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

JP2005097872A Double section shield method 有权
标题翻译：双段屏蔽方法
公开(公告)号：JP2005097872A
公开(公告)日：2005-04-14
申请号：JP2003330299
申请日：2003-09-22
申请人： Hazama Corp , Maeda Corp , Shimizu Corp , 前田建設工業株式会社 , 株式会社間組 , 清水建設株式会社
发明人： GOTO TORU , SEKI SHINJI , TAKENOUCHI YASUAKI , FUJIMOTO AKIO , KITAMURA AKIFUMI , HAYASHI KOICHI
IPC分类号： E21D9/087 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a double section shield method capable of easily increasing water cut-off efficiency when a shield machine is propelled in the double shield method assembling a tunnel lining body 5 becoming independent every shield machine in the back by connecting a plurality of shield machines 2 to each other to propel. SOLUTION: A closing member 31 closing a gap between the lining bodies 5 and an entrance is mounted on the rear end section of the connecting body 3 in advance, the closing member 31 is propelled to a natural ground G from a starting entrance together with the boring of each shield boring machine 2, and the connecting body 3 is separated from the closing member 31 before the closing member 31 is separated from the inside of the entrance. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种双截面屏蔽方法，其能够在以双屏蔽方式推进屏蔽机构时容易地提高截水效率，该双层屏蔽方法组装隧道衬里体5变得独立，每个屏蔽机器在后面由独立的每个屏蔽机器将多个屏蔽机构2彼此连接以推进。解决方案：关闭构件31，其将衬垫体5和入口之间的间隙关闭，预先安装在连接体3的后端部上，闭合构件31从起始入口被推向自然地面G 与每个屏蔽镗床2的钻孔一起，并且在闭合构件31与入口的内部分离之前，连接体3与闭合构件31分离。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2008019663A Tunnel construction method 审中-公开
标题翻译：隧道施工方法
公开(公告)号：JP2008019663A
公开(公告)日：2008-01-31
申请号：JP2006193765
申请日：2006-07-14
申请人： Hazama Corp , Maeda Corp , Shimizu Corp , 前田建設工業株式会社 , 株式会社間組 , 清水建設株式会社
发明人： NODA KENJI , MIYAZAWA MASAHIRO , KUHARA TAKASHI , TAKENOUCHI YASUAKI , FUJIMOTO AKIO
IPC分类号： E21D9/00 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method shortening a construction period and considerably reducing a construction cost with safe and efficient construction work in uniting a vertical shaft and an underground tunnel.
SOLUTION: The tunnel construction method comprises a vertical shaft construction process for sinking a vertical shaft wall surface member down to a support layer and sinking a machinable member machinable by a succeeding side shield machine instead of a normal vertical shaft wall surface member, as the vertical shaft wall surface member located at a branch junction part; an inside buried material filling process for filling an inside buried material in the branch junction part on the vertical shaft side; a succeeding tunnel penetration construction process for advancing for excavation while constructing a succeeding tunnel and cutting the inside buried material and the machinable member on the vertical shaft side to carry out intersecting penetration into the vertical shaft; a natural ground improving process for improving the natural ground around the branch junction part; and a wall surface communicating process for allowing the intersecting wall surfaces on the vertical shaft side and the succeeding tunnel side to communicate with each other.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道施工方法，缩短施工期，大幅度降低施工成本，安全高效的施工作业结合立轴和地下隧道。解决方案：隧道施工方法包括垂直轴施工过程，用于将垂直轴壁表面构件下沉到支撑层，并且将可由后侧屏蔽机器加工的可机加工构件代替垂直竖壁壁构件，作为位于分支接合部的垂直轴壁面构件; 用于填充垂直轴侧的分支接合部中的内部埋入材料的内部埋入材料填充工序; 后续的隧道穿透施工过程，用于在构建后续隧道的同时进行挖掘，并在垂直轴侧切割内部埋藏材料和可加工构件，以对垂直轴进行交叉穿透; 改善分支接头部分周围自然地面的自然改善过程; 以及用于允许垂直轴侧和后面隧道侧的相交壁面彼此连通的壁面连通处理。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007332720A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007332720A
