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11. 发明专利

JP2009053041A Instrumentation managing method for link-type displacement gauge 有权
标题翻译：链式位移仪的仪表管理方法
公开(公告)号：JP2009053041A
公开(公告)日：2009-03-12
申请号：JP2007220054
申请日：2007-08-27
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： TSUYOSHI TAKESHI , KUWABARA KIYOSHI , TOTSUKA JUNYA , SAITO MASAHARU , MATSUOKA SHIGERU , NAGAO TATSUJI , TAKEDA SHIGETSUGU , OOTANAKA TATSUSHI , NAGANO YUICHI , DEGUCHI YASUHIRO
IPC分类号： G01B5/30 , G01B5/00 , G01B21/00
摘要： PROBLEM TO BE SOLVED: To provide an instrumentation managing method for a link-type displacement gauge, with which troubles or failures of one measuring instrument is sensed rapidly and accurately.
SOLUTION: A plurality of link type displacement gauges 19 are arranged so as to be connected with another at an object to be measured or its close position. The link-type displacement gauge 19 includes a tube body 21 displaceable in response to a changed state of the object to be measured; a displacement-detecting member 23 arranged in the tube body 21 so as to be movable along with the tube body 21; and a measuring means 34, capable of measuring a displacement of the displacement detecting member 23 and outputting the measurement data to an arithmetic unit 45. The instrumentation managing method is used for the link-type displacement gauge in order to measure the changed state of the object to be measured, by using the plurality of link-type displacement gauges 19. When an apparent angle output is generated by one link-type displacement gauge 19, the trouble or the failure of the one link-type displacement gauge 19 is sensed, based on whether apparent angle output is generated by the link-type displacement gauges 19 that are arranged on the both sides of the one link-type displacement gauge 19.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于链式位移计的仪表管理方法，快速且准确地感测出一个测量仪器的故障或故障。解决方案：多个连杆式位移计19布置成在被测量物体或其关闭位置处与另一个连接。连杆型位移计19包括：管主体21，其可响应待测物体的变化状态而移动; 排列检测构件23，布置在管体21中，以便与管体21一起移动; 以及测量装置34，其能够测量位移检测构件23的位移并将测量数据输出到运算单元45.仪器管理方法用于链式位移计，以便测量位移检测构件23的改变状态通过使用多个连杆式位移计19来测量对象。当通过一个连杆型位移计19产生视角输出时，感测到一个连杆式位移计19的故障或故障，基于布置在一个连杆式位移计19的两侧的连杆式位移计量器19是否产生视角输出。（C）2009年，JPO＆INPIT

12. 发明专利

JP2007239239A Steel pipe pile and foot protection method therefor 有权
标题翻译：钢管及其保护方法
公开(公告)号：JP2007239239A
公开(公告)日：2007-09-20
申请号：JP2006060541
申请日：2006-03-07
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： TAKASAKI HIDEAKI , SUZUKI HIROYUKI , SUZUKI YOSHIAKI , WATANABE YASUO , SAITO TAKASHI , SAITO MASAHARU , CHIJIIWA MITSUO , MORIMOTO TAKEO , TAKEDA SHIGETSUGU , NUMATA YOSHIHISA
IPC分类号： E02D5/28 , E02D5/30 , E02D5/56
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile which can increase a skin friction and can exhibit a predetermined bearing force under a low overhead clearance condition, and to provide a foot protection method for the steel pipe pile.
SOLUTION: The steel pipe pile 1 is set up such that a cutting bit 2 is secured to a distal end thereof, and that a feed pipe 7 for feeding an excavation liquid and a hardener arranged therein communicates with an injection port 5 formed in the cutting bit 2. The steel pipe pile 1 thus set up is rotationally press-fitted into the ground. Further the steel pipe has hardener injection holes 9 formed in a lower end peripheral wall, and has hardener feed pipes 10 arranged therein, for communicating with the respective injection holes 9.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管桩，其可以增加皮肤摩擦并且可以在低架空间隙条件下表现出预定的承载力，并且为钢管桩提供脚部保护方法。解决方案：钢管桩1被设置为使得切削刀头2固定到其远端，并且用于供给挖掘液体和固化剂的进料管7与形成的喷射口5连通在切割位置2中。这样安装的钢管桩1被旋转地压配合到地面中。此外，钢管具有形成在下端周壁中的固化剂注入孔9，并且具有布置在其中的固化剂进料管10，用于与各个喷射孔9连通。版权所有（C）2007，JPO＆INPIT

