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

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

2. 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

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

JP2007332733A Natural ground cutting device 有权
标题翻译：天然地切割装置
公开(公告)号：JP2007332733A
公开(公告)日：2007-12-27
申请号：JP2006168992
申请日：2006-06-19
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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： WATANABE AKIYUKI , GENJUN TAKASHI , NOZAWA SHINICHIRO , FURUYAMA SHOICHI , WATANABE HISATOMO , SHIMIZU MITSURU , SUZUKI TAKASHI , NAKAJIMA SATOSHI , NAGAO TATSUJI , HAGIWARA YOSHIO , MAEDA TOMOHIRO , NAGAOKA TAKASHI , NODA YOSHINORI , WATANABE HATSUO
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a natural ground cutting device eliminating the need of installing a guide rail, and capable of increasing the workability and shortening construction time of cutting execution, in a device having a pulley supporting mechanism traveling in a guide pipe and cutting a natural ground by a flexible cutting tool such as a wire saw wrapped around the pulley supporting mechanism.
SOLUTION: The natural ground cutting device comprises the pulley supporting mechanisms 6a, 6b respectively in a pair of guide pipes 5a, 5b horizontally installed on the natural ground so as to move in a pipe axial direction, and supporting cutting pulleys 11a, 11b; the wire saw wrapped around the cutting pulleys supported by these pulley supporting mechanisms so as to cross the natural ground between the guide pipes. The pulley supporting mechanism has holder portions 16 disposed in its front and rear positions so as to be orthogonal to the pipe axis. A plurality of traveling members 19 traveling while contacting inner peripheral surfaces of the guide pipes 5a, 5b is provided on the outer periphery of each holder portion at intervals in a circumferential direction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种自然地面切割装置，在具有在引导件中行进的皮带轮支撑机构的装置中，不需要安装导轨，并且能够提高加工性并缩短切割执行的施工时间通过柔性切割工具（例如缠绕在皮带轮支撑机构上的线锯）切割自然地面。解决方案：天然地面切割装置包括分别在水平地安装在自然地面上的一对导管5a，5b中的皮带轮支撑机构6a，6b，以沿管轴方向移动，并且支撑切割滑轮11a， 11B; 线锯缠绕在由这些滑轮支撑机构支撑的切割滑轮周围，以便穿过导管之间的自然地面。滑轮支撑机构具有以与管轴正交的方式设置在其前后位置的保持部16。沿着圆周方向间隔地在每个保持器部分的外周上设置有与导向管5a，5b的内周面接触而行进的多个行进构件19。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2011174219A Method of jacking element and cutting edge element used for the same 有权
标题翻译：打破元件的方法和切割边缘元件
公开(公告)号：JP2011174219A
公开(公告)日：2011-09-08
申请号：JP2010036753
申请日：2010-02-23
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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： SUGIZAKI KOSHU , SHIMIZU MITSURU , MIZUISHI MAIKO , YUZA KEIJI , NAGAO TATSUJI , NISHIMURA TOMOAKI , SUZUKI HIDEYUKI
IPC分类号： E21D9/093 , E21D9/04 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a method of jacking an element which easily corrects the intruding direction of an element and improves working efficiency and working speed, and also to provide a cutting edge element used for the method. SOLUTION: In the method of jacking an element, the cutting edge element 1 positioned at the front end of an element row in the intruding direction includes a plurality of detachable bits 23a, 23b on the outer periphery of the front opening 21 thereof. These bits are replaceable between normal bits which have normal thicknesses and thick bits for directional correction which further project outward than the normal bits, respectively. When the intruding direction of the element row is corrected, the bit (for example 23a) of the cutting edge element 1 to be bent is replaced with a thick bit for directional correction which further projects outward than the normal bit, and the cutting edge element 1 is intruded into the cutting edge element 1, the bit for directional correction is replaced with the original normal bit to create a space for rotation, and the intruding direction is corrected. