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1. 发明专利

JP2012152850A Wire saw cutting method 有权
标题翻译：电线切割方法
公开(公告)号：JP2012152850A
公开(公告)日：2012-08-16
申请号：JP2011013583
申请日：2011-01-26
申请人： East Japan Railway Co , Nippon Fuasutemu Kk , Tekken Constr Co Ltd , 日本ファステム株式会社 , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： KUWABARA KIYOSHI , YAMAMURA YASUO , NAKAMURA SEIJI , HIRATA MASAYUKI
IPC分类号： B24B27/06 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a wire saw cutting method that efficiently cuts a polygonal cross section protruding member, which protrudes from a reference surface and has an angular part at the cross section of a cutting position, in the nearest position of the reference surface.SOLUTION: The wire saw cutting method cuts an intermediate pile 300 protruding from a ceiling surface 310 by rotating an endless wire 11. The intermediate pile 300 is constituted of H-steel having the angular part at the cross section of the cutting position cut by the wire 11, the cutting position is located in the nearest position of the ceiling surface 310 of the intermediate pile 300, and an auxiliary pulley mechanism 100 having an auxiliary pulley 110 which prevents the angular abutment of the angular part of a flange 300a of the intermediate pile 300 to the wire 11 at the start of cutting is arranged at the intermediate pile 300 so as to correspond to the wire 11 which is set at the base end position of the nearest position of the reference surface.
摘要翻译：要解决的问题：提供一种线锯切割方法，其有效地切割从参考面突出并且在切割位置的截面处具有角部的多边形横截面突出构件在最接近的位置参考表面。解决方案：线切割方法通过旋转环形线11切割从天花板表面310突出的中间桩300.中间桩300由在切割位置的截面处具有角部的H钢构成切割位置位于中间绒头300的顶面310的最接近的位置，辅助皮带轮机构100具有辅助皮带轮110，该副皮带轮机构100防止凸缘300a的角部的角度邻接中间桩300在切割开始时被布置在中间桩300处，以对应于设置在参考表面的最近位置的基端位置处的线材11。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2010174542A Method for penetrating lining element into natural ground, and ground cutting device 有权
标题翻译：将衬垫元件置于自然地面和接地切割装置中的方法
公开(公告)号：JP2010174542A
公开(公告)日：2010-08-12
申请号：JP2009019613
申请日：2009-01-30
申请人： East Japan Railway Co , Nippon Fuasutemu Kk , Tekken Constr Co Ltd , 日本ファステム株式会社 , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , MORIYAMA TOMOAKI , KOIZUMI HIDEYUKI , KUWAHARA KIYOSHI , ARIMITSU TAKESHI , SAITO MASAHARU , CHIJIIWA MITSUO , YAMAMURA YASUO , NAGAO TATSUJI , KURISU MOTOAKI , NAKAI HIROSHI , HIRATA MASAYUKI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a method for penetrating a lining element into the natural ground, which does not exert a harmful influence such as subsidence on a track surface and a road surface, when the lining element is penetrated into the natural ground, and to provide a ground cutting device which enables a flexible cutting implement to be replaced in the natural ground. SOLUTION: In this method, a cutting edge 5 is connected to a leading end of the long lining element, and the natural ground ahead of the cutting edge 5 is excavated so as to penetrate the lining element into the natural ground toward the arrival side from the start side. The cutting edge 5 has a cutting edge plate 12 which protrudes forward in the excavation direction by a predetermined length from a top board 5a thereof. While cutting the natural ground ahead of the cutting edge plate 12 in a groove-shape with the flexible cutting implement 13 such as a wire saw, sediment below the cutting edge plate is excavated by penetrating the cutting edge plate 12 into the groove-shaped cut portion by the penetration of the lining element into the natural ground. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种将衬垫元件穿入自然地面的方法，当衬垫元件穿入自然界时，不会对道路表面和路面产生诸如沉降的有害影响并且提供一种能够在自然地面中更换柔性切割工具的地面切割装置。解决方案：在该方法中，切割刃5连接到长衬垫元件的前端，并且挖掘出切割边缘5前方的自然地面，以便穿过衬垫元件进入自然地面到达方面从一开始。切削刃5具有切割边缘板12，该切削刃板12从其顶板5a沿着挖掘方向向前突出预定长度。在利用诸如线锯的柔性切割工具13切割边缘板12之前的切割边缘板12的自然地面的同时，通过将切割边缘板12穿入槽形切口来挖掘切割边缘板下方的沉积物通过衬里元件穿透到自然地面中的部分。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2014015727A Cutting edge structure of lining element for construction of underground structure, and boring method using its cutting edge 有权
