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1. 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

2. 发明专利

JP2014218867A 閉合部構造及び閉合部構築方法有权
标题翻译：封闭件结构和封闭件构造方法
公开(公告)号：JP2014218867A
公开(公告)日：2014-11-20
申请号：JP2013100386
申请日：2013-05-10
申请人：東日本旅客鉄道株式会社 , East Japan Railway Co , 鉄建建設株式会社 , Tekken Constr Co Ltd
发明人： MORIYAMA TOMOAKI , SAITO TAKASHI , HONDA SATOSHI , HISASHIMA TOSHIYASU , HAYAKAWA SHINTARO , MIZUSAWA TAKASHI , NAKAI HIROSHI
IPC分类号： E21D11/14 , E21D9/04
CPC分类号： E21D11/14 , E21D9/04
摘要：【課題】覆工エレメントを、先に挿入された他の覆工エレメントである先行エレメントの嵌合継手に嵌合させながら長手方向に沿って地山に挿入するとともに、連結して構築する地中構造物における閉合部構造を効率よく構築できる閉合部構造及び閉合部構築方法を提供することを目的とする。【解決手段】地山300に挿入するとともに、連結して構築する地下横断構造物100における閉合部構成エレメント10d同士の間の閉合部空間Hを連結して、挿入方向Xに直交する構造横断面方向において閉合する調整エレメント10eを、閉合部構成エレメント10dに配筋するエレメント内鉄筋20と、エレメント内鉄筋20と接続するとともに、閉合部空間Hに配筋する閉合部鉄筋30とを備え、エレメント内鉄筋20と閉合部鉄筋30とで閉ループ状鉄筋Trを構成した。【選択図】図4
摘要翻译：要解决的问题：提供一种闭合部件结构和闭合部件构造方法，使得可以通过沿着一定长度将衬垫元件插入到地面中而有效地构造要构造的地下结构的封闭部分结构，同时将衬垫元件作为已经插入的另一个衬垫元件的先前元件的装配元件，然后连接衬里元件。解决方案：在通过在衬里300中插入和连接衬里元件而构造的地下交叉结构100中，调节元件10e 在与插入方向X正交的结构截面方向上的封闭部件构成元件10d的连接和封闭部分空间H包括布置在封闭部件构成元件10d的元件内加强条20和封闭部分加强条30 其连接到元件内钢筋20并且布置在封闭部分空间H中，并且t 元件钢筋20和闭合部分钢筋30构成闭环钢筋Tr。

3. 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

4. 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

5. 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。

6. 发明专利

JP2007154463A Penetration method of lining element into natural ground by master pushing method, and master pushing frame 审中-公开
标题翻译：通过主推法和主推框架将元件置于自然地面中的穿透方法
公开(公告)号：JP2007154463A
公开(公告)日：2007-06-21
申请号：JP2005348688
申请日：2005-12-02
申请人： East Japan Railway Co , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： KUWABARA KIYOSHI , FUKUSHIMA DAIZO , OKUBO KEIICHI , WATANABE KENICHI , WATANABE SHIGEKI , JINNO YUZO , NAKAI HIROSHI
IPC分类号： E21D9/04 , E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a penetration method of lining elements into the natural ground by a master pushing method, and a master pushing frame that can shorten a construction period and reduce construction cost by dispensing with temporary construction of a reaction wall or the like for receiving jacking reaction in making the lining elements penetrate into the natural ground by the master pushing method.
SOLUTION: In the penetration method of the lining elements 16 into the natural ground, earth retaining walls 13, 14 are installed on the start side 10 and the arrival side 11 respectively, and jacking of a large number of lining elements 16 is performed from the start side 10 toward the arrival side 11 prior to excavation of a tunnel. In this case, jacking reaction for jacking the lining elements 16 is obtained from a tension material 15a for anchoring the earth retaining walls 13, 14 to the natural ground 12.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过主推法将元件衬套到自然地面中的穿透方法，以及通过分配临时构造反应壁可以缩短施工周期并降低施工成本的主推框架或类似物，用于在通过主推法使衬里元件进入自然地面时接收顶起反应。解决方案：在衬垫元件16进入自然地面的穿透方法中，挡土墙13,14分别安装在起始侧10和到达侧11上，并且大量衬里元件16的顶起是在挖掘隧道之前从起始侧10到达到达侧面11进行。在这种情况下，从用于将土挡土墙13,14固定到自然地面12的张紧材料15a获得顶起衬套元件16的顶起反作用。（C）2007，JPO＆INPIT