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易地校正元件的侵入方向并提高工作效率和工作速度的元件的顶起的方法，并且还提供用于该方法的切削刃元件。解决方案：在顶部元件的方法中，位于元件排前端的切削刃元件1在入口方向上包括在其前开口21的外周上的多个可拆卸钻头23a，23b 。正常位之间的这些位可以分别具有正常厚度和用于方向校正的粗位，这些位分别比正常位向外突出。当元件排的侵入方向被校正时，要弯曲的切削刃元件1的钻头（例如23a）被替换为比正常钻头更向外突出的用于定向校正的粗钻头，并且切削刃元件 1被侵入到切削刃元件1中，用原来的正常钻头替换用于方向校正的钻头以产生旋转空间，并且校正侵入方向。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2007332734A Construction method of tunnel having parallel tunnel 有权
标题翻译：具有并行隧道的隧道施工方法
公开(公告)号：JP2007332734A
公开(公告)日：2007-12-27
申请号：JP2006168993
申请日：2006-06-19
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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： SHIMIZU MITSURU , FURUYAMA SHOICHI , TAKAGI YOSHIMITSU , TAKIUCHI YOSHIO , MORI MASANORI , NAKAJIMA SATOSHI , SATO EITOKU , NAGAO TATSUJI , HAGIWARA YOSHIO , MAEDA TOMOHIRO , NAGAOKA TAKASHI , WATANABE HATSUO
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To reduce construction cost and shorten the period of construction by reducing the excavation section of a parallel tunnel such as a sidewalk to a minimum necessary size.
SOLUTION: In the tunnel construction method for constructing a tunnel lining structure 2 by inserting lining elements 3 in parallel to the natural ground prior to tunnel excavation, an upper floor slab 4 is formed to extend horizontally from a side wall slab 5, and a guide pipe 14 is set in a lower natural ground position apart from an end element 3e of the extension part 7 by a predetermined distance. After the upper floor slab 4 and the side wall slab 5 are constructed, a pulley support mechanism supporting a cutting pulley is stowed in the end element 3e and the guide pipe 14, and the natural ground between the end element 3e and the guide pipe 14 is cut by a flexible cutting tool such as a wire saw wound on the cutting pulley, a protective plate 8 is inserted to the cut part, and the inside natural ground partitioned by the protective plate 8, the extension part 7 and the side wall slab 5 is excavated to construct the side tunnel 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过将人行道上的平行隧道的挖掘部分减少到最小必要尺寸来降低施工成本并缩短施工期。解决方案：在隧道掘进前通过将衬砌元件3平行地嵌入天然地面构造隧道衬砌结构2的隧道施工方法中，形成了从侧壁板5水平延伸的上层板坯4，并且导管14被设置在与延伸部7的端部元件3e分开预定距离的较低自然地位置。在构成上层楼板4和侧壁板5之后，将支承切割带轮的带轮支撑机构收纳在端部件3e和导向管14中，并且端部元件3e和导向管14之间的自然接地被卷绕在切割带轮上的线锯等的柔性切削工具切断，将保护板8插入到切断部，由保护板8，延伸部7和侧壁板 5挖掘建造侧隧道10.版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2004360343A Construction method for small sectional underground structure 有权
标题翻译：小型地下结构的施工方法
公开(公告)号：JP2004360343A
公开(公告)日：2004-12-24
申请号：JP2003161646
申请日：2003-06-06
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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 , ARIMITSU TAKESHI , NAGAO TATSUJI , OTA EIJI , SATO EITOKU , NAKAJIMA SATOSHI , CHIBA KEISUKE
IPC分类号： E21D9/04 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a small sectional underground structure capable of making small outer dimensions while ensuring required inner dimensions, making small shaft dimensions by them and also keeping a material cost of lining elements used for a body construction at a low price.
