KOIZUMI NAOTO , MATSUGUCHI KAZUHIKO , SUZUKI TETSUO , KANEKO NORIYOSHI , KUROMATSU KATSURO , UTAGAWA NORIYUKI , BAN TORU , KONDO SATORU
IPC分类号： E21D9/00 , G01C15/00 , G01V9/00
摘要： PROBLEM TO BE SOLVED: To make geological properties in front of a working face simply predictable and with high accuracy as a part of routine execution management while performing excavation work without needing a particular geophysical exploration measuring instrument. SOLUTION: In a three-dimensional finite element method analysis model, arbitrary observation points are set up inside a tunnel under excavation, displacement measurement data measuring displacement of the observation points by effects of the excavation of predetermined intervals is obtained, and progress of the excavation of the tunnel is reflected. And, a ground constant in front of the working face is identified by performing an inverse analysis making the measurement data a given condition. The displacement measurement data of the observation points is made any or a combination of the displacement components in 1-3 axial directions including at least the displacement component in a tunnel axial direction. In the inverse analysis, block allocation is beforehand performed every predetermined region, and the inverse analysis is performed under the condition that the ground constant is a constant value in the inside of each block region. COPYRIGHT: (C)2004,JPO&NCIPI

2. 发明专利

JP2005105651A Method of evaluating natural ground in front of ground excavation part 有权
标题翻译：地面开挖部分地球自然评价方法
公开(公告)号：JP2005105651A
公开(公告)日：2005-04-21
申请号：JP2003339747
申请日：2003-09-30
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , IMAOKA HIKOZO , SUZUKI TETSUO , KANEKO NORIYOSHI , UTAGAWA NORIYUKI , KOIZUMI NAOTO , BAN SUSUMU , SUZUKI HITOSHI , KAWASAKI MASASHI , NAKAMURA NOBUAKI , KIHARA SHINJI , HONDA SEIGO
IPC分类号： E21D9/00 , E21D9/06 , G01V9/00
摘要： PROBLEM TO BE SOLVED: To easily predict the natural ground in front of a cutting face, as a part of daily construction control, while simultaneously performing with boring advance work, without requiring a special geophysical exploration measuring instrument. SOLUTION: In an excavation process, a boundary point between a tunnel wall surface and the cutting face or an observation point set in a vicinal area of the boundary point, is measured before and after excavation of one cycle or a plurality of cycles, and work is successively repeated for determining a displacement quantity by influence of the excavation of the one cycle or the plurality of cycles from this measuring result, to thereby determine a natural ground state in front of the natural ground on the basis of an increase-decrease tendency of this displacement quantity. Actually, when any of the tunnel axial directional displacement quantity, a tunnel cross-sectional vertical directional displacement quantity, and a tunnel cross-sectional horizontal directional displacement quantity, or a displacement quantity of these combination indicates an increasing tendency, a determination is made that a weak stratum belt exists in front of the natural ground. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了方便地预测切割面前的自然地面，作为日常施工控制的一部分，同时进行无聊的前进工作，而不需要特殊的地球物理勘探测量仪器。解决方案：在挖掘过程中，在一个循环或多个周期的挖掘之前和之后测量隧道壁表面与切割面之间的边界点或设置在边界点附近区域的观察点并且根据该测量结果，通过影响一个周期或多个周期的挖掘来确定位移量，从而基于增加量来确定自然地面前方的自然基态，减少排量的趋势。实际上，当任何隧道轴向位移量，隧道横截面垂直方向位移量和隧道横截面水平方向位移量或这些组合的位移量表示增加趋势时，确定自然界前面存在一个薄弱的地层带。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2007039873A Heat environment improving method and improving structure of space 有权
标题翻译：加热环境改善方法和改进空间结构
公开(公告)号：JP2007039873A
公开(公告)日：2007-02-15
申请号：JP2005198778
申请日：2005-07-07
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： IMAOKA HIKOZO , KANEKO NORIYOSHI , UTAGAWA NORIYUKI , UNO YOSHIKI , ORIMO TOSHIYASU , KIKUTA DOUSEN , MIYAJIMA KAZUTOYO , ICHINO DAISUKE , KAWAHARA MUTSUTO
IPC分类号： E01C11/24
摘要： PROBLEM TO BE SOLVED: To impart further high comfortableness to a walking human being by improving a heat environment of a space by restraining a rise in the ground surface temperature.