标题翻译：用于建筑地下结构的内衬元件的切割边缘结构，以及使用切割边缘的镗孔方法
公开(公告)号：JP2014015727A
公开(公告)日：2014-01-30
申请号：JP2012152328
申请日：2012-07-06
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社 , Jtec Corp , 株式会社ジェイテック
发明人： ISHIBASHI TADAYOSHI , SAITO TAKASHI , HONDA SATOSHI , SUZUKI HIDEYUKI , NAGAO TATSUJI , NAKAI HIROSHI , YAMAMURA YASUO , IWASE TAKASHI , HOSOKAWA NOBORU , NODA YOSHINORI , YAGINUMA KENICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a cutting edge structure and a boring method using its cutting edge, which can contribute to an increase in installation accuracy by preventing settlement of a lining element when boring is performed by manual excavation.SOLUTION: A cutting edge 20 includes a bottom plate 21, a top plate 22 which has a leading end protruded forward with respect to the bottom plate 21, and a pair of lateral plates 23 for connecting the bottom and top plates 21 and 22 together. The cutting edge is connected to a leading end of a lining element for penetrating natural ground and used so that boring can be performed while a cutting face is manually excavated. The bottom plate 21 has an inclined plane part 21a which is inclined obliquely forward in a boring direction and the leading end of which is gradually raised.
摘要翻译：要解决的问题：提供使用其切削刃的切削刃结构和钻孔方法，其可以通过手动挖掘进行镗孔时防止衬里元件的沉降而有助于提高安装精度。解决方案：切削刃20 包括底板21，具有相对于底板21向前突出的前端的顶板22和用于将底板21和顶板22连接在一起的一对侧板23。切割边缘连接到衬垫元件的前端，用于穿透自然地面，并且被使用以便在手动挖掘切割面的同时进行钻孔。底板21具有在镗削方向上倾斜向前倾斜并且其前端逐渐升高的倾斜平面部分21a。

4. 发明专利

JP2013060707A Borehole water level stabilization system for cast-in-place pile 有权
标题翻译：井下水位稳定系统
公开(公告)号：JP2013060707A
公开(公告)日：2013-04-04
申请号：JP2011198035
申请日：2011-09-12
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , TANIGUCHI YOSHINORI , IKEMOTO HIROFUMI , WADA AKIHIRO , IWASE TAKASHI , SAITO MASAHARU , TAKEDA SHIGETSUGU , YAMAMURA YASUO , KURISU MOTOAKI , TAKASHIMA HIROYUKI , MACHINAGA TOSHIHIRO , FURUSAWA SHINJI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a borehole water level stabilization system for a cast-in-place pile, capable of stabilizing a water level of a stabilizer inside a pile hole even on a site where a groundwater level is high or a site where a position to drill the pile hole and an installation position of a tank are separated.SOLUTION: In a borehole water level stabilization system 1 for the cast-in-place pile including supply means 4 for supplying the stabilizer to a drilling hole H, discharge means 5 for discharging slurry from the drilling hole H together with drilled sediment, water level detection means 6 for detecting the water level of the stabilizer supplied into the pile hole H, and control means 7 for controlling them, the supply means 4 includes a stabilizer tank 40 for storing the stabilizer, a feed pump 42 for sending out the stabilizer from the stabilizer tank into the pile hole, and a supply route 44 from the stabilizer tank 40 to the inside of the pile hole H. A check valve 44b is provided near a proximal end to be a feed pump side of the supply route 44, a motor valve 44a is provided near a distal end to be the side of the pile hole H, and the stabilizer is made storable inside the supply route 44 between both valves.
