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

JP2009001989A Treatment equipment, treatment method for excavated sediment, shield machine, tunnel construction method, and tunnel constructed by the construction method 有权
标题翻译：施工设备，施工方法，施工方法，隧道施工方法，隧道施工方法
公开(公告)号：JP2009001989A
公开(公告)日：2009-01-08
申请号：JP2007161793
申请日：2007-06-19
申请人： Ohbayashi Corp , Sano:Kk , 株式会社三央 , 株式会社大林組
发明人： MIKI KEIZO , TSUJI TADAHIKO , MATOBA KAZUHIKO , KOGA HIROSHI , YASHIRO TSUTOMU , HASHIMOTO AKINORI
IPC分类号： E21D9/06 , E21D9/12 , E21D9/13 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide treatment equipment for excavated sediment which can supply a back-fill material and fluidization-treated soil with stable quality, and requires only a short distance for pumping them. SOLUTION: This treatment equipment 1 comprises: mud loosening equipment 2 which produces slurry for back-filling and slurry for fluidization by loosening the excavated sediment produced by excavation performed by a shield machine 6; back-filling equipment 3 which produces the back-fill material by mixing the slurry for back-filling and a solidification material such as cement; and fluidization equipment 4 which produces the fluidization-treated soil for being utilized for back filling by mixing the slurry for fluidization and the solidification material. The treatment equipment 1 is loaded on first and second bases 5a and 5b which are arranged in the rear of the shield machine 6, and provided in a tunnel 7 which is constructed by the excavation performed by the shield machine 6. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可以提供质量稳定的回填材料和流化处理土壤的挖掘沉积物的处理设备，并且仅需要很短的距离来抽水。解决方案：该处理设备1包括：通过松开由盾构机6进行的挖掘产生的挖掘的泥沙，产生用于回填的浆料和用于流化的浆料的泥浆松动设备2; 回灌设备3，其通过混合用于回填的浆料和诸如水泥的固化材料来生产回填材料; 以及流化设备4，其产生流化处理的土壤，用于通过混合用于流化的浆料和固化材料用于回填。处理设备1装载在设置在屏蔽机6的后部的第一和第二基座5a和5b上，并且设置在由屏蔽机器6执行的挖掘构造的隧道7中。版权所有：（C）2009，JPO＆INPIT

2. 发明专利

JP2014224351A シールドトンネルにおける坑内搬送システム审中-公开
标题翻译：隧道内隧道内部传输系统
公开(公告)号：JP2014224351A
公开(公告)日：2014-12-04
申请号：JP2013103003
申请日：2013-05-15
申请人：株式会社大林組 , Ohbayashi Corp
发明人： KUMAGAI SHUICHI , MATOBA KAZUHIKO , KANDA NORISHIGE , TAKAMATSU SATOSHI , MENJO SHIGERU , HATTORI TOSHIHIRO
IPC分类号： E21F13/02 , E21D9/12 , E21D11/40
摘要：【課題】各種設備と干渉することなくセグメント等資機材の搬入及び掘削ずりの搬出が可能で軌道の盛替が必要なく鋼製セグメントにも対応する。【解決手段】本発明に係る坑内搬送システム1は、インバート軌条5,5と、該インバート軌条の上を走行する搬送台車6と、シールドマシン2に連結された設備配置用移動架台7a,7bと、該設備配置用移動架台に連結された乗入れ用移動架台8とを備える。設備配置用移動架台7aは、シールドマシン2の設備10aを載置板11aに載置してあるとともに、載置板11aには、設備10aの脇を通過する形で搬送台車6が走行できるように迂回軌条12,12を敷設してあり、その下面に取り付けたスキッド31,31をインバート軌条5,5の上で摺動させることで、設備配置用移動架台7aをインバート軌条5,5に沿って走行自在に構成してある。【選択図】図3
摘要翻译：要解决的问题：提供一种隧道内部转移系统，其可以承载诸如段的材料，并且可以在不干扰各种设施的情况下进行挖掘，而不需要轨道的转动，并且适应于甚至钢结构部分。解决方案：该隧道内部转运系统1包括：转轨5,5; 在转向轨上行进的转向架6; 连接到屏蔽机2的设备布置移动基座7a，7b; 以及连接到设备布置移动基座的骑乘移动基座8。在设备移动基座7a中，屏蔽机2的设施10a放置在放置板11a上，旁路导轨12,12被放置在放置板11a上，使得转向架6能够以通过的方式行进设备10a的侧面和安装在旁路轨道的下表面上的滑行板31,31在反转轨道5,5上滑动移动。因此，设备布置移动基座7a被构造成可沿着倒车轨5,5。