SOLUTION: Temperature rise restraining countermeasure areas 2 to the ground surface and its non-countermeasure areas 3 are alternately formed. The temperature rise restraining countermeasure areas 2 and its non-countermeasure areas 3 are desirably formed in a width of at least 2 m or more, and the divided number is also set to at least 4 or more. The temperature rise restraining countermeasure is any or a combination of a wetting countermeasure of the ground surface by water supply, construction of water retentive pavement, pavement surface treatment by coating of a heat shielding material, water sprinkling to the ground surface and lightness difference imparting processing.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过抑制地面温度的上升，通过改善空间的热环境来赋予步行人更高的舒适性。解决方案：交替地形成对地面及其非对策区域3的温度上升抑制对策区域2。温度上升抑制对策区域2及其非对策区域3期望地形成为至少2m以上的宽度，分割数量也设定为至少4以上。升温抑制对策是通过供水，保水路面的构造，隔热材料的涂布路面表面处理，喷洒在地面上的水和亮度差赋予处理中的任何一种或组合的地面的润湿对策。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2009138516A Lining concrete structure and its construction method 有权
标题翻译：混凝土结构及其施工方法
公开(公告)号：JP2009138516A
公开(公告)日：2009-06-25
申请号：JP2008212354
申请日：2008-08-21
申请人： Kanazawa Inst Of Technology , Sato Kogyo Co Ltd , West Nippon Expressway Co Ltd , 佐藤工業株式会社 , 学校法人金沢工業大学 , 西日本高速道路株式会社
发明人： KOIZUMI NAOTO , KYOMEN TSUGIHIKO , FUKUSHIMA KAZUYUKI , UTAGAWA NORIYUKI , UNO YOSHIKI , KIMURA SADAO , SUZUKI MASARU , UENO KIYOSHI , TANAKA YASUICHIRO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining concrete structure and a construction method of the lining concrete structure constituted to maximize a reinforcing effect of a lining concrete layer after suppressing an impediment and an ill effect on the installation of various facilities essential for the lining concrete structure while preventing flaking and falling of concrete pieces by suppressing cracking, chipping, and the like of the inner surface side surface of the lining concrete layer as a new lining concrete structure.
SOLUTION: The lining concrete structure constructed by placing concrete every span of an arch center in a tunnel under construction is constituted to dispose gridded or meshed fiber-reinforced sheets at the inner surface side part of a part above a spring line in a range of 100 cm or less each from both ends of one span portion of the arch center of the lining concrete structure, in a state of being embedded in the inner surface side surface or near the surface in the integrated state with the inner surface side part of the lining concrete layer.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种衬砌混凝土结构和衬砌混凝土结构的施工方法，其在抑制障碍物之后使衬砌混凝土层的增强效果最大化，并且对安装必要的各种设施产生不良影响衬里混凝土结构，同时通过抑制衬里混凝土层的内表面侧表面的裂纹，破碎等作为新的衬里混凝土结构，防止混凝土片的剥落和塌落。
解决方案：将建筑物中的拱形中心的每一跨度混凝土构造的衬砌混凝土结构体构成为将网格或网状纤维增强片材放置在弹簧线上方的部分的内表面侧部分在衬里混凝土结构的拱形中心的一个跨距部分的两端各自的距离为100cm以下，处于嵌入内表面侧表面或与表面侧部的整体状态的表面附近的状态的衬里混凝土层。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2009072747A Water treatment apparatus utilizing microbubbles and water treatment method 有权
标题翻译：水处理设备利用微生物和水处理方法
公开(公告)号：JP2009072747A
公开(公告)日：2009-04-09
申请号：JP2007246918
申请日：2007-09-25
申请人： Sato Kogyo Co Ltd , Univ Of Tsukuba , 佐藤工業株式会社 , 国立大学法人筑波大学
发明人： HIRONAKA YOSHIAKI , KOMATA FUMIYOSHI , UTAGAWA NORIYUKI , KUSUOKA HIROYASU , KANEKO NORIYOSHI , ABE TOSHITATSU
IPC分类号： C02F1/56 , B01D21/00 , B01D21/01 , B01D21/02 , B01D24/02 , B01D24/46 , B01D29/62 , B01F3/04 , B01F5/00
摘要： PROBLEM TO BE SOLVED: To provide a water treatment apparatus capable of reducing the consumption of a flocculant, shortening a treatment time, and separating and removing finer particulates, and to provide a water treatment method.
