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1. 发明专利

JP2008095369A Manhole reinforcing method 有权
标题翻译：曼彻斯特加固方法
公开(公告)号：JP2008095369A
公开(公告)日：2008-04-24
申请号：JP2006277658
申请日：2006-10-11
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Kansai Electric Power Co Inc:The , Sowa Sekkei Koji Kk , 双和設計工事株式会社 , 芦森エンジニアリング株式会社 , 芦森工業株式会社 , 関西電力株式会社
发明人： ASARI KAZUNARI , NAKAMURA TOSHIHIRO , AZUMA KATSUHIKO , TSUCHIYA TSUTOMU , SUGAYA YUKIO , TANAKA RYOHEI
IPC分类号： E02D29/12
摘要： PROBLEM TO BE SOLVED: To provide a manhole reinforcing method for easily reinforcing an internal wall of a manhole and ensuring sufficient strength of the manhole even in the environment of a narrow working space where power cables etc. are stored. SOLUTION: The manhole reinforcing method is composed of: a hanging support means setting step of setting a hanging support means 21 over an opening of the manhole 120; a steel product joint body forming step of forming a steel product joint body 6; a steel product joint body arranging step of arranging the steel product joint body 6 along the internal wall of the manhole 120; a reinforcing member joint body forming step of fitting fitting members to the steel product joint body 6; a steel plate link adding step of connecting steel plate links 11 to upper and lower, and right and left portions of a reinforcing member joint body 8; a frame body forming step of arranging a frame body 1 by carrying out the steel plate link adding step and the reinforcing member joint body forming step a plurality of times; and a filler injection step. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于容易地加强人孔内壁的人孔加固方法，并且即使在存储电力电缆等的狭窄工作空间的环境中也能确保足够的人孔强度。解决方案：人孔加固方法包括：将悬挂支撑装置21设置在人孔120的开口上方的悬挂支撑装置设定步骤; 形成钢制品接头体6的钢制品接头体形成工序; 钢制品接头体布置步骤，沿着人孔120的内壁布置钢制接头体6; 加强构件接合体形成步骤，将装配构件装配到钢制品接头体6; 将钢板连杆11连接到加固构件接合体8的上下左右部分的钢板连接加工工序; 框架体形成步骤，通过多次执行钢板连接添加步骤和加强件接合体形成步骤来布置框体1; 和填料注入步骤。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007100446A Reinforcement structure of concrete wall, and reinforcement method for concrete wall 有权
标题翻译：混凝土墙的加固结构和混凝土墙的加固方法
公开(公告)号：JP2007100446A
公开(公告)日：2007-04-19
申请号：JP2005293843
申请日：2005-10-06
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Kansai Electric Power Co Inc:The , 芦森エンジニアリング株式会社 , 芦森工業株式会社 , 関西電力株式会社
发明人： ASARI KAZUNARI , AZUMA KATSUHIKO , TANAKA RYOHEI , IMAI MASAHITO , KUSUHA ICHIRO
IPC分类号： E21D11/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To secure the sufficient strength of a concrete wall by easily reinforcing the concrete wall even in an environment with small working space and a working environment in which members with large dimensions are difficult to be assembled. SOLUTION: A reinforcement unit having a steel material 2 and a panel 3 is formed by repeatedly disposing it along the concrete wall 113. The steel material 2 comprises a flat-like portion 11 having the longitudinal direction and formed in a flat plate shape, a joining part 12 formed to be bent to the flat plate-like portion 11 and to which the panel 3 is joined and a connection part 13 formed at the end in the longitudinal direction and connected to the other steel material. The panel 3 is fitted to the steel material 2 by joining it to the joining part 12, and disposed along the steel materials 3 connected to each other between the steel materials 2 disposed parallel with each other. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使在工作空间小的环境和难以组装的尺寸较大的构件的工作环境中，也可以通过容易地加强混凝土墙来确保混凝土墙壁的足够的强度。解决方案：具有钢材2和面板3的加强单元通过沿着混凝土壁113反复设置而形成。钢材2包括具有纵向的扁平状部分11并形成在平板中形成为弯曲到平板状部分11并且面板3接合的接合部分12和在纵向方向上形成并连接到另一种钢材料的连接部分13。面板3通过与钢材2接合而连接到接合部12，并且沿彼此平行设置的钢材2之间彼此连接的钢材3配置。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2005346105A Method for laying optical fiber cable 有权
标题翻译：光纤电缆布线方法
公开(公告)号：JP2005346105A
公开(公告)日：2005-12-15
申请号：JP2005207948
申请日：2005-07-19
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Sanki Eng Co Ltd , 三機工業株式会社 , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： SEDO ICHIRO , TSUCHIYA FUMIAKI , YAGI ISABURO , AZUMA KATSUHIKO
IPC分类号： G02B6/46 , H02G1/06