3. 发明专利

JP2012046951A Method for constructing large-section tunnel with expanded section 审中-公开
标题翻译：用扩建部分构建大型隧道的方法
公开(公告)号：JP2012046951A
公开(公告)日：2012-03-08
申请号：JP2010189771
申请日：2010-08-26
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NISHIMORI AKIHIRO , KAGAWA ATSUSHI , MATOBA KAZUHIKO , ABE YASUSHI , MORIYA YOICHI
IPC分类号： E21D13/02 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To easily construct a large-section tunnel expanded in a cross-sectional direction.SOLUTION: In a step of constructing an outer shell component, a step of forming a plurality of shield tunnels 4A and 4B, which continue in a traveling direction (construction direction) of a large-section tunnel, in the ground is performed. In this case, in an expanded section of the large-section tunnel, the adjacent shield tunnels 4A and 4B are formed in such a manner that an end surface of the shield tunnel on one side faces an end surface of the shield tunnel on the other side and that a spacing between the end surfaces is continuously changed. Additionally, a step of constructing an outer shell section, a space is formed by removing sediment between the opposed end surfaces by excavation, and the adjacent outer shell components are connected together in the space.
摘要翻译：要解决的问题：为了容易地构造在横截面方向上膨胀的大截面隧道。解决方案：在构造外壳部件的步骤中，进行在地面中沿着大截面隧道的行进方向（结构方向）继续形成的多个屏蔽通道4A和4B的步骤。在这种情况下，在大截面隧道的扩展部分中，相邻的屏蔽隧道4A和4B形成为使得一侧的屏蔽隧道的端面相对于屏蔽隧道的另一端的表面并且端面之间的间隔连续变化。另外，构成外壳部的步骤是通过挖掘在相对的端面之间除去沉积物而形成空间，并且相邻的外壳部件在空间中连接在一起。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2011195321A Pulley for driving belt conveyor, booster for belt conveyor, the belt conveyor, and method of excavating tunnel 审中-公开
标题翻译：皮带输送机用皮带，皮带输送机用带，皮带输送机及挖掘隧道的方法
公开(公告)号：JP2011195321A
公开(公告)日：2011-10-06
申请号：JP2010066791
申请日：2010-03-23
申请人： Bando Chemical Industries Ltd , Konishizaki Kk , Ohbayashi Corp , Taguchi Kogyo Kk , タグチ工業株式会社 , バンドー化学株式会社 , 小西咲株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , TAGUCHI KAZUO , NAKAGAWA SHUSAKU , AWAI MITSUO
IPC分类号： B65G23/24
摘要： PROBLEM TO BE SOLVED: To provide a pulley for driving a belt conveyor in which a motor and a reduction gear are enclosed so as not to project to the side of a belt conveyor body, a booster for a belt conveyor comprising the pulley for driving a belt conveyor, the belt conveyor, and a method of excavating a tunnel using the belt conveyor.SOLUTION: This pulley 1 for driving a belt conveyor includes a pulley body 7 which comprises a cylindrical outer peripheral surface and an inner hollow part, the motor 8 serving as a drive source for rotating the pulley body 7, the planetary reduction gear 9 for reducing the rotational speed of the motor 8 to output power, a cooling device 10 for cooling the motor 8, and side wall parts 17, 18 for supporting the motor 8 and the planetary reduction gear 9.
摘要翻译：要解决的问题：为了提供一种用于驱动带式输送机的滑轮，其中电动机和减速齿轮被封闭以便不向皮带输送机主体侧突出，用于带式输送机的增压器包括用于驱动带式输送机，带式输送机，以及使用带式输送机挖掘隧道的方法。解决方案：用于驱动带式输送机的该滑轮1包括滑轮主体7，其包括圆柱形外周表面和内部中空部分，马达8 作为用于旋转皮带轮主体7的驱动源，用于降低马达8的转速以输出动力的行星减速齿轮9，用于冷却马达8的冷却装置10和用于支撑马达8的侧壁部17,18。马达8和行星减速齿轮9。