SOLUTION: The water treatment apparatus using microbubbles has a raw water tank (first process) for storing raw water being water to be treated and the water discharge tank (final process) connected from the raw water tank so as to guide water and purifying the guided water to discharge the purified water. Intermediate processes, that is, a flocculant charging means, a mixing means, a floc separation tank and a sludge storage tank are connected across the raw water tank and the water discharge tank, and a microbubble forming means and a filter medium or another separation means are arranged in the water discharge tank.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够降低絮凝剂的消耗，缩短处理时间以及分离和除去更细的颗粒的水处理装置，并提供水处理方法。＆lt; P＆gt;解决方案：使用微泡的水处理装置具有用于储存作为待处理水的原水的原水槽（第一工序）和从原水槽连接的排水槽（最终工序），以引导水和净化引导水以排出净化水。中间工艺，即絮凝剂装料装置，混合装置，絮凝物分离罐和污泥储罐在原水槽和排水槽之间连接，微泡形成装置和过滤介质或其它分离装置排放在排水槽中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2010243402A Method and device for measuring strength of early-age concrete 有权
标题翻译：用于测量早期混凝土强度的方法和装置
公开(公告)号：JP2010243402A
公开(公告)日：2010-10-28
申请号：JP2009094142
申请日：2009-04-08
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： UNO YOSHIKI , UTAGAWA NORIYUKI , KITAGAWA SHINYA , KANEKO SEIJI
IPC分类号： G01N3/00 , E04G21/02 , G01N3/42
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for measuring a strength of an early-age concrete, suited to measure the concrete strength at a lining edge. SOLUTION: The method for measuring a strength of an early-age concrete at a lining edge by the device for measuring a strength of an early age concrete, for determining the time of removing a mold form of lining concrete placed using the mold form, includes disposing previously a fixed member at a position of the lining edge of the mold form, exposing the surface of the fixed member and the surface of the lining concrete at a strength measuring position, and the measuring device is attached and fixed to the fixed member to measure the concrete strength. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于测量早期混凝土的强度的方法和装置，其适于测量衬里边缘处的混凝土强度。解决方案：用于测量早期混凝土的强度的装置来测量衬里边缘的早期混凝土的强度的方法，用于确定使用模具放置的衬里混凝土的模具形式的移除时间预先将固定部件设置在模具的内侧边缘的位置，将固定部件的表面和衬里混凝土的表面暴露在强度测量位置，并将测量装置固定到固定件测量混凝土强度。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2010012370A Method and apparatus for floating and collecting pollutant 有权
标题翻译：用于浮选和收集污染物的方法和装置
公开(公告)号：JP2010012370A
公开(公告)日：2010-01-21
申请号：JP2008172005
申请日：2008-07-01
申请人： Sato Kogyo Co Ltd , Univ Of Tsukuba , Wakachiku Construction Co Ltd , 佐藤工業株式会社 , 国立大学法人筑波大学 , 若築建設株式会社
发明人： ABE TOSHITATSU , KOMATA FUMIYOSHI , UTAGAWA NORIYUKI , KANEKO NORIYOSHI , KUSUOKA HIROYASU , SAKANOI HIDEKI , KIMATA YOICHI
IPC分类号： C02F1/24 , C02F1/52 , C02F1/56
摘要： PROBLEM TO BE SOLVED: To provide a method and apparatus for floating and collecting pollutants which can quickly separate and collect even particulate pollutants floating in raw water. SOLUTION: In the method and apparatus for floating and collecting pollutants, a floc flotation promoting device having a plurality of slitted and/or capillary passages allowing a circulating flow of the raw water and bubbles to pass through from the lower part to the upper part, and a bubble generator for generating the bubbles in the raw water are disposed in a treatment tank for introducing and storing the raw water containing pollutants flocculated by an inorganic flocculant, the bubbles are generated in the lower areas of a plurality of the slitted and/or capillary passages, and a part or the whole of the generated bubbles are made to pass through a plurality of the slitted and/or capillary passages to be floated or circulated, which makes the bubbles adhere to the flocculated pollutants and flocculates the pollutants and promotes bonding of the pollutants to which the bubbles have adhered to collect the flocculated pollutants floated by the adhesion of the bubbles. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供漂浮和收集污染物的方法和装置，其可以快速分离和收集漂浮在原水中的颗粒污染物。解决方案：在用于漂浮和收集污染物的方法和装置中，一种絮凝浮选促进装置，具有多个狭缝和/或毛细通道，允许原水和气泡的循环流动从下部通过到上部部分和用于在原水中产生气泡的气泡发生器设置在用于引入和存储含有由无机絮凝剂絮凝的污染物的原水的处理槽中，在多个切割的下部区域中产生气泡和/或毛细通道，使一部分或全部生成的气泡通过多个待漂浮或循环的切割和/或毛细通道，这使得气泡粘附于絮凝的污染物并絮凝污染物并且促进粘附有气泡的污染物的结合，以收集通过气泡的粘附而漂浮的絮凝污染物。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008002170A Soil improving method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2008002170A