公开(公告)日：2007-12-27
申请号：JP2006168346
申请日：2006-06-19
申请人： Hazama Corp , Japan Construction Mechanization Association , Maeda Corp , Ohbayashi Corp , Shimizu Corp , Taisei Corp , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社大林組 , 株式会社間組 , 清水建設株式会社 , 社団法人日本建設機械化協会
发明人： RYOKE KUNIYASU , KANEKO KENICHI , YASUI NARUTOYO , ISO YOSHINOBU , KIUCHI TSUTOMU , TAKENOUCHI YASUAKI , MATSUI YOSHIHIKO
IPC分类号： E21D13/02 , E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure capable of constructing the underground structure comprised of a small-cross-section tunnel group even if a vertical shaft is not constructed. SOLUTION: This is a method for constructing a widened part 100 by surrounding a natural ground 6 with a small-cross-section tunnel group 10 coupled with side surfaces of a plurality of small-cross-section tunnels 111,121,131 and 141 and by excavating the surrounded natural ground. After excavating with a shield machine 21 which is provided with a plurality of small-cross-section shield machine, the plurality of small-cross-section tunnels is constructed with intervals by excavating with the plurality of small-cross-section shield machines toward one of the end 100a of the both ends 100a and 100b in a longitudinal direction of the widened part 100 and similarly by excavating toward the other end 100b so that the small-cross-section tunnel group coupled with the side surfaces is formed by constructing a small-cross-section tunnel 131 between a small-cross-section tunnel 111 previously constructed. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种即使没有构造竖直轴也能构造由小截面隧道组构成的地下结构的地下结构的施工方法。解决方案：这是一种用于通过围绕天然地面6来构造加宽部分100的方法，其中小截面隧道组10与多个小截面隧道111,121,131和141的侧表面耦合，并且由挖掘周围的自然景观。在用设有多个小截面屏蔽机器的屏蔽机21进行挖掘之后，通过与多个小横截面屏蔽机器一起挖掘而形成多个小横截面的隧道。两端部100a，100b的端部100a沿加宽部100的长度方向延伸，同样地向另一端100b挖掘，与侧面结合的小截面通道组通过构成小型 - 预先构造的小截面隧道111之间的横截面隧道131。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007224532A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007224532A
公开(公告)日：2007-09-06
申请号：JP2006044715
申请日：2006-02-22
申请人： Hazama Corp , Japan Construction Mechanization Association , Kajima Corp , Maeda Corp , Ohbayashi Corp , Shimizu Corp , Taisei Corp , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社大林組 , 株式会社間組 , 清水建設株式会社 , 社団法人日本建設機械化協会 , 鹿島建設株式会社
发明人： KANEKO KENICHI , YASUI NARUTOYO , ISO YOSHINOBU , TAKIMOTO KUNIHIKO , HAMAGUCHI KOICHI , TAKENOUCHI YASUAKI , MATSUI YOSHIHIKO
IPC分类号： E21D13/02 , E02D29/045 , E21D9/06 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure which enables the construction of the underground structure composed of a small-section tunnel group even if a vertical shaft is not constructed.
