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1. 发明专利

JP2009228351A Water collecting segment and water collecting tunnel construction method 有权
标题翻译：水收集段和水收集隧道施工方法
公开(公告)号：JP2009228351A
公开(公告)日：2009-10-08
申请号：JP2008077069
申请日：2008-03-25
申请人： Best Eng:Kk , Kurimoto Kasei Kogyo Kk , Mabuchi Kensetsu Co Ltd , Magara Construction Co Ltd , Matsumura Gumi Corp , Morimotogumi:Kk , Muramoto Kensetsu Kk , Nagaoka International Corp , 村本建設株式会社 , 栗本化成工業株式会社 , 株式会社ナガオカ , 株式会社ベストエンジニアリング , 株式会社松村組 , 株式会社森本組 , 真柄建設株式会社 , 馬淵建設株式会社
发明人： OIWA TADAO , TSUTSUMI NORIO , HIGEMOTO HIROMASA , HOTATE NAOHITO , KATO SHUICHI , MORIOKA KINYA , SAKAZAKI TAKAHIRO , NISHITSUJI MASAHIRO , HAMAGUCHI TAKENOBU , ENOMOTO YASUSHI , MUKAI KIYOKAZU , ONO KAZUHISA , UENAKA KIYOMARU , TAKAHASHI HIROYUKI
IPC分类号： E21D11/14 , C02F3/10 , E03B3/06
CPC分类号： Y02W10/15
摘要： PROBLEM TO BE SOLVED: To provide a water collecting segment and a water collecting tunnel construction method using the water collecting segment allowing easy construction of a water collecting tunnel while preventing the inflow of water and hardly causing plugging of a segment water-passing part after the construction of the tunnel. SOLUTION: The water collecting segment for constructing the water collecting tunnel T in the ground by a non-open cutting method includes a base body 11, a stone grain layer 10 arranged on the outer surface side of the base body to suppress plugging of a water passing slits 111s of the base body, and a hydrodegradable resin 15 filled in the stone grain layer 10 and the base body 11 to fix the stone grain layer 10 to the base body 11 and to prevent water from flowing to the inside of the base body 11 through the segment 1. A water collecting tunnel precursor T' is constructed by the non-open cutting method (e.g., a shield method) using the water collecting segment 1, and the hydrodegradable resin 15 in the segment 1 of the precursor T' is water-decomposed to obtain the water collecting tunnel T. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种集水段和采水隧道施工方法，其使用集水段，允许容易地构造集水隧道，同时防止水的流入并且几乎不会导致段流水堵塞部分隧道建设后。解决方案：用于通过非开式切割方法在地下构造集水隧道T的集水段包括基体11，布置在基体的外表面侧上的石粒层10以抑制堵塞基体的水通过狭缝111s，填充在石粒层10和基体11中的可降解氢化树脂15将石粒层10固定在基体11上，防止水流入基体11通过分段1.通过使用集水段1的非开放切割方法（例如，屏蔽方法）构成集水隧道前体T'，并且在该段1中的可降解树脂15 前体T'被水分解以获得集水隧道T.版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2006233712A Horizontal well construction method, short well pipe, and method and device for decontaminating contaminated soil based on groundwater circulation via horizontal well 有权
标题翻译：水平井施工方法，短管道以及通过水平井将基于地下水循环的污染土壤去除污染的方法和装置
公开(公告)号：JP2006233712A
公开(公告)日：2006-09-07
申请号：JP2005053915
申请日：2005-02-28
申请人： Arai Gumi Ltd , Best Eng:Kk , Kurimoto Kasei Kogyo Kk , Magara Construction Co Ltd , Matsumura Gumi Corp , Morimotogumi:Kk , Muramoto Kensetsu Kk , Ps Mitsubishi Construction Co Ltd , 村本建設株式会社 , 栗本化成工業株式会社 , 株式会社ピーエス三菱 , 株式会社ベストエンジニアリング , 株式会社新井組 , 株式会社松村組 , 株式会社森本組 , 真柄建設株式会社
发明人： NAKAMURA HIDEO , MITSUGI NAOYUKI , SEKINE HIROYUKI , TOSHIMA SHIGEKI , NAKAMURA KENJI , SASAMA KAZUYA , UENAKA KIYOMARU , TANBANO KIYOSHI , KUMAGAI YUKIHIRO , HIGEMOTO HIROMASA , OIWA TADAO , TSUTSUMI NORIO , MORIOKA KINYA , YAMAZAKI TAKAHIRO , SAKAZAKI TAKAHIRO
IPC分类号： E21B43/00 , B01D19/00 , B09C1/00 , C02F1/20 , C02F1/28 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To construct a horizontal well toward a target location under the ground without damaging the natural environment etc., or without being hindered by an existing building, and to decontaminate contaminated soil under the ground by suppressing fluctuation of a groundwater level or ground subsidence, and accordingly by reducing a load on the natural environment etc.
SOLUTION: In the construction of the horizontal well, while the ground is horizontally excavated from a shaft 1 toward the target location under the ground, short well pipes 20 are successively connected together to be extended in an excavated hole, and arranged at locations facing to an underground area as a water flowing target. Each short well pipe 20 has water flowing holes 21 blocked with plug members P. After arrival at the target location, by virtue of decomposition of the plug members P at least by groundwater, the water flowing holes 21 obtain water flowing ability, and therefore the horizontal well 2 or 3 formed of a group of the short well pipes 20 is constructed. According to a method of decontaminating the contaminated soil, the water collecting horizontal well 2 and the water returning horizontal well 3 are constructed from the interior of the shaft 1 to a contaminated soil area CA, and groundwater containing contaminated substance, that flows from the well 2 into the shaft 1 is pumped up to be decontaminated by a decontaminating device 5, followed by returning decontaminated water via the well 3 to the contaminated soil area CA. In this manner the groundwater is circulated to decontaminate the contaminated soil.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了在地面下方的目标位置构建水平井，不损害自然环境等，或者不受现有建筑物的阻碍，并且通过抑制地面的波动来净化地下污染的土壤地下水位或地面沉降，从而减少对自然环境的负荷等。解决方案：在水平井的施工中，将地面从井1水平挖掘到地面下方的目标位置，短路井管20连续地连接在一起，在挖掘的孔中延伸，并且布置在面向地下区域的位置作为水流动目标。每个短井管20具有用塞子构件P封闭的水流孔21.在到达目标位置之后，由于至少通过地下水分解塞子构件P，水流孔21获得水流动能力，因此，构成一组短井管20形成的水平井2或3。根据对污染土壤进行净化的方法，水收集水平井2和水回水平井3由井1的内部构造到污染土壤区域CA，以及从井中流出的含有污染物质的地下水 2被泵送到净化装置5去除污染，然后通过井3将净化的水返回到污染的土壤区域CA。以这种方式，地下水循环以净化污染的土壤。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2004346559A Joint member 审中-公开
公开(公告)号：JP2004346559A
公开(公告)日：2004-12-09
申请号：JP2003143103
申请日：2003-05-21
申请人： Morimotogumi:Kk , 株式会社森本組
发明人： SAKAZAKI TAKAHIRO , KOJIMA YASUAKI
IPC分类号： E04B1/62 , E04G15/06
摘要： PROBLEM TO BE SOLVED: To provide a structurally simple joint member which enables a tooled joint part to be surely cracked. SOLUTION: This joint member 1 for forming an induced joint in the placing of concrete comprises a base end 2 and a partial-loss-of-area part 3 with rigidity, and the base end 2 is equipped with an exposed surface which is exposed from a surface of the concrete to be placed. COPYRIGHT: (C)2005,JPO&NCIPI

