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序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
101	トンネル掘進機用ローラーカッターの交換方法、操作装置及びこの方法に適したローラーカッター	JP2012545223	2010-12-14	JP5738891B2	2015-06-24	デリッケ、ジャン−ノエル; リュブレヒト、セバスティアン

102	Abrasion detecting device of component in cutter head, and tunnel excavator equipped with the same	JP2009181843	2009-08-04	JP2011032799A	2011-02-17	IWATA HIROKICHI; KONDO YASUNORI; SAKAI YOSHIO; AIMI HIROTAKA
<P>PROBLEM TO BE SOLVED: To provide an abrasion detecting device capable of detecting abrasion of a component in a cutter head such as a roller cutter, with no workman required to enter a chamber. <P>SOLUTION: An abrasion detecting device 70 of a roller cutter 5 of a cutter head of a tunnel excavator which forms a tunnel by excavating a mounting 14 with the roller cutter 5, is equipped with an abrasion detector 50 positioned retracted, by a specified distance, from the front end of the roller cutter 5 while retracted, by a specified distance, from the front end of he roller cutter 5 intended to detect abrasion of the cutter head. The abrasion detector 50 has, at its front end, an abrasion detecting section 51 which is worn when contacting to the mounting 14 to be excavated. The abrasion detector 50 detects that the abrasion detecting section 51 has been worn. <P>COPYRIGHT: (C)2011,JPO&INPIT
103	Additive for use in shield construction method or jacking method, and its manufacturing method	JP2007157166	2007-06-14	JP2008308868A	2008-12-25	SAITO MASARU; MORI MASATSUGU; MORISHITA YASUNOBU; ISHII SABURO; YASUMOTO TAKESHI; ISHII HIROAKI; NAGAOKA YASUHIRO; SAKURAI YASUTOMO
<P>PROBLEM TO BE SOLVED: To provide an additive which can solve the problem of corrosion of a device etc., caused by the liquidity of a raw material for an additive for use in a shield construction method or a jacking method for a water-bearing sand gravel layer and a sand layer, and the liquidity of the manufactured additive, which can be easily manufactured in a short period of time, and which can form modified soil with high uniformity. <P>SOLUTION: This additive for use in the shield construction method or the jacking method is characterized in that siliceous aqueous matter, which is obtained by mixing a sodium silicate, a bicarbonate and water together and gelatinizing them, is siliceous paste solated by grinding. The additive is also characterized in that siliceous aqueous matter, which is obtained by mixing a sodium silicate, a bicarbonate, a polymeric flocculant and water and gelatinizing them, is siliceous paste solated by grinding. <P>COPYRIGHT: (C)2009,JPO&INPIT
104	Tunnel boring machine	JP14934098	1998-05-29	JP3849300B2	2006-11-22	孝信三木; 俊明上原; 智文石野

105	Method	JP2004535224	2003-09-02	JP2005538281A	2005-12-15	エクリ，ヘルベルト; エッレンベルガー，ペーター
本発明は、発泡した水溶性液体組成物をカッティング頂部に添加することによってトンネル掘削機のカッティング頂部の摩耗を減少する方法であって、発泡剤および潤滑油を含み、潤滑油が高分子量のポリエチレンオキサイドおよびベントナイトからなる群から選択される方法に関する。ＴＢＭのカッティング要素の摩耗速度は、かなり減少する。摩耗減少発泡濃縮物についても述べる。
106	Hydraulic excavators for the enlarged diameter tunnel construction	JP5362993	1993-09-08	JP2589416Y2	1999-01-27	正明内田