13. 发明专利

JP2007136315A Atmosphere shielding apparatus in liquid receiving tank 有权
标题翻译：液体接收罐中的大气屏蔽装置
公开(公告)号：JP2007136315A
公开(公告)日：2007-06-07
申请号：JP2005332416
申请日：2005-11-17
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 , KATSUKI KAZUHITO , SAITO MASAHARU , MATSUOKA SHIGERU , YANAGI HIROBUMI , CHIJIIWA MITSUO , SAKATANI HIROYUKI
IPC分类号： C02F1/00
摘要： PROBLEM TO BE SOLVED: To provide, for example, an atmosphere shielding apparatus of a liquid receiving tank which prevents oxidation of an iron content or the like contained in the ground water by a recharge technique, and can make water treatment facilities unnecessary.
SOLUTION: The apparatus for shielding a liquid in the liquid receiving tank 10 in an atmospheric opening type liquid receiving tank 10 comprises a shielding member 11, which is provided afloat on the liquid surface in the liquid receiving tank 10 to shield the contact between the liquid surface and the atmosphere, and a seal member 12 which is installed so as to block a gap between this shielding member 11 and the inner wall of the liquid receiving tank, and allows the shielding member 11 to be vertically moved according to the liquid level fluctuation of the liquid receiving tank 10, wherein this seal member 12 is made of many globular floating bodies 17 packed among the shielding member 11 and the inner wall of the liquid receiving tank.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：例如，提供一种通过再充电技术防止地下水中含有的铁含量等的氧化的液体接收罐的气氛屏蔽装置，并且可以使水处理设备不必要。解决方案：用于屏蔽大气开放式液体容纳罐10中的液体容纳槽10中的液体的装置包括屏蔽部件11，其设置在液体接收罐10的液面上，以屏蔽接触在液面和大气之间，密封部件12被安装成阻挡该遮蔽部件11与液体容纳槽的内壁之间的间隙，并且能够使屏蔽部件11根据液体容纳槽10的液面波动，其中该密封构件12由包围在屏蔽构件11和液体容纳槽的内壁之间的许多球形浮体17制成。版权所有（C）2007，JPO＆INPIT

14. 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

15. 发明专利

JP2013053483A Low-height excavating machine capable of changing feed stroke 有权
标题翻译：低高度挖掘机可以更换进料斗
公开(公告)号：JP2013053483A
公开(公告)日：2013-03-21
申请号：JP2011193392
申请日：2011-09-05
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 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング
发明人： ISHIBASHI TADAYOSHI , TANIGUCHI YOSHINORI , TAKEYA TSUTOMU , IKEMOTO HIROFUMI , SAITO MASAHARU , TAKEDA SHIGETSUGU , KURISU MOTOAKI , TAKASHIMA HIROYUKI , MACHINAGA TOSHIHIRO , OGISU KAZUYUKI , KITAHARA TOSHIHIRO , IUCHI KATSUNORI , NAKAZAWA KOSUKE
IPC分类号： E21B15/00
摘要： PROBLEM TO BE SOLVED: To provide a lifting device which increases a machine operation rate by enhancing excavation efficiency on a job site with allowance for height by enabling additional extension of a mast.SOLUTION: A low-height excavating machine includes: a skid base; a frame which is supported by the skid base and which relatively slides in its longitudinal direction; a mast 3 which is provided with a roller chain 11 erected in the frame; a lifting device which is fitted with a swivel head 5 lifted/lowered by a pin sprocket meshed with the roller chain 11; and a turn table 30 which rotates a kelly rod. In the low-height excavating machine, an extension mast provided with the roller chain 11 is detachably attached to the mast, the total height of the mast is increased, and a feed stroke can be set long to enhance excavation efficiency.
摘要翻译：要解决的问题：提供一种提升装置，其通过增加桅杆的额外延伸，通过增加作业位置上的挖掘效率来提高机器操作率。
解决方案：一种低高度挖掘机包括：防滑基座; 框架，其由滑动基座支撑并且在其纵向方向上相对滑动; 桅杆3，其设置有竖立在框架中的滚子链11; 提升装置，其安装有通过与滚子链11啮合的销链轮提升/降低的旋转头5; 以及使凯利杆旋转的转台30。在低高度挖掘机中，设置有滚子链11的延伸杆可拆卸地安装在桅杆上，桅杆的总高度增加，并且可以设定较长的进给冲程以提高挖掘效率。版权所有（C）2013，JPO＆INPIT