摘要翻译：要解决的问题：为了提供现浇桩的钻孔水位稳定系统，即使在地下水位高的地方也能稳定桩孔内的稳定器的水位，或者钻孔位置和罐的安装位置分开。解决方案：在用于现浇桩的井眼水位稳定系统1中，包括用于将稳定器供应到钻孔H的供给装置4，用于从钻孔H排出浆料的排出装置5以及钻井沉积物用于检测供给到桩孔H的稳定器的水位的水位检测单元6以及控制装置7的控制单元7，供给单元4包括用于收纳稳定器的稳定器箱40，稳定器从稳定罐进入桩孔，以及从稳定罐40到桩孔H的内部的供给路径44.止回阀44b设置在近端附近作为供给路径的供给泵侧如图44所示，在作为桩孔H侧的前端附近设置有马达阀44a，并且稳定器能够在两个阀之间的供给路径44的内部存储。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2013185403A Erection device and erection method of reinforcement cage 有权
标题翻译：加固笼的防护装置和防护方法
公开(公告)号：JP2013185403A
公开(公告)日：2013-09-19
申请号：JP2012053162
申请日：2012-03-09
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , WADA AKIHIRO , IKEMOTO HIROFUMI , TANIGUCHI YOSHINORI , TAKIZAWA SATOSHI , OKADA TAKAYUKI , TAKEYA TSUTOMU , OMURA HIROAKI , TAKASHIMA HIROYUKI , TAKEDA SHIGETSUGU , KURISU MOTOAKI , YAMAMURA YASUO , IWAI TAKANORI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide an erection device and an erection method of a reinforcement cage, capable of effectively utilizing a limited space and efficiently performing work on a construction site with a limited height.SOLUTION: A lifting device 1 includes a pair of bases 2 and a pair each of posts 6 provided at an interval on the bases 2. The post 6 is provided with a rectangular movable frame 10 to be elevated and lowered in a vertical direction, and the movable frame 10 has a plurality of holders 13 projected to the inner side of the movable frame 10 and provided with a pin 15 that can be engaged with a reinforcement cage unit 12. A lower holding device includes an annular base disposed at a peripheral edge of a pile hole, and the base has a plurality of holders 33 projected to the inner side thereof and provided with a pin 34 that can be engaged with the reinforcement cage unit 12.
摘要翻译：要解决的问题：提供一种能够有效利用有限空间并有效地在具有有限高度的施工现场进行工作的加强笼的安装装置和架设方法。解决方案：提升装置1包括一对底座两个支柱6以一定间隔设置在基座2上。支柱6设有矩形可移动框架10，以在垂直方向上升高和降低，并且可移动框架10具有突出的多个保持件13 到可移动框架10的内侧，并且设置有可与加强保持架单元12接合的销15.下保持装置包括设置在桩孔周边的环形基座，并且基座具有多个突出在其内侧的保持件33设置有可与加强架单元12接合的销34。

6. 发明专利

JP2010043454A Underground-structure construction method 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2010043454A
公开(公告)日：2010-02-25
申请号：JP2008207702
申请日：2008-08-12
申请人： East Japan Railway Co , Jeitekku:Kk , Jr Higashi Nippon Consultants Kk , Tekken Constr Co Ltd , ジェイアール東日本コンサルタンツ株式会社 , 東日本旅客鉄道株式会社 , 株式会社ジェイテック , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , MORIYAMA TOMOAKI , FUKUSHIMA NORIYUKI , TANAKA MASANORI , NISHIMURA KIMITAKA , KATO MAKOTO , SAITO MASAHARU , YAMAMURA YASUO , SUZUKI TADAO , MAEDA TOMOHIRO , NAKAMURA SEIJI , MATSUTOMO KEISHI , NODA YOSHINORI , ITO YASUHIRO
IPC分类号： E21D9/04 , E21D9/00 , E21D9/06 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a construction method excellent in work characteristics and safety without requiring excavation and placement of concrete when constructing an underground structure below a vehicle travelling road.