SOLUTION: In this construction method for the underground structure, natural ground is enclosed with the small-section tunnel group 10 in which side surfaces of a plurality of small-section tunnels 1 etc. are connected to each other, and the underground structure is constructed by excavating the enclosed natural ground. The advancing of a shield machine 21 brings about the construction of a leading tunnel 2. Two branch tunnels 3A and 3B are constructed in the direction of separation from the leading tunnel from two places on the circumferential surface of the leading tunnel. A small-section shield machine 15 for constructing the plurality of parallel small-section tunnels is started from a plurality of positions located at intervals on each of the circumferential surfaces of the two branch tunnels. When the small-section tunnel reaches a predetermined position, the small-section shield machine is turned back, so that the plurality of approximately U-shaped small-section tunnels can be constructed to form the small-section tunnel group.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：解决的问题：提供一种地下结构的施工方法，即使没有构成垂直轴，也能够构成由小型隧道组构成的地下结构。解决方案：在这种地下结构的施工方法中，天然地面与多个小段隧道1等的侧面彼此连接的小截面隧道组10封闭，地下结构是通过挖掘封闭的自然地面构成的。盾构机21的前进使得引导通道2的结构形成。两个分支通道3A和3B沿着与引导通道分离的方向构成，该方式与引导通道的圆周表面上的两个位置相分离。用于构造多个平行小截面隧道的小截面屏蔽机15从位于两个分支隧道的每个圆周表面上的间隔处的多个位置开始。当小截面隧道到达预定位置时，小截面屏蔽机器被转回，使得可以构造多个大致U形的小截面隧道以形成小截面隧道组。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2008150814A Shield tunnel constructing segment 有权
标题翻译：盾构隧道建设部门
公开(公告)号：JP2008150814A
公开(公告)日：2008-07-03
申请号：JP2006338068
申请日：2006-12-15
申请人： Geostr Corp , Hazama Corp , Maeda Corp , Nippon Steel Materials Co Ltd , Shimizu Corp , ジオスター株式会社 , 前田建設工業株式会社 , 新日鉄マテリアルズ株式会社 , 株式会社間組 , 清水建設株式会社
发明人： NODA KENJI , MIYAZAWA MASAHIRO , HAYASHIDA MICHIYA , KUHARA TAKASHI , TAKENOUCHI YASUAKI , FUJINO YUTAKA
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a shield tunnel constructing segment, attaining compatibility with both cutting ability and strength in branch and merge construction work for a shield tunnel, and lowering the cost. SOLUTION: In this shield tunnel constructing segment 1, a segment reinforcement material easily excavated by a shield machine is disposed in a concrete or mortar filling space of a segment molding form, and the concrete or mortar is filled and solidified. The segment reinforcement material is a segment grid-like reinforcement material 2 obtained by impregnating one of carbon fiber, glass fiber, aramid fiber and vinylon, with resin and forming the same into a grid-like sheet. A plurality of thus constructed segment grid-like reinforcement materials are joined and formed in the substantially same shape as the shape of one side surface of the shield tunnel constructing segment 1, and a bundle of the formed segment grid-like reinforcement materials 2 is disposed in a segment molding form. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种盾构隧道施工段，达到与分支切割能力和强度兼容的优点，并且对盾构隧道进行合并施工工作，降低成本。解决方案：在该盾构隧道构造段1中，将由盾构机容易地挖掘的段增强材料设置在段模制形式的混凝土或砂浆填充空间中，并且混凝土或砂浆被填充和固化。节段增强材料是通过用树脂浸渍碳纤维，玻璃纤维，芳族聚酰胺纤维和维尼纶中的一种，并将其形成为网格状片材而获得的段格状增强材料2。多个如此构造的段格栅状增强材料以与屏蔽隧道构造段1的一个侧表面的形状基本相同的形状接合形成，并且形成的分段格栅状加强材料2的束被布置以段成型形式。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2005097850A Double section shield method and water cut-off member used therefor 有权
标题翻译：双重部分屏蔽方法和使用的水切断构件
公开(公告)号：JP2005097850A
公开(公告)日：2005-04-14
申请号：JP2003329816
申请日：2003-09-22
申请人： Hazama Corp , Maeda Corp , Shimizu Corp , 前田建設工業株式会社 , 株式会社間組 , 清水建設株式会社
发明人： GOTO TORU , SEKI SHINJI , TAKENOUCHI YASUAKI , OGURA YASUYUKI , KITAGAWA SHIGEKI , MIYAZAWA MASAHIRO
IPC分类号： E21D9/06 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a double section shield method and a water cut-off member used therefor capable of easily increasing water cut-off efficiency when a shield machine 2 is advanced in the double section shield method assembling a tunnel lining body 5 becoming independent every shield machine 2 in the back by connecting a plurality of shield machines 2 to each other to propel.