107	Tunnel excavator	JP6311495	1995-03-22	JPH08260889A	1996-10-08	TERADA SHINICHI; MINAMI YOSHITO; YAMAZAKI TOSHIHIRO; NAKAMURA MASARU
PURPOSE: To stabilize replacement by installing a holding jack between a main frame bearing a pilot-pit excavating beam and a main gripper and bearing a gripper holder by the holding jack at the time of replace. CONSTITUTION: A main beam 4 excavating a pilot pit 2 is extended at the central section of a cutter head 7 for a tunnel excavator 1 excavating a large- diameter tunnel while the end section of the main beam 4 is fixed onto a main frame 5. The main frame 5 is connected to a main gripper 13 through a thrust jack 23 while a holding jack 24 is coupled. When excavation at a fixed distance is completed and the main gripper 13 is replaced, a main-gripper jack holder is supported by the holding jack 24 while a gripper jack is shrunk, and gripper shoes 17 are separated from a wall surface 3 and moved. The main frame 5 is fixed onto the wall surface 3 from a side support 10 at that time. Accordingly, replacement can be conducted stably.
108	Hydraulic excavators for the enlarged diameter tunnel construction	JP5362993	1993-09-08	JPH0717898U	1995-03-31	正明内田
(57)【要約】【目的】拡径トンネルの構築を経済的かつ効率的に行う油圧ショベルを提供する。【構成】既設トンネル内を前後進可能な油圧ショベル本体の上部旋回体の前部に旋回装置を介設した作業機装着フレームを取付け、このフレーム前端に作業機を３６０°旋回可能に装着して既設トンネルのセグメントを撤去しながら、既設トンネルの開口部から作業機を突出させて拡径トンネル径に応じて地山を円形掘削し、かつ掘削した拡径トンネル穴にセグメントを吊り上げ組立て覆工するようにして既設トンネルの撤去と拡径トンネルの構築を同時進行するようにした油圧ショベルの構成を特徴とする。
109	Method and device for controlling universal turning cutting arm movement	JP24158986	1986-10-13	JPS6294693A	1987-05-01	HERUUITSUGU BURURITSUHI; ARUFURETSUDO JITSUTSU; OTSUTOO SUKETEINA

110	JPS5524000B2 -	JP7518372	1972-07-28	JPS5524000B2	1980-06-26

111	JPS5336676Y2 -	JP597174	1974-01-07	JPS5336676Y2	1978-09-06

112	JPS49119401U -	JP579174	1974-01-07	JPS49119401U	1974-10-12

113	トンネル掘進機用カッタホルダおよび関連するカッティングセット	JP2016551021	2014-11-04	JP6408018B2	2018-10-17	フィリップ、リオタール; パトリス、ロベール

114	Wear sensing device of the composition in the cutter head and the tunnel boring machine equipped with it	JP2009181843	2009-08-04	JP5400522B2	2014-01-29	博吉岩田; 保徳近藤; 義雄酒井; 太荘相見

115	Shafts of excavation methods and mine excavator	JP2011520327	2008-07-31	JP5285152B2	2013-09-11	ブルガー、ヴェルナー
The invention relates to a method for introducing a vertical shaft underground and to a shaft driving machine set up particularly for performing the method, wherein a cutting wheel is rotated solely about a horizontal axis until a penetration trough having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft.
116	Addition of material and manufacturing method thereof to be used in the shield method or jacking method, and tunnel construction method	JP2007157166	2007-06-14	JP5005434B2	2012-08-22	剛安本; 正嗣森; 康信森下; 康智櫻井; 三郎石井; 宏明石井; 廉浩長岡; 優齋藤

117	Shafts of excavation methods and mine excavator	JP2011520327	2008-07-31	JP2011529536A	2011-12-08	ブルガー、ヴェルナー
The invention relates to a method for introducing a vertical shaft underground and to a shaft driving machine set up particularly for performing the method, wherein a cutting wheel is rotated solely about a horizontal axis until a penetration trough having a predetermined penetration depth is formed, and the cutting wheel is then also rotated about a central vertical axis until a shaft foot is dug out to the penetration depth. A relatively high sinking rate is thereby achieved for the shaft.
118	Method	JP2004535224	2003-09-02	JP4439399B2	2010-03-24	エクリ，ヘルベルト; エッレンベルガー，ペーター

119	Tunnel boring machine	JP6311495	1995-03-22	JP3483225B2	2004-01-06	勝中村; 好人南; 紳一寺田; 敏弘山崎; 雄二郎渋川; 勉溝端

120	Cutting head and usage thereof	JP36677897	1997-12-26	JPH11117341A	1999-04-27	HUANG CHIA-HSIUNG; CHIANG JYUN-HUA
PROBLEM TO BE SOLVED: To increase the excavating efficiency by coaxially fitting loose a plurality of cutting elements having respective drive motors, and rotating the adjacent cutting elements to mutually reverse directions. SOLUTION: A plurality of tubular power transmission shafts 13 are fitted loose at the outside of a central power transmission shaft 12, and cutting elements 31 are firmly fixed at the front end of respective power transmission shaft 13. Ring-form gears 24 are firmly fixed to the rear end of respective power transmission shafts 13. Drive motors 22 fitted to drive gears 23 and a motor set 21 are connected to the gears 24. And further, the motor set 21 is fitted loose at the outside of the whole power transmission device and the pivot 42 of the set 21 and the pivot set 43 are connected to a machine arm to form the cutting head. When driving it, respective elements 31 are driven by the drive motors 22 through the gears 23, 24 and adjacent elements are driven in mutually reverse directions to excavate soil. In this way, the excavating efficiency is increased.

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