SOLUTION: A large number of long lining elements are arranged to penetrate them into a bedrock to construct a lining structural body including an upper floor slab and a side wall by connecting the lining elements adjacent to each other to utilize the lining structural body as an underground structure body. As the lining elements 1 and 2, substances consisting of body elements 3 and 7 and hollow working elements 4 and 8 detachably fixed to the insides of the body elements 3 and 7 are used, the lining structural body 20 is constructed by successively penetrating the lining elements 3 and 7 into the bedrock while connecting them to each other at the end sections of the body elements 3 and 7, and after then, the bedrock inside of the lining structural body is excavated to remove the working elements 4 and 8.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种小型外部尺寸的小型地下结构的施工方法，同时确保所需的内部尺寸，由它们制造小的轴尺寸并且还保持用于身体的衬里元件的材料成本建设价格低廉。解决方案：大量的长内衬元件被布置成穿过它们进入基岩，以通过连接彼此相邻的衬里元件来构造包括上层楼板和侧壁的衬里结构体，以利用衬里结构体作为地下结构体。作为衬里元件1和2，使用由主体元件3和7组成的物质和可拆卸地固定到主体元件3和7的内部的空心工作元件4和8，衬里结构体20通过依次穿透衬里元件3和7进入基岩，同时在主体元件3和7的端部处将它们彼此连接，然后挖掘衬里结构体内的基层以去除工作元件4和8.
版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2011174218A Soil collecting and lifting device and method of jacking element using the same 审中-公开
标题翻译：土壤收集和提升装置以及使用该方法来包装元件的方法
公开(公告)号：JP2011174218A
公开(公告)日：2011-09-08
申请号：JP2010036750
申请日：2010-02-23
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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： SUGIZAKI KOSHU , SHIMIZU MITSURU , MIZUISHI MAIKO , YUZA KEIJI , NAGAO TATSUJI , NISHIMURA TOMOAKI , SUZUKI HIDEYUKI
IPC分类号： E21D9/12 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a soil collecting and lifting device which automatically scrapes and collects sediment excavated down at the foot and lifts the sediment to a liftable height by a soil discharge means such as a belt conveyor in a small space inside a tunnel pit, an element, or the like, and also provide a method of jacking an element using the soil collecting and lifting device.
SOLUTION: The soil collecting and lifting device 1 for excavated sediment scrapes, collects and lifts the excavated sediment when advancing while laterally excavating in a small space. The bottom plate 11 of a body frame 10 is diagonally installed so that the rear end side thereof in the excavating direction is higher. The device includes a pressing means 20 for pressing the sediment along the bottom plate 11 for conveying and lifting the sediment. An opening 11a for dropping the sediment is provided to the bottom plate 11 near the rear end in the excavating direction.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤收集和提升装置，其自动地刮取并收集在脚下挖出的沉积物，并通过诸如皮带输送机之类的土壤排出装置将沉淀物提升到可升高的高度，其中小的空间内隧道坑，元件等，并且还提供使用土壤收集和提升装置顶起元件的方法。解决方案：挖掘沉积物的土壤收集和提升装置1在小空间横向挖掘的同时进行挖掘沉积物的收集和提升。主体框架10的底板11对角地安装成使得其后端在挖掘方向上较高。该装置包括用于沿着底板11按压沉积物以输送和提升沉积物的按压装置20。在挖掘方向上靠近后端的底板11设置有用于将沉淀物落下的开口部11a。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2005336865A Protection method for natural ground under vehicle track 有权
标题翻译：车辆轨道下自然接地保护方法
公开(公告)号：JP2005336865A
公开(公告)日：2005-12-08
申请号：JP2004157449
申请日：2004-05-27
申请人： East Japan Railway Co , Jeitekku:Kk , Tekken Constr Co Ltd , 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 , SHIMIZU MITSURU , WATANABE AKIYUKI , NISHIJIMA KAZUO , KURISU MOTOAKI , FUJISAWA HAJIME , ARIMITSU TAKESHI , IGARASHI HIROKI , TAKAMURA KEIICHI , NAGAO TATSUJI , YAMAMOTO ATSUSHI , HAGIWARA YOSHIO , ANPO TOMONORI , KOMORI TSUNEO , NAKAJIMA SATOSHI , NODA YOSHINORI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a protection method for the natural ground under a vehicle track, which easily performs inserting construction into the natural ground, while using a plate having the large plate thickness as a protection plate.