摘要： PROBLEM TO BE SOLVED: To provide a method for laying an optical fiber cable with which the optical fiber cable can be laid in an underground pipe line such as a sewer without applying tension directly to the optical fiber cable, and the optical fiber cables can be laid on the upper side in the pipe line to the sewer in which two or more optical fiber cables are to be laid, and moreover, an expensive robot is not necessary for laying work. SOLUTION: The optical fiber cable 20 is laid on the upper side in the underground pipe line 1 by arranging a tension member 25 of high strength and low elongation property so that it is slidable in the longitudinal direction, drawing the tension member 25 into the underground pipe line 1, and stretching the member almost linearly in the underground pipe line by applying tension to the tension member 25 between manholes 2, 3, and then, the tension member 25 and the optical fiber cable 20 are pressurized on the inner wall of the sewer 1 by a ring-form diameter expanders 50, 52. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种敷设光纤电缆的方法，可以将光纤电缆铺设在诸如下水道的地下管线中，而不会直接向光纤电缆施加张力，并且光纤电缆可以放置在管线的上侧，到要铺设两根或更多条光纤电缆的下水道，此外，昂贵的机器人不需要铺设工作。解决方案：通过布置具有高强度和低伸长率的张力构件25使光纤电缆20在纵向方向上可滑动，将拉伸构件25放置在地下管线1的上侧进入地下管线1，并且通过向沙井2,3之间的张力构件25施加张力而在地下管线中几乎线性地拉伸构件，然后将张力构件25和光缆20在内部加压（C）2006，JPO＆NCIPI（C）2006年，JPO＆NCIPI

4. 发明专利

JP2004025489A Method of regenerating existing ductwork and method of laying communication cable 有权
公开(公告)号：JP2004025489A
公开(公告)日：2004-01-29
申请号：JP2002181669
申请日：2002-06-21
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Sanki Eng Co Ltd , 三機工業株式会社 , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： TSUCHIYA FUMIAKI , YAGI ISABURO , AZUMA KATSUHIKO , UENO SHIGEHISA
IPC分类号： E03F3/06 , B29C63/36 , B29L23/00 , E03F7/00 , G02B6/46 , H02G1/06
摘要： PROBLEM TO BE SOLVED: To provide a method of regenerating an existing ductwork and a method of laying a communication cable which are of repairing and regenerating the existing ductwork and laying the communication cable inside the existing ductwork without impairing its original function. SOLUTION: The method of regenerating the existing ductwork and the method of laying the communication cable regenerate the existing ductwork 1 by applying an inner lining material 61 to the inner face of the existing ductwork 1 and lay the communication cable inside the existing ductwork 1 when the inner lining work is performed. A tension member 25 is made tense by inserting a guide pipe 45 which allows insertion of the communication cable, through the existing ductwork 1 and inserting a tension member 25 through the guide pipe 45. Next, after fixing the guide pipe 45 to any optional position inside the ductwork 1, the inner face of the ductwork 1 is lined by inserting the inner lining material 61 through the ductwork 1. COPYRIGHT: (C)2004,JPO

5. 发明专利

JP2012058056A Inner diameter measurement device for conduit line and inner diameter measurement method for conduit line 有权
标题翻译：用于管线的内径测量装置和内径直径测量方法
公开(公告)号：JP2012058056A
公开(公告)日：2012-03-22
申请号：JP2010200755
申请日：2010-09-08
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： AZUMA KATSUHIKO , ONISHI SHINJI , MIYAZAKI KYOTARO
IPC分类号： G01B5/12
摘要： PROBLEM TO BE SOLVED: To provide an inner diameter measurement device for a conduit line and an inner diameter measurement method for the conduit line that measure an inner diameter of the conduit line at an arbitrary peripheral position.SOLUTION: The inner diameter measurement device 1 includes a device body 10, a measurement unit 11 which is provided rotatably to the device body 10, and has a gage head 31 capable of moving in a radial direction of the conduit line, a centering mechanism 12 which positions the center of rotation of the measurement unit 11 on the center axis CL of the conduit line, and a motor 14 which rotates the measurement unit 11 along a peripheral direction of the conduit line. Then the measurement unit 11 is rotated on the device body 10 along the peripheral direction of the conduit line to change the position of the inner surface of the conduit line that the gage head 31 abuts against in the peripheral direction, and inner diameters are measured at a plurality of positions on the inner surface of the conduit line in the peripheral direction, respectively.