SOLUTION: According to the construction method, a box body 21 is placed in the natural ground below the vehicle travelling road for constructing the underground structure. An upper- and a lower-steel plates and a pair of side-wall steel plates, wherein at least the lower steel plate and the pair of side-wall steel plates are composed of a double-layer of an inner steel plate 8 respectively and outer steel plate 9, are inserted in the natural ground between the start side 2 and the arrival side 3 of the box body 21 in such a way as to form the same outer shape as the box body 21. Next, the space defined between the start-side ends of the respective inner steel plates 8 is closed with an end earth retaining plate 26, and then the respective inner steel plates 8 are pulled out from the arrival side, so as to discharge the sediment surrounded by the respective inner steel plates 8 as a clod 27. Then, the box body 21 is inserted into the portion where the clod 27 is discharged.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种工作特性和安全性优异的施工方法，而在车辆行驶道路下方构造地下结构时，不需要开挖和布置混凝土。解决方案：根据施工方法，将箱体21放置在车辆行驶道路下方的自然地面中，以构造地下结构。上下钢板和一对侧壁钢板，其中至少下钢板和一对侧壁钢板分别由内钢板8的双层和外钢板9以与箱体21相同的外形形式插入盒体21的起始侧2和到达侧3之间的自然地面中。接下来，各个内钢板8的起始侧端部用端部接地保持板26封闭，然后将各个内侧钢板8从到达侧拉出，以排出由各个内侧钢板包围的沉积物然后，将盒体21插入到排出块27的部分中。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2013028942A Filling device, filling method, plate insertion method, and element insertion method 有权
标题翻译：填充装置，填充方法，板插入方法和元件插入方法
公开(公告)号：JP2013028942A
公开(公告)日：2013-02-07
申请号：JP2011165149
申请日：2011-07-28
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社 , Jtec Corp , 株式会社ジェイテック
发明人： MORIYAMA TOMOAKI , NAGAO TATSUJI , YAMAMURA YASUO , SUZUKI TADAO , NAKAI HIROSHI , FUJIMOTO YUKIO , ITO YASUHIRO
IPC分类号： E21F15/00 , E21D9/04 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a filling device and a filling method, which allow a long cavity formed in the ground in approximately horizontal direction to be filled with a curable filler under accurate pressure control even for a long filling distance; and a plate insertion method and an element insertion method using the filling method.SOLUTION: A filling method allows a space in a natural ground 400 surrounded by a flange plate 152 and a halved guide pipe 41 which are long in approximately horizontal direction to be filled with a curable filler 91. An injection bag 90 for injecting the filler 91 is arranged in the longitudinal direction X of the halved guide pipe 41, and a pressure control hose 81 for transmitting the pressure between the injection bag 90 and a pipe inner surface 41a in the longitudinal direction X is arranged between the injection bag 90 and the pipe inner surface 41a in the longitudinal direction X of the halved guide pipe 41. Under pressure control based on the pressure in the pressure control hose 81, the filler 91 is sequentially injected from an arrival shaft side to a start shaft side of the injection bag 90.
摘要翻译：要解决的问题：为了提供填充装置和填充方法，其允许即使在长的填充距离下，在精确的压力控制下，在大致水平方向上形成的在大地水平方向上形成的长腔也可以被填充可固化填料; 以及使用填充方法的板插入方法和元件插入方法。解决方案：填充方法允许由大致水平方向长的法兰板152和半导向管41围绕的自然地面400中的空间填充有可固化填料91.注射袋90用于注射填料91配置在半导向管41的长度方向X上，并且在喷射袋90之间配置有用于将喷射袋90与管内表面41a之间的压力在长度方向X上传递的压力控制软管81 以及管内表面41a在半导向管41的纵向X上。在基于压力控制软管81中的压力的压力控制下，填充物91从到达轴侧依次注入到注射袋90.版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2013007224A Pipe cutting fixture, and plate insertion method and element insertion method using the pipe cutting fixture 有权
标题翻译：管切割装置和板插入方法和元件插入方法使用管切割件
公开(公告)号：JP2013007224A
公开(公告)日：2013-01-10
申请号：JP2011141325
申请日：2011-06-27
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Tekken Constr Co Ltd , 鉄建建設株式会社 , Jtec Corp , 株式会社ジェイテック
发明人： KUWABARA KIYOSHI , SAITO TAKASHI , TAKAHASHI YASUHIRO , NAGAO TATSUJI , NAKAI HIROSHI , YAMAMURA YASUO , IWASE TAKASHI , SUZUKI HIDEYUKI , ITO YASUHIRO
IPC分类号： E21D9/06 , B23C1/20 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a pipe cutting fixture capable of cutting a long pipe with accuracy from the inner surface side, and a plate insertion method and an element insertion method using the pipe cutting fixture.SOLUTION: A pipe cutting fixture comprises a moving roller part 30 which moves in a long circular cross section pipe 40 in an advance direction X, and a cutting cutter 12 which moves by the moving roller part 30, pushes a rotary cutting blade 14 driven by a drive part against the inner peripheral surface 40b of the circular cross section pipe 40 and cuts the inner peripheral surface 40b in the advance direction X.