SOLUTION: The water cut-off member 32 closing an opening section of an entrance 1 equipped with a hole section forming the approximately same shaped inner circumferential surface as that of the lining body 5 is placed in the rear end section of a connecting body 3 in advance, a propulsive member 33 having the approximately same shaped inner circumferential surface as that of the lining body 5 is inserted from the rear end section of the water cut-off member 32, and after the connecting body 3 and the water cut-off member 32 are advanced until the water cut-off member 32 is placed in the entrance 1, only the connecting body 3 is advanced.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种双截面屏蔽方法和用于其的遮挡构件，其能够在组装隧道衬里的双截面屏蔽方法中当屏蔽机构2前进时容易地增加截水效率主体5通过将多个屏蔽机器2彼此连接以推进而在背部中变得独立于每个屏蔽机器2。解决方案：关闭具有形成与衬里主体5大致相同形状的内周面的孔部的入口1的开口部的截水部件32配置在连接的后端部预先将主体3从截水部件32的后端部插入与内衬体5大致相同形状的内周面的推进部件33，在连接体3和切水部退出构件32前进直到水截断构件32被放置在入口1中，仅连接体3前进。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2003020899A Shield method for construction 有权
标题翻译：施工方法
公开(公告)号：JP2003020899A
公开(公告)日：2003-01-24
申请号：JP2001204671
申请日：2001-07-05
申请人： Ac Real Estate Corp , Hazama Gumi Ltd , Konoike Constr Ltd , Kumagai Gumi Co Ltd , Maeda Corp , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Tekken Constr Co Ltd , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社エー・シー・リアルエステート , 株式会社熊谷組 , 株式会社竹中土木 , 株式会社間組 , 株式会社鴻池組 , 清水建設株式会社 , 鉄建建設株式会社
发明人： TAKENOUCHI YASUAKI , ISHIDA OSAMU , GOTO TORU , KITAGAWA SHIGEKI , KASUYA TARO , OI TAKASHI , MASUZAWA SHINJI , NISHIMURA AKIO , FUJII YOSHIBUMI
IPC分类号： E21D9/12 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a shield method for construction which enables high-speed construction of a shield tunnel, while reducing an effect on a surrounding environment, beginning with a road traffic.
SOLUTION: A shaft 12 is provided in a working yard 10 wherein temporary storage of construction materials and treatment of excavated earth are conducted, and a working tunnel 20 for work stretching from the shaft in the working yard to the shield tunnel 14 is constructed. By using an underground passage stretching from the shaft in the working yard to a shield machine 15 through the working tunnel and the shield tunnel, the construction materials are brought to the shield machine from the working yard and also the excavated earth is brought out to the working yard.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供能够高速构建盾构通道的结构的屏蔽方法，同时从道路交通开始减少对周围环境的影响。解决方案：在工作场所10中设置有轴12，其中施工材料的临时存储和挖掘的土壤的处理被进行，并且构建了用于从工作场地的轴向盾构通道14伸展的工作通道20。通过使用从工作场地的轴延伸到通过工作隧道和屏蔽隧道的盾构机15的地下通道，将建筑材料从工作场地带到屏蔽机器，并将挖掘出的地球带出工作场地

8. 发明专利

JP2005076240A Underground support structure for underground structure and underground supporting method 审中-公开
标题翻译：地下结构和地下支护方法的地下支护结构
公开(公告)号：JP2005076240A
公开(公告)日：2005-03-24
申请号：JP2003306021
申请日：2003-08-29
申请人： Hazama Corp , 株式会社間組
发明人： FUJIMOTO AKIO , TAKENOUCHI YASUAKI
IPC分类号： E21D9/14 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an underground support structure for an underground structure and a supporting method capable of greatly facilitating the construction work in comparison with the conventional one, reducing a construction cost including construction land purchasing expenses or the like and, at the same time, dynamically constructing a high reliable structure. SOLUTION: A large number of tendon 10a are slantly constructed between an underground tower 6 constructed in the ground and a girder part 5a of the underground structure 1 such as a tunnel or the like, and the underground structure 1 is slantly pulled toward the underground tower 6 by the tendon 10a and is supported. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种地下结构的地下支撑结构和与现有技术相比能够大大促进施工工作的支撑方法，降低了包括施工用地费用等在内的施工成本，同时动态构建高可靠的结构。解决方案：大量的腱10a倾斜地构造在地下建造的地下塔架6和诸如隧道等的地下结构1的大梁部分5a之间，并且将地下结构体1倾斜地拉向地下塔6由腱10a支撑。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2006152792A Excavation mechanism and excavator 有权