公开(公告)日：2008-01-10
申请号：JP2006173151
申请日：2006-06-22
申请人： Sato Kogyo Co Ltd , Naoaki Suemasa , Univ Of Tsukuba , 佐藤工業株式会社 , 国立大学法人筑波大学 , 直晃末政
发明人： NAGAO KOICHI , MAEDA YUKIO , UTAGAWA NORIYUKI , SUEMASA NAOAKI , ABE TOSHITATSU
IPC分类号： E02D27/34 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To improve soil by uniformly lowering the degree of saturation in a wide range of an object area of the ground. SOLUTION: Injection water W with a large number of ultrafine air bubbles less than 10 μm in diameter is injected in the object area to be improved in soil strength. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过均匀降低地面物体区域的宽范围内的饱和度来改善土壤。
解决方案：在物体区域注入具有大于10μm直径的大量超细气泡的注入水W，以提高土壤强度。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2007191358A Micorobubble incorporated material, microbubble incorporated cement based material, and method and apparatus for producing the microbubble incorporated cement based material 有权
标题翻译：微生物掺合材料，基于微晶混合水泥的材料，以及用于生产基于微结构的水泥基材料的方法和装置
公开(公告)号：JP2007191358A
公开(公告)日：2007-08-02
申请号：JP2006011947
申请日：2006-01-20
申请人： Kawada Construction Co Ltd , Sato Kogyo Co Ltd , Univ Of Tsukuba , Wakachiku Construction Co Ltd , 佐藤工業株式会社 , 国立大学法人筑波大学 , 川田建設株式会社 , 若築建設株式会社
发明人： ABE TOSHITATSU , FURUMURA TAKASHI , KANTO KEIJU , IMAOKA HIKOZO , KOMATA FUMIYOSHI , KANEKO NORIYOSHI , KUSUOKA HIROYASU , UTAGAWA NORIYUKI , WATANABE YOJIRO , KIMATA YOICHI
IPC分类号： C04B38/10 , B28C7/10
CPC分类号： C04B22/002 , C04B28/02 , C04B38/10 , C04B20/02 , C04B14/02 , C04B38/0054 , C04B7/00
摘要： PROBLEM TO BE SOLVED: To apply a microbubble technology as a method of incorporating bubbles in place of an admixture such as a conventional AE agent, blowing agent or foaming agent in the production of mortar or concrete. SOLUTION: In the apparatus 20 for producing cement milk, mortar or concrete, a circulation flow passage 22 for sending from a mixer 21 and returning to the mixer 21 is formed to the mixer 21 for kneading cement milk, mortar or concrete and a microbubble generation apparatus 1 and a pump 24 are arranged in the middle of the circulation flow passage 22. The microbubbles are introduced into the cement milk, mortar or concrete by kneading cement and if need, aggregate with kneading water and passing the cement milk, mortar or concrete through the microbubble generation apparatus 1. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在生产砂浆或混凝土时，应用微泡技术作为引入气泡代替诸如常规AE剂，发泡剂或发泡剂的混合物的方法。解决方案：在用于生产水泥乳，砂浆或混凝土的装置20中，将用于从混合器21送出并返回到混合器21的循环流动通道22形成到用于捏合水泥浆，砂浆或混凝土的混合器21中，微循环产生装置1和泵24布置在循环流动通道22的中间。微泡通过捏合水泥被引入水泥乳，砂浆或混凝土中，并且如果需要，用捏合水聚集并通过水泥乳，砂浆或混凝土通过微泡生成装置1.版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2014106102A Noncontact acoustic inspection device and noncontact acoustic inspection method 有权
标题翻译：非接触式声学检测装置和非接触式声学检测方法
公开(公告)号：JP2014106102A
公开(公告)日：2014-06-09
申请号：JP2012258888
申请日：2012-11-27
申请人： Kageyoshi Katakura , 景義片倉 , Toin Gakuen , 学校法人桐蔭学園 , Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： KATAKURA KAGEYOSHI , SUGIMOTO TSUNEMI , UTAGAWA NORIYUKI
IPC分类号： G01N29/04 , G01N29/00 , G01N29/38
摘要： PROBLEM TO BE SOLVED: To improve performance for detecting a defective part in a noncontact acoustic inspection method by removing an adverse effect due to an excited acoustic wave made incident on an optical detection system in an inspection device of vibrations inside a solid to be utilized for internal defect detection or the like of a concrete structure.SOLUTION: By using acoustic waves limited to the specific time, and paying attention to the time structure of direct acoustic waves or reflected acoustic waves from a periphery structure, influence on an optical detection system by such acoustic waves is removed, and by using only object signals to be optically detected, an adverse effect due to an excited acoustic wave is reduced and highly accurate detection of a target defect is made possible.
摘要翻译：要解决的问题：为了提高在非接触式声学检查方法中检测缺陷部分的性能，通过消除由于入射到固体中的振动检测装置中的入射到光学检测系统上的激发的声波而产生的不利影响，以用于内部缺陷检测等具体结构。解决方案：通过使用限于特定时间的声波，注意来自周边结构的直接声波或反射声波的时间结构，对光学检测系统的影响除去这样的声波，通过仅使用光学检测对象信号，可以降低由激发的声波引起的不利影响，从而可以高精度地检测目标缺陷。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式