摘要翻译：要解决的问题：提供一种用于导管线的内径测量装置和用于测量任意周边位置处的导管线的内径的导管线的内径测量方法。内径测量装置1包括装置主体10，可旋转地设置在装置主体10上的测量单元11，并且具有能够沿导管线的径向移动的量具头31，定心机构12，其将测量单元11的旋转中心定位在导管线的中心轴线CL上;以及马达14，其使得测量单元11沿导管的周边方向旋转。然后，测量单元11沿着导管线的周向方向在装置主体10上旋转，以改变量规头31沿圆周方向抵接的导管线的内表面的位置，并且内径在分别在周边方向上的导管的内表面上的多个位置。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2008259255A Reinforcement structure and reinforcement method of pipe arranged along bridge 审中-公开
标题翻译：管桥安装加固结构及加固方法
公开(公告)号：JP2008259255A
公开(公告)日：2008-10-23
申请号：JP2007095781
申请日：2007-03-30
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , J-Power Systems Corp , Tokyo Electric Power Co Inc:The , Viscas Corp , 東京電力株式会社 , 株式会社ジェイ・パワーシステムズ , 株式会社ビスキャス , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： TOTANI ATSUSHI , NASUKAWA SHINSUKE , IGARASHI TAKASHI , SONOBE WATARU , ABE KAZUTOSHI , AZUMA KATSUHIKO , UEDA YASUHIRO
IPC分类号： H02G7/00 , A62C3/16
摘要： PROBLEM TO BE SOLVED: To reinforce a pipe arranged along a bridge by applying a high strength lining material exhibiting fire retardancy and heat resistance to the inner surface of the pipe arranged along a bridge, and to prevent the damage from spreading by withstanding against the energy of ground fault when it arises and preventing leakage of insulating oil. SOLUTION: The reinforcement structure of a pipe 3 arranged along a bridge in order to lay a transmission line 4 has a lining layer 5 consisting of a tubular FRP layer 6 composed of a high strength, heat resistant and fire retardant fibrous texture 8 and a reaction curing resin 13 and provided on the inner surface of the pipe 3 arranged along a bridge integrally therewith, and a thermoplastic resin coating layer 7 provided on the inner surface of the FRP layer 6 integrally therewith. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过对沿着桥梁布置的管的内表面施加显示出阻燃性和耐热性的高强度衬里材料来加强沿桥架布置的管道，并且通过耐受性来防止损坏蔓延防止出现接地故障的能量，防止绝缘油泄漏。解决方案：为了铺设传输线4，沿着桥架布置的管3的加强结构具有由由高强度，耐热和阻燃的纤维织构8组成的管状FRP层6组成的衬里层5 以及反应固化树脂13，其设置在沿着与其一体形成的桥接件的管3的内表面上，并且与FRP层6的内表面一体设置的热塑性树脂涂层7。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2006069081A Divisional lining method for pipe line and structure of divisional pipe line 有权
标题翻译：管道管道分层线法和分管管线结构分析
公开(公告)号：JP2006069081A
公开(公告)日：2006-03-16
申请号：JP2004256383
申请日：2004-09-03
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： AZUMA KATSUHIKO , UEDA YASUHIRO
IPC分类号： B29C63/34 , B29L23/00 , F16L1/00 , F16L9/18 , F16L55/16
摘要： PROBLEM TO BE SOLVED: To provide a divisional lining method for a pipe line which can easily carry out lining by a usual pipe line lining technique and can form a firm divisional pipe line by adhering to the inner surface of the pipe line and reinforcing a divisional wall with a resin and the structure of the divisional pipe line.