7. 发明专利

JP2007138559A Steel product cutting method 有权
标题翻译：钢产品切割方法
公开(公告)号：JP2007138559A
公开(公告)日：2007-06-07
申请号：JP2005334056
申请日：2005-11-18
申请人： East Japan Railway Co , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： KUWABARA KIYOSHI , NAKAI HIROSHI , CHIJIIWA MITSUO , NAKAMURA SEIJI
IPC分类号： E02D9/04 , B24B27/06 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a steel product cutting method according to which curing of a structure top surface (internal surface) and post-handling of a steel product after cutting are dispensed with, cutting near the structure top surface (internal surface) is allowed, and cutting work is carried out in a short time.
SOLUTION: The steel product cutting method is provided for cutting the steel product which has one end and the other end embedded in a concrete hollow structure, at a location close to the structure internal surface corresponding at least to the one end or the other end. The method is implemented by a cutting device formed of: a main body 8 detachably attached to the steel product 2; a movable body attached to the main body in a manner accessible to/separable from the steel product; a rotary cutting blade 33 formed of a disk-shaped grindstone attached to the movable body; a driving member 22 for driving the cutting blade for rotation; and an operating member 30 for approaching/separating the movable body. According to the method, the main body of the cutting device is attached to the steel product 2 such that a surface of the cutting blade is located at a close location in parallel with the structure internal surface, and then the movable body is brought close to the steel product by the operating member 30 during high-speed rotation of the cutting blade 33 by the driving member 22. In this manner the steel product 2 can be cut away from the structure 1 with only a slight portion of the steel product 2 left on the internal surface of the structure 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢制品切割方法，其中省去了在切割后的结构顶面（内表面）和后处理的固化，在结构顶表面附近进行切割（内部表面），切割工作在短时间内进行。解决方案：提供钢产品切割方法，用于将具有一端和另一端嵌入混凝土中空结构的钢产品切割到靠近结构内表面的位置，至少对应于一端或另一端该方法由切割装置实现，该切割装置由可拆卸地附接到钢制品2的主体8形成; 以能够从钢制品接近/分离的方式附接到主体的移动体; 旋转切割刀片33，其由附接到可移动体的盘形磨石形成; 用于驱动切割刀片旋转的驱动构件22; 以及用于接近/分离移动体的操作构件30。根据该方法，切割装置的主体被安装在钢制品2上，使得切割刀片的表面位于与结构内表面平行的紧密位置，然后将移动体靠近通过驱动构件22在切割刀片33高速旋转期间通过操作构件30的钢制品。以这种方式，只有少量的钢制品2离开，可以将钢制品2从结构1切割出来在结构1的内表面上。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006336191A Internal facing construction method and internal facing structure of underground structure skeleton 有权
标题翻译：地下结构的内部施工方法和内部结构
公开(公告)号：JP2006336191A
公开(公告)日：2006-12-14
申请号：JP2005158370
申请日：2005-05-31
申请人： East Japan Railway Co , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： KUWABARA KIYOSHI , KOIZUMI HIDEYUKI , SAITO MASAHARU , MATSUOKA SHIGERU , CHIJIIWA MITSUO , KATO MASAKI , NAGAO TATSUJI , NAKAI HIROSHI
IPC分类号： E21D11/38 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an internal facing construction method and an internal facing structure of an underground structure skeleton, without impairing an aesthetic appearance, by preventing damage by its crack, by preventing water leakage from internal facing concrete.
SOLUTION: This internal facing structure 11 of the underground structure skeleton 4 is formed by inserting a large number of steel elements into the natural ground; and is composed of a coating film waterproof layer 12 formed on a surface of the skeleton 4 and having an adhesive property and high extensibility, a concrete layer 13 formed on a surface of this coating film waterproof layer 12, and a cement-based fiber reinforced board 14 arranged on a surface of this concrete layer 13.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了通过防止内部混凝土的水渗漏，通过防止其裂纹的损坏，提供地下结构骨架的内部面向施工方法和内部结构，而不损害外观。解决方案：地下结构骨架4的内表面结构11通过将大量钢元素插入自然地面而形成; 并且由形成在骨架4的表面上并具有粘合性和高延展性的涂膜防水层12，形成在该涂膜防水层12的表面上的混凝土层13和水泥基纤维增强板14布置在该混凝土层13的表面上。版权所有：（C）2007，JPO＆INPIT

9. 发明专利

JP2011256614A Element insertion method, underground structure construction method and rectangular element 审中-公开
标题翻译：元素插入方法，地下结构构造方法和矩形元素
公开(公告)号：JP2011256614A
公开(公告)日：2011-12-22
申请号：JP2010132372
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 , NAGAO TATSUJI , KURISU MOTOAKI , YAMAMOTO ATSUSHI , JUJI MASAYOSHI , NAKAI HIROSHI , NODA YOSHINORI , SUZUKI HIDEYUKI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an element insertion method, by which excavation work at an excavation section in a narrow working space can be carried out with excellent workability, and a rectangular element.SOLUTION: In an element insertion method, natural ground 400 is excavated by a cutting edge 30 mounted on a tip of a square steel element 10, and while removing the excavated sediment backward, the square steel elements 10 adjacent to each other in a connecting direction X are connected and inserted into the natural ground 400. The square steel element 10 includes: element-side openings 14a, which penetrate through an inner space 15 and the outside and are disposed in the opposing part of a side of the latter insertion square steel element 10 connecting itself and inserting at a latter stage, among the opposing parts between the adjacent square steel elements 10; and sliding side covers 20 constituted to freely open/close against the element-side openings 14a. The cutting edge 30 includes a cutting-edge side opening 34a penetrating a working space 35 and the outside, in an opposite part opposing an already inserted element 10'.
摘要翻译：要解决的问题：提供一种元件插入方法，通过该元件插入方法能够以优良的可加工性进行狭窄的工作空间中的挖掘部的挖掘作业和矩形元件。解决方案：在元件插入方法中，通过安装在方形钢构件10的尖端上的切割边缘30挖掘自然地面400，并且在将挖掘的沉积物向后移除的同时，将彼此相邻的方形钢元件10 连接方向X连接并插入到自然地面400中。方形钢元件10包括：元件侧开口14a，其穿过内部空间15和外部并且设置在后侧的相对部分中在相邻的方形钢构件10之间的相对部分之间连接自身并插入后段的插入方形钢构件10; 以及构成为能够自由地打开/关闭元件侧开口14a的滑动侧盖20。切削刃30包括穿过工作空间35的前端侧开口34a和与已经插入的元件10'相对的相对部分的外侧。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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