SOLUTION: In this protection method for the natural ground, a pair of guide pipes 6a and 6b are arranged in the natural ground under the vehicle track; a flexible cutting tool 10 such as a wire saw is wound on pulleys 21a, 21b, 22a and 22b respectively movably stored in the pipe axis direction in these guide pipes 6a and 6b so as to cross the natural ground between the guide pipes 6a and 6b; and the protection plate 2 is simultaneously inserted into its cutting part while cutting the natural ground by this flexible cutting tool 10. The natural ground is cut by winding the flexible cutting tool 10 on the pulleys 21a, 21b, 22a and 22b so as to becomes a multistage shape between the guide pipes 6a and 6b.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了在使用具有大板厚度的板作为保护板的同时，在车辆轨道下方的自然地面的保护方法，其容易地将结构插入自然地面中。解决方案：在这种自然地面保护方法中，一对导管6a和6b布置在车辆轨道下的自然地面中; 诸如线锯的柔性切割工具10缠绕在这些导向管6a和6b中沿管轴方向可移动地存储的滑轮21a，21b，22a和22b上，以便穿过导管6a和6b之间的自然地面 ; 并且通过该柔性切割工具10同时将保护板2插入其切割部分中。通过将柔性切割工具10卷绕在滑轮21a，21b，22a和22b上来切割自然地面，以便成为在导向管6a和6b之间形成多级形状。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2012031604A Control apparatus of system for inserting protective plate by cutting natural ground 有权
标题翻译：通过切割天然地埋入保护板的系统控制装置
公开(公告)号：JP2012031604A
公开(公告)日：2012-02-16
申请号：JP2010170657
申请日：2010-07-29
申请人： East Japan Railway Co , Hokuto Co Ltd , J Tec:Kk , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 株式会社ジェイテック , 株式会社ホクト , 鉄建建設株式会社
发明人： ITO YASUHIRO , KUBOKI TSUKASA , KOIZUMI HIDEYUKI , NAGAO TATSUJI , NISHIMURA TOMOAKI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a control apparatus that enables a protective plate to be pulled while natural ground is cut at a speed consistent with natural ground conditions.SOLUTION: In a system for inserting a protective plate by cutting natural ground, the protective plate 4 is pulled by a traction device 13 while the natural ground is cut by cutting devices 8 and 10, and is inserted into a cut groove formed by cutting. A control apparatus of the system includes: means for measuring a cutting load applied to a cutting member 8; means 22 for measuring a traction speed V of the protective plate 4; and means for setting the cutting load and the traction speed V so as to make both of them compatible with each other. The control apparatus monitors compatibility between the measured cutting load and the measured traction speed V, and changes the setting of both of them when they are incompatible with each other.
摘要翻译：要解决的问题：提供一种控制装置，其能够以与自然地面条件一致的速度切割自然地面的同时使保护板被拉动。解决方案：在通过切割天然地面插入保护板的系统中，保护板4被牵引装置13拉动，同时通过切割装置8和10切割天然地面，并将其插入形成的切割槽通过切割。该系统的控制装置包括：用于测量施加到切割构件8的切割负载的装置; 用于测量保护板4的牵引速度V的装置22; 以及用于设定切割负载和牵引速度V以使它们彼此兼容的装置。控制装置监视所测量的切割负载和测量的牵引速度V之间的兼容性，并且当它们彼此不兼容时改变它们的设置。版权所有（C）2012，JPO＆INPIT

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