SOLUTION: Two or more lining materials 2 are inserted into the pipe line 1, the lining materials 2 are expanded by applying internal pressure, and the lining materials 2 are adhered to each other, and the lining material 2 and the pipe line 1 are adhered to each other. A reaction-curable resin solution contained in the lining materials 2 is cured, and the lining materials 2 are adhered to each other, and the lining material 2 and the pipe line 1 are adhered to each other.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以通过通常的管线衬里技术容易地进行衬里的管线的分段衬里方法，并且可以通过粘附在管线的内表面上形成牢固的分管管线，用树脂加强分隔墙和分区管线的结构。解决方案：将两个或更多个衬里材料2插入管线1中，通过施加内部压力使衬里材料2膨胀，衬里材料2彼此粘合，衬里材料2和管线 1彼此粘附。固化衬里材料2中所含的反应固化型树脂溶液，使衬里材料2相互粘合，使衬里材料2和管道1相互粘接。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2004048935A Communication cable cover installed in manhole, and communication cable protecting structure 有权
公开(公告)号：JP2004048935A
公开(公告)日：2004-02-12
申请号：JP2002204378
申请日：2002-07-12
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Sanki Eng Co Ltd , 三機工業株式会社 , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： TSUCHIYA FUMIAKI , AZUMA KATSUHIKO
IPC分类号： G02B6/46 , H02G1/06 , H02G9/00 , H02G9/06
摘要： PROBLEM TO BE SOLVED: To provide a communication cable cover and a communication cable protecting structure that are installed in a manhole to protect a communication cable at examination or cleaning, in a conduit in which a communication cable is installed. SOLUTION: A communication cable is laid almost above an existing conduit. A communication cable cover 1 is installed in the manhole of the existing conduit to protect the communication cable. It comprises a protection part 2 which protects the communication cable, a fixing part 3 for fitting the protection part 2 to the wall surface of manhole directly or indirectly so that it is positioned nearer to the pipe axis relative to the communication cable, and a space section 4 for drawing out the communication cable in the existing conduit into the manhole. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2008095368A Method of reinforcing structure wall 有权
标题翻译：加固结构墙的方法
公开(公告)号：JP2008095368A
公开(公告)日：2008-04-24
申请号：JP2006277655
申请日：2006-10-11
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： AZUMA KATSUHIKO , TANAKA RYOHEI , KUSUHA ICHIRO
IPC分类号： E02D37/00
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing a structure wall capable of securing sufficient strength by easily reinforcing the wall of a structure even in the environment in which an obstacle is contained and a working space is small.
SOLUTION: This method of reinforcing the structure wall comprises a suspending/supporting means installation step of installing a suspending/supporting means 21, a link connection body forming step of forming a link connection body 6, a link connection body arranging step of arranging a link connection body 6 along the wall, a reinforcing member connection body forming step of fitting a fitting member to the link connection body 6, a frame body forming step of disposing the frame body 1 by repeating several times a reinforcing link adding step of connecting a reinforcing link 11 to the upper and lower and left and right sides of a reinforcing member connection body 8 while adjusting the suspended position of the reinforcing member connection body 8 in the vertical direction of the wall of the structure and the reinforcing member connection body forming step, and a filler filling step.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过容易地加强结构的壁而能够确保足够的强度的结构壁的方法，即使在容纳障碍物的环境和工作空间小的情况下也是如此。解决方案：这种加固结构壁的方法包括：安装悬挂/支撑装置21的悬挂/支撑装置安装步骤，形成连杆连接体6的连接连接主体形成步骤，连接连接主体安装步骤沿着壁布置连杆连接体6，将配合构件装配到连杆连接体6的加强构件连接体形成步骤;框架体形成步骤，通过重复多次加强框架体1的加强链接添加步骤在加强构件连接体8的上下方向和左右两侧连接加强连杆11，同时调整加强构件连接体8在该结构体的壁的垂直方向上的悬挂位置和加强构件连接体成型步骤和填料填充步骤。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2005160200A Tension member hoisting device 有权
标题翻译：张力会员装置
公开(公告)号：JP2005160200A
公开(公告)日：2005-06-16
申请号：JP2003394995
申请日：2003-11-26
申请人： Ashimori Engineering Co Ltd , Ashimori Ind Co Ltd , Sanki Eng Co Ltd , 三機工業株式会社 , 芦森エンジニアリング株式会社 , 芦森工業株式会社
发明人： MAKI TAKEHITO , AZUMA KATSUHIKO , ASO KOJI
IPC分类号： E03F3/06 , G02B6/46 , H02G1/06
摘要： PROBLEM TO BE SOLVED: To provide a tension member hoisting device which can prevent a tension member from slipping to a shaft when the tension member is hoisted. SOLUTION: The tension member hoisting device 30 includes a substantially rectangular plate-like body plate 31, two shafts 34 pivotally secured to bearing plates 32, 33 provided in the body plate 31 and arranged separately from each other via a gap 41 to which the end 25a of the tension member 25 can be inserted, a roller 35 pivotally secured to the bearing plates 32, 33 at the lower end of the body plate 31 to guide the tension member 25 to the shafts 34, and a stopper 37 having an engaging hole 37a to be engaged with the end of the two shafts 34 to control the rotation of the shafts 34. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种张力构件提升装置，该张紧构件提升装置可以在张紧构件被提升时防止张紧构件滑动到轴上。解决方案：张紧构件提升装置30包括基本上矩形的板状主体板31，两个轴34枢转地固定到设置在主体板31中并且经由间隙41彼此分开布置的轴承板32,33，可以插入张力构件25的端部25a的辊35，其在主体板31的下端枢转地固定到支承板32,33，以将张紧构件25引导到轴34;以及止动件37，其具有一个接合孔37a，与两个轴34的端部接合，以控制轴34的转动。版权所有：（C）2005，JPO＆NCIPI

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