5. 发明专利

JP2010270459A Soil reforming facility and soil reforming method 有权
标题翻译：土壤改良设施和土壤改良方法
公开(公告)号：JP2010270459A
公开(公告)日：2010-12-02
申请号：JP2009121281
申请日：2009-05-19
申请人： Shiro Nakamura , Ohbayashi Corp , Oriental Giken Kogyo Kk , オリエンタル技研工業株式会社 , 志郎中村 , 株式会社大林組
发明人： MATOBA KAZUHIKO , NAKAMURA SHIRO , SUZUKI YOSHIO
IPC分类号： E02F7/00 , A62D3/30 , A62D101/43 , A62D101/49 , B09C1/02 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a soil reforming facility and a soil reforming method that can supply a proper amount of chemicals in continuously carrying out soil improving treatment, detoxifying treatment and fluidizing treatment of excavated sediment. SOLUTION: The soil reforming facility 1 is provided for loading the excavated sediment 2 produced by excavating the ground, on a belt conveyor 3, then supplying upstream a reforming material for reforming the excavated sediment 2 and a detoxifying material for detoxifying the excavated sediment 2, and agitating and mixing them while conveying them to prepare reformed soil, or loading muddy water 22 obtained by mixing the excavated sediment 2 and water, on the belt conveyor 3, then supplying upstream a reforming material for fluidizing the muddy water 22, and agitating and mixing them while conveying them to prepare fluidized soil, thus treating the excavated sediment 2 to be recycled. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤重整设备和土壤重整方法，可以提供适量的化学品，持续进行土壤改良处理，解毒处理和开采沉积物的流化处理。解决方案：土壤重整设备1用于将通过挖掘地面产生的挖掘沉淀物2装载在带式输送机3上，然后向上游提供用于重建挖掘的沉淀物2的重整材料和用于对被挖掘的泥土进行解毒的解毒材料沉淀物2，并在输送它们的同时搅拌并混合以制备重整土壤，或者通过将挖出的沉淀物2和水混合而获得的泥浆水22装载在带式输送机3上，然后向上游供应用于使泥浆水22流化的重整材料，并搅拌并搅拌，同时输送它们以制备流化的土壤，从而处理被挖掘的沉淀物2进行回收利用。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2010106592A Earth retaining device used for method of boring circumferentially enlarged tunnel 审中-公开
标题翻译：用于碾压圆形隧道的地球保持装置
公开(公告)号：JP2010106592A
公开(公告)日：2010-05-13
申请号：JP2008280715
申请日：2008-10-31
申请人： Mitsubishi Heavy Industries Mechatronics Systems Ltd , Ohbayashi Corp , 三菱重工メカトロシステムズ株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , KAWAHARA SEIICHI , SUGIYAMA MASAHIKO , MURAKAMI MASARU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining device which has an earth retaining plate compactly stored when not retaining a facing and which is optimum for a method of boring a circumferentially enlarged tunnel.
SOLUTION: In this earth retaining device 17 used for a method of boring a circumferentially enlarged tunnel, a support plate 18 is slidably attached to the front inner peripheral surface of a rectangular cylindrical boring machine body 2 of a circumferential tunnel boring machine 1 so as to be advanced forward of the boring machine body and retreated into the boring machine body. The base end of the earth retaining plate 20 is pivotally supported at the front end of the support plate so that the front end of the earth retaining plate is erected inward of the boring machine body when the support plate is advanced and fallen along the inner peripheral surface of the boring machine body when the support plate is retreated.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在不保持面的情况下具有紧凑储存的接地保持板的接地保持装置，并且对于周向放大的隧道的钻孔方法是最佳的。解决方案：在用于钻孔周向膨胀隧道的方法的该保持装置17中，支撑板18可滑动地附接到圆周隧道掘进机1的矩形圆柱形镗床主体2的前内周面从而在镗床机身前进后退，进入镗床。接地保持板20的基端可枢转地支撑在支撑板的前端，使得当支撑板前进并沿着内周缘落下时，接地保持板的前端竖立在钻孔机体的内侧当支撑板退回时，钻孔机体的表面。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009108638A Falling-off preventive device of segment piece 有权
标题翻译：断层预防装置
公开(公告)号：JP2009108638A
公开(公告)日：2009-05-21
申请号：JP2007283924
申请日：2007-10-31
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Ohbayashi Corp , 三菱重工地中建機株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU , SUGIYAMA MASAHIKO , NAKANO SATOSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a falling-off preventive device capable of surely supporting a segment piece even if suction force of a vacuum gripping device of an erector disappears. SOLUTION: This falling-off preventive device 15 of the segment piece 9 has a columnar rod 16 fitted to a hole 12 arranged in the segment piece 9, a collar part 17 arranged on the rod 16, extending in the radial direction of a tunnel 10 and abutting on a cutting face side connecting surface 11 of the segment piece 9 when fitting the rod 16 to the hole 12, and an inserting-extracting means 18 for inserting-extracting the rod 16 in the hole 12. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够可靠地支撑分段件的防脱落装置，即使垂直器的真空夹紧装置的吸力消失。解决方案：分段件9的防脱落装置15具有嵌合在布置在分段件9中的孔12上的柱状杆16，布置在杆16上的凸缘部17沿径向方向延伸在将杆16配合到孔12时将通道10抵接在分段件9的切割面侧连接面11上，以及插入取出机构18，用于将杆16插入到孔12中。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009035983A Particles adhesion suppressing material, shielding tunnel excavator, earth and sand carrying container, and earth and sand storing container 审中-公开