16. 发明专利

JP2012017595A Boring method and boring machine 有权
标题翻译：镗孔方法和镗孔机
公开(公告)号：JP2012017595A
公开(公告)日：2012-01-26
申请号：JP2010155099
申请日：2010-07-07
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： NAKAGAWA YURI , TAKASAKI HIDEAKI , OTSUKA TAKAHITO , SAITO MASAHARU , TAKEDA SHIGETSUGU , KURISU MOTOAKI , TAKASHIMA HIROYUKI , MACHINAGA TOSHIHIRO
IPC分类号： E21B7/20 , E21D1/06
摘要： PROBLEM TO BE SOLVED: To enable a large-diameter hole to be efficiently bored in a construction site with a low and narrow space such as a station yard, without having to concurrently use an auxiliary construction method such as ground improvement method.SOLUTION: A protective tube 23 has an outer diameter which allows a clearance to be formed between the protective tube 23 and a hole wall of a borehole 45, and is assembled by adding a plurality of protective rings 26 in an axial direction. The protective ring 26 at a front end is always suspended and supported by a wire rope 21 delivered from a winch 20. When boring work is stopped to add a boring rod 8, the protective ring 26 is added so as to surround the boring rod 8, and the protective tube 23 is fallen into the borehole 45 by delivering the wire rope 21 from the winch 20 simultaneously with the progress of boring.
摘要翻译：要解决的问题：为了能够在具有诸如站场等低而窄的空间的施工现场中有效地钻孔，而不必同时使用诸如地面改进方法的辅助施工方法。解决方案：保护管23具有允许在保护管23和钻孔45的孔壁之间形成间隙的外径，并且通过在轴向方向上添加多个保护环26来组装。前端的保护环26总是悬挂并由从绞盘20输送的钢丝绳21支撑。当镗削加工停止以添加镗杆8时，加入保护环26以围绕镗杆8 并且保护管23通过与镗孔的进行同时从绞盘20输送钢丝绳21而落入钻孔45中。版权所有（C）2012，JPO＆INPIT

17. 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

18. 发明专利

JP2009079359A Penetrating method of lining element into natural ground 审中-公开
标题翻译：将元素引入天然地基的方法
公开(公告)号：JP2009079359A
公开(公告)日：2009-04-16
申请号：JP2007247343
申请日：2007-09-25
申请人： East Japan Railway Co , Piece Diamond Kogyo Kk , Seiwa Dia:Kk , Tekken Constr Co Ltd , ピースダイヤモンド工業株式会社 , 東日本旅客鉄道株式会社 , 株式会社誠和ダイア , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , SAITO MASAHARU , NAGAO TATSUJI , KURISU MOTOAKI , MAEDA TOMOHIRO , MEGURO MASA , TACHIKA MASAHARU
IPC分类号： E21D9/04 , E21D9/08 , E21D9/10 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a penetrating method of a lining element into the natural ground that can excavate the natural ground in almost the same shape as the cross-sectional shape of the lining element and surely suppress the occurrence of cavities and looseness of the natural ground without having adverse effect such as settlement in a track surface and a road surface.
SOLUTION: The penetrating method of the lining element 1 into the natural ground from the start side 14 toward the arrival side 15 by connecting a cutting edge 4 to the tip part of the long lining element 1 and excavating the ground in front of the cutting edge 4, is carried out by allowing the cutting edge 4 to penetrate a cut part while cutting the natural ground in front of the cutting edge 4 in almost the same shape as the external shape of the cutting edge 4 with a flexible cutting tool such as a wire saw 8 to take sediment into the cutting edge 4 and excavating the taken-in sediment to allow the lining element 1 to penetrate the natural ground.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种将衬垫元件穿透到自然地面中的穿透方法，其可以以与衬里元件的横截面形状几乎相同的形状挖掘天然地面，并且可以确保抑制空腔的发生，没有不利影响的自然地面的松动，例如在轨道表面和路面上的沉降。解决方案：通过将切割刃4连接到长衬垫元件1的末端部分并在前面挖掘地面，将衬垫元件1从起始侧14到达到达侧15的自然地面的穿透方法切削刃4通过使切削刃4穿过切削部而在切削刃4的前方以与切削刃4的外部形状几乎相同的形状切削的自然地面，通过柔性切削工具例如线锯8将沉淀物进入切割边缘4并挖出被吸收的沉积物，以允许衬里元件1穿透自然地面。版权所有（C）2009，JPO＆INPIT