4. 发明专利

JP2004237200A Milling plant 有权
公开(公告)号：JP2004237200A
公开(公告)日：2004-08-26
申请号：JP2003028559
申请日：2003-02-05
申请人： Morimotogumi:Kk , Yamamoto Kogyo:Kk , 株式会社山本工業 , 株式会社森本組
发明人： SAKAZAKI TAKAHIRO
IPC分类号： B02C13/286 , B02C13/06 , B02C23/02
摘要： PROBLEM TO BE SOLVED: To sufficiently control the milling level of a raw material by controlling the behavior of the raw material and make the control of the milling level easy in continuous operation in milling plant comprising a milling apparatus for milling a mass of a raw material such as crushed stone and a supply apparatus for continuously supplying the raw material, wherein the milling apparatus comprises a housing having a raw material supply port and discharge port, a rotor provided with large number of baffle plates in the outer circumference and a driving means to be rotated on a transverse shaft in the housing, and a dead space where the raw material is held still mainly in the bottom part of the housing regardless of the rotation of the baffle plates. SOLUTION: The supply apparatus is provided with a water supply mechanism for supplying water to the housing for control the behavior of the raw material in the housing while adjusting the supply amount of the water and a bank means 30 for setting the amounts of the raw material and water to be held in the housing 12 and installed close to an exhaust port 12b in such a manner that the height is made changeable. COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2003064984A Apparatus and method for propelling shield machine different in diameter 审中-公开
标题翻译：用于在直径范围内旋转屏蔽机的装置和方法
公开(公告)号：JP2003064984A
公开(公告)日：2003-03-05
申请号：JP2001257756
申请日：2001-08-28
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Morimotogumi:Kk , 株式会社森本組 , 石川島播磨重工業株式会社
发明人： ASAKUMA MASAO , SAKAZAKI TAKAHIRO , YOSHIDA YUZURU , MIKI TAKANOBU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a propelling apparatus for a shield machine different in diameter, which can cope with tunnels of various diameters.
SOLUTION: The propelling apparatus for the shield machine different in diameter, is comprised of an eccentric length adjusting fixture 20 and an adjusting shoe 25. The eccentric length adjusting fixture 20 is detachably attached to a rod 15 of a shield jack 12, and has its eccentric length L set beforehand according to an eccentric distance of the rod 15 with respect to a tunnel diameter. The adjusting shoe 25 has its periphery shaped according to the tunnel diameter, and has its rear end abutted on an existing segment S and its front end mounted on the eccentric length adjusting fixture 20.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种用于不同直径的盾构机的推进装置，其可以应对各种直径的隧道。解决方案：直径不同的盾构机的推进装置由偏心长度调节固定装置20和调节板25组成。偏心长度调节装置20可拆卸地安装在屏蔽插座12的杆15上，偏心长度L根据杆15相对于隧道直径的偏心距离预先设定。调节靴25的周边根据隧道直径成形，其后端抵靠现有的段S，其前端安装在偏心长度调节固定装置20上。

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