摘要翻译：要解决的问题：提供一种能够从内表面侧精确地切割长管的管切割装置，以及使用管切割夹具的板插入方法和元件插入方法。解决方案：管道切割夹具包括沿前进方向X在长圆形横截面管40中移动的移动辊部分30和由移动辊部分30移动的切割刀12，推动旋转切割刀片 14由驱动部分驱动抵靠圆形横截面管40的内周表面40b，并沿前进方向X切割内周表面40b。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012173027A Self-light-emitting type target and displacement measuring system 有权
标题翻译：自发光型目标和位移测量系统
公开(公告)号：JP2012173027A
公开(公告)日：2012-09-10
申请号：JP2011032884
申请日：2011-02-18
申请人： East Japan Railway Co , Tekken Constr Co Ltd , Tokyo Keisoku:Kk , 東日本旅客鉄道株式会社 , 株式会社東京計測 , 鉄建建設株式会社
发明人： KUWABARA KIYOSHI , NAITO KEISUKE , NAKAMURA SEIJI , YAMAMURA YASUO , SUZUKI TADAO , OOTANAKA TATSUSHI , NAGANO YUICHI
IPC分类号： G01C15/06 , G01B11/00 , G01C11/06
摘要： PROBLEM TO BE SOLVED: To provide a self-light-emitting type target for displacement measurement in which displacement can be measured outdoors continuously night and day and a measurement error is reduced, and a displacement measuring system with the same.SOLUTION: A self-light-emitting type target for displacement measurement (target 2 for measurement) is used for a displacement measuring system 1 which performs a displacement measurement on a measurement object (a rail) by analyzing an image captured by imaging means (a camera 3) through analysis means (a PC 4), and emits light by itself while being mounted on the measurement object (the rail). The target 2 for measurement is an inner illumination self-light-emitting type target including a case 20, light-emitting means 21 which emits light while being mounted in an internal portion at a back side of the case 20, and a phosphorescent plane member 22 which is mounted in an internal portion at a front side of the case 20, contains a phosphorescent phosphor and a light transmissible substance and is molded in a plate shape.
摘要翻译：要解决的问题：提供一种用于位移测量的自发光型目标，其中可以连续地在室外连续测量位移和测量误差，以及具有相同的位移测量系统。解决方案：用于位移测量的自发光型目标（用于测量的目标2）用于通过分析通过成像捕获的图像来对测量对象（轨道）进行位移测量的位移测量系统1 通过分析装置（PC4）来表示（相机3），并且在安装在测量对象（导轨）上时自身发光。用于测量的目标2是包括壳体20的内部照明自发光型靶，安装在壳体20的背侧的内部部分中发光的发光装置21，以及磷光平面构件 22安装在壳体20的前侧的内部部分中，包含磷光荧光体和透光性物质，并且被模制成板状。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011256612A Working face protection means and working face protection system 有权
标题翻译：工作面保护手段和工作面保护系统
公开(公告)号：JP2011256612A
公开(公告)日：2011-12-22
申请号：JP2010132370
申请日：2010-06-09
申请人： Central Japan Railway Co , J R Tokai Kensetsu Kk , Jtec Corp , Meiko Construction Co Ltd , Tekken Constr Co Ltd , ジェイアール東海建設株式会社 , 名工建設株式会社 , 東海旅客鉄道株式会社 , 株式会社ジェイテック , 鉄建建設株式会社
发明人： YASUHARA MASATO , INAGUMA HIROSHI , ISONO JUNJI , OKUISHI JUNICHI , YAMAMURA TAKESHI , IHI NOBUYUKI , YAMAMURA YASUO , SUZUKI TADAO , JUJI MASAYOSHI , NAKAI HIROSHI , NAGAOKA TAKASHI , CHIBA KEISUKE , ITO YASUHIRO
IPC分类号： E21F15/02 , E21D19/00 , E21F15/08
摘要： PROBLEM TO BE SOLVED: To provide working face protection means and a working face protection system capable of surely and easily protecting a working face from collapsing and loosening when an excavation work stops.SOLUTION: Working face protection means for an open-type cutting edge 30 with an open tip comprises an air-bag 61 to fill pressurized air therein and a lashing belt 62 to support the air-bag 61 in a manner that the belt presses the air-bag 61 against a working face 400a from behind and closes an open section at the tip. The lashing belt 62 is made of a high-tensile fiber belt body 62a which has flexibility and is hardly elongated by tensile force.
摘要翻译：要解决的问题：提供工作面保护装置和工作面保护系统，当挖掘工作停止时，能够确保和容易地保护工作面不会塌陷和松动。解决方案：具有开口尖端的开放式切割边缘30的工作面保护装置包括：气袋61，用于在其中填充加压空气;以及捆扎带62，以使带状物将气囊61从后面压向工作面400a并封闭尖端处的开口部分。捆扎带62由具有柔软性并且几乎不被拉伸拉伸的高强度纤维带主体62a制成。版权所有（C）2012，JPO＆INPIT

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