标题翻译：挖掘机械和挖掘机
公开(公告)号：JP2006152792A
公开(公告)日：2006-06-15
申请号：JP2005311927
申请日：2005-10-26
申请人： Hazama Corp , Jfe Engineering Kk , Jfeエンジニアリング株式会社 , 株式会社間組
发明人： TAKENOUCHI YASUAKI , TATEOKA MITSUHITO , KOBAYASHI AKIRA
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To obtain an excavator which is formed of modules for easy designing and handling, fitted for excavation of a tunnel confluent section, dispenses with construction of shafts, and carries out excavation with good excavation efficiency and water cutoff performance. SOLUTION: The excavator 3000 has a main excavator section 3900 and a sub-excavator section 3200 carrying out excavation in synchronization with the main excavator section, for boring a groove-like sub-drilled pit. Excavating blocks 200 which have been conveyed through the interior of a main body 910 are successively connected to the sub-excavator section 3200, and then squeezed out sideways via a water-cutoff external cylinder 962. The water-cutoff external cylinder 962 allows water-cutoff boards 63a, 63b and the excavating blocks 200 to watertightly slide therein, and therefore no water etc. do not infiltrate in the main body 910. A sub-excavating means 20 arranged on a front surface of an excavating block 100 is driven for rotation by a sub-motor 30 set in the main body 910. Further the excavating block 100 allows another excavating block to be detachably attached thereto, and has a driving force connecting means for arbitrarily transmitting driving force of the excavating means. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了获得由容易设计和处理的模块形成的挖掘机，适合挖掘隧道汇合段，不需要轴的构造，并且具有良好的挖掘效率和截水性能进行挖掘。解决方案：挖掘机3000具有主挖掘机部分3900和与主挖掘机部分同步进行挖掘的副挖掘机部分3200，用于镗槽形的副钻孔。已经通过主体910的内部输送的挖掘块200连续地连接到副挖掘机部分3200，然后经由截水外筒962侧向挤出。截水外筒962允许水 - 切断板63a，63b和挖掘块200在其中水密地滑动，因此没有水等不会渗透到主体910中。布置在挖掘块100的前表面上的挖掘装置20被驱动以旋转通过设置在主体910中的副电机30，另外，挖掘块100允许另一个挖掘块可拆卸地安装在其上，并且具有用于任意地传递挖掘装置的驱动力的驱动力连接装置。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2006307478A Method and device for constructing arch support for increasing width of tunnel 有权
标题翻译：用于构建支架以增加隧道宽度的方法和装置
公开(公告)号：JP2006307478A
公开(公告)日：2006-11-09
申请号：JP2005129174
申请日：2005-04-27
申请人： Aoyama Kiko Co Ltd , Hazama Corp , Jfe Engineering Kk , Jfeエンジニアリング株式会社 , 株式会社間組 , 青山機工株式会社
发明人： HAINO HITOSHI , TAKENOUCHI YASUAKI , KOURABA HIROSHI , KOBAYASHI AKIRA
IPC分类号： E21D9/01 , E21D9/04 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for constructing an arch support for increasing the width of a tunnel capable of continuously, efficiently, and economically constructing the arch support extended from the outer periphery of the tunnel without occupying a ground site and simultaneously on the rear side even during the construction of the tunnel and further capable of not only securely stabilizing earth and maintaining the level of underwater but also stably securing a heading without loosening the earth during the construction. SOLUTION: An arch type tunnel boring machine 3 is started from a start lateral 1 excavated starting at the tunnel is advanced, and while slitting the earth in an arch shape by propelling the arch type boring machine by a propelling jack 3 through segments 5 assembled in an arch shape, the segments are sequentially pushed into the arch slit 4 to construct the arch support C1 formed of the segments. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造拱形支撑件的方法和装置，用于增加能够连续，有效和经济地构造从隧道的外周延伸的拱形支撑件的隧道的宽度，而不占用地面，同时在隧道施工期间，也可以在后方同时进行，不仅可以稳定地稳定地球，保持水下水平，而且能够在施工期间稳定地固定地面而不会松动地面。解决方案：从隧道开始挖掘的起始侧面1开始拱形隧道掘进机3前进，同时通过推进千斤顶3将拱形镗孔机推向拱形，通过段 5被组装成拱形，这些段被顺序地推入拱形狭缝4中，以构成由段形成的拱形支撑件C1。版权所有（C）2007，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