19. 发明专利

JP2007032101A Steel pipe pile and foot protection method therefor 有权
标题翻译：钢管及其保护方法
公开(公告)号：JP2007032101A
公开(公告)日：2007-02-08
申请号：JP2005217163
申请日：2005-07-27
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： TAKASAKI HIDEAKI , SUZUKI HIROYUKI , TANIGUCHI YOSHINORI , SAITO TAKASHI , SAITO MASAHARU , CHIJIIWA MITSUO , MORIMOTO TAKEO , MASUDA NOBUHIRO , TAKEDA SHIGETSUGU
IPC分类号： E02D5/28 , E02D5/72 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile which can obtain a predetermined bearing capacity by surely agitating/mixing excavated sediment and a solidification material, taken into the steel pipe pile.
SOLUTION: A cutting bit 2 is fixed to the leading end of the steel pipe pile 1. An internally arranged feed pipe 7 for an excavation fluid and the solidification material is connected to the cutting bit in such a manner as to communicate with an injection port 5 which is provided in the cutting bit 2. The steel pipe pile 1 is rotatively pressed into the ground. This steel pipe pile 1 is equipped with an injection pipe 9 for the solidification material, which is arranged inside the steel pipe pile in such a manner as to be elongated downward along the inner periphery of the steel pipe pile, and the leading end of which is opened on the inner periphery of the lower end of the steel pipe pile 1. A spiral edge 11 is provided on the inner periphery of the lower end of the steel pipe pile 1, and a leading end of the injection pipe 9 is opened in such a manner as to be circumferentially directed on the spiral edge.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过可靠地搅拌/混合挖掘的沉淀物和凝固材料获得预定的承载能力的钢管桩，该钢管桩被带入钢管桩中。解决方案：切割钻头2固定在钢管桩1的前端。用于挖掘流体和凝固材料的内部布置的进料管7以与设置在切削刀头2中的喷射口5.钢管桩1被旋转地压入地面。该钢管桩1配备有用于固化材料的注入管9，该注入管9布置在钢管桩的内侧，沿着钢管桩的内周向下延伸，其前端在钢管桩1的下端的内周开口。在钢管桩1的下端的内周设有螺旋形边缘11，喷射管9的前端开口这种方式被周向地指向螺旋形边缘。版权所有（C）2007，JPO＆INPIT

20. 发明专利

JP2007032100A Steel pipe pile 有权
标题翻译：钢管管
公开(公告)号：JP2007032100A
公开(公告)日：2007-02-08
申请号：JP2005217162
申请日：2005-07-27
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： TAKASAKI HIDEAKI , SUZUKI HIROYUKI , TANIGUCHI YOSHINORI , SAITO TAKASHI , SAITO MASAHARU , CHIJIIWA MITSUO , MORIMOTO TAKEO , MASUDA NOBUHIRO , TAKEDA SHIGETSUGU
IPC分类号： E02D5/28 , E02D5/72
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile which can obtain a predetermined bearing capacity by surely agitating/mixing excavated sediment and a solidification material, taken into the steel pipe pile.
SOLUTION: A cutting bit 2 is fixed to the leading end of the steel pipe pile 1. A feed pipe 7 for an excavation fluid and the solidification material, which is connected to the cutting bit 2 and communicating with an injection port provided in the bit, is provided inside the steel pipe pile 1. The steel pipe pile 1 is rotatively pressed into the ground. The feed pipe 7 is connected to the cutting bit 2 in such a manner as to be relatively rotatable via a swivel 8, and fixed to the ground in a relatively unrotatable manner; and an agitating member 9 for agitating the excavated sediment getting into the steel pipe pile is provided on the lower outer periphery of the feed pipe 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过可靠地搅拌/混合挖掘的沉淀物和凝固材料获得预定的承载能力的钢管桩，该钢管桩被带入钢管桩中。解决方案：切割头2固定到钢管桩1的前端。一个挖掘流体供给管7和固化材料连接到切割钻头2并与设置的喷射口连通位于钢管桩1的内部。钢管桩1被旋转地压入地面。进料管7以可相对旋转的方式连接到切割钻头2，并以相对不可旋转的方式固定在地面上; 并且在进料管7的下外周设置有用于搅拌被挖掘的沉淀物进入钢管桩的搅拌构件9.（C）2007，JPO＆INPIT

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