标题翻译：颗粒粘合抑制材料，屏蔽隧道挖掘机，地球和砂带运输集装箱，以及土地和砂储存容器
公开(公告)号：JP2009035983A
公开(公告)日：2009-02-19
申请号：JP2007203275
申请日：2007-08-03
申请人： C I Kasei Co Ltd , Ci Matex Kk , Ohbayashi Corp , シーアイマテックス株式会社 , シーアイ化成株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , IZAWA MASAYOSHI , KOGA HIROSHI , WATABE NAOTO , OGAWA SOICHIRO
IPC分类号： E21D9/06 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a particles adhesion suppressing material which can be easily set to or removed from a portion of equipment or a device having a possibility of adhesion of the particles thereto, and to provide a shielding tunnel excavator with the same, an earth and sand carrying container and an earth and sand storing container.
SOLUTION: An earth and sand adhesion suppressing sheet 10 is constituted of a surface layer 20 on a side in contact with earth and sand and of a rear surface layer 30 on a side to be adhered to equipment and a device or the like. More practically, a separation sheet 240 of "Trail S 200" constituted of a thermoplastic resin layer 210 having a plurality of protrusions 22 formed on the surface side, a silicon curing resin layer 220 provided so as to cover the upper surface of the thermoplastic resin layer 210, an adhesive layer 230 provided on the lower surface of the thermoplastic resin layer 210 and formed of an adhesive or a bond, and a separation sheet 240 releasably adhered on the lower surface of the adhesive layer 230, is separated to expose the adhesive layer 230 and the adhesive layer 230 is pasted along the surface of a magnet sheet 30 while allowing the adhesive layer 230 to run thereupon.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易地从设备的一部分或者具有颗粒粘附的装置的部件设置或除去的颗粒粘附抑制材料，并且提供一种屏蔽隧道挖掘机，其具有同样的，沙沙运载容器和沙沙储存容器。解决方案：砂土粘附抑制片10由与砂土接触的一侧的表面层20和要附着到设备的一侧的后表面层30和装置等构成。更实际地，“Trail S 200”的分离片240由具有在表面侧形成的多个突起22的热塑性树脂层210构成，硅固化树脂层220设置成覆盖热塑性树脂的上表面层210，设置在热塑性树脂层210的下表面上并由粘合剂或结合物形成的粘合剂层230和可释放地粘附在粘合剂层230的下表面上的分离片240被分离以露出粘合剂层230和粘合剂层230沿着磁片30的表面粘贴，同时允许粘合剂层230在其上运行。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2005299294A Carrying out apparatus of excavated soil 有权
标题翻译：执行挖土机的设备
公开(公告)号：JP2005299294A
公开(公告)日：2005-10-27
申请号：JP2004119786
申请日：2004-04-15
申请人： Ohbayashi Corp , Sankyu Inc , 山九株式会社 , 株式会社大林組
发明人： NAKAYAMA MASAO , MATOBA KAZUHIKO , GOTO MAKOTO , SHIBUYA HITOSHI , YAMATO HIDEJI , ASAI MIKIO , KOSAKA KAZUTOSHI
IPC分类号： E21D9/12 , B65G15/26 , B65G21/14
摘要： PROBLEM TO BE SOLVED: To make it possible to carry out excavated soil in a narrow place.
SOLUTION: The carrying apparatus is provided with a starting belt conveyor 14 used from the time immediately after departure of a shield excavator 12 and a belt conveyor for initial excavation to be installed in the rear side after the shield excavator 12 advances forward by a specified distance to a specified forward distance. The advancing belt conveyor 14 is equipped at the rear side of the shield excavator 12 installed in the starting shaft 10 and a vertical storage part 14b storing so as to be able to feeding out, while turning an extension belt 14a repeatedly to the vertical direction. The initial excavation belt conveyor is provided with a horizontal storage part so as to be able of horizontally feeding out the extending belt part after a plurality of times of turning motion.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：使得可以在狭窄的地方进行挖土。解决方案：承载装置设置有从盾构式挖掘机12起飞后的时间开始使用的起动带式输送机14和用于初始开挖的带式输送机，在盾构式挖掘机12向前推进之后安装在后侧指定距离指定的前进距离。前进带式输送机14配备在安装在起动轴10中的盾构式挖掘机12的后侧，并且在垂直方向上反复转动延伸带14a的同时，存储有能够输出的垂直存储部14b。初始的挖掘带式输送机设置有水平存储部，以便能够在多次转动之后水平地输送延伸带部。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2013234504A Widening device and widening method for existing tunnel 有权
标题翻译：现有隧道的增宽装置和宽带化方法
公开(公告)号：JP2013234504A
公开(公告)日：2013-11-21
申请号：JP2012108163
申请日：2012-05-10
申请人： Mitsubishi Heavy Industries Mechatronics Systems Ltd , 三菱重工メカトロシステムズ株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： SUGIYAMA MASAHIKO , MIZUNO MUTSUO , YAMAMOTO YUKI , UEDA HISATERU , MATOBA KAZUHIKO
IPC分类号： E21D9/06 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a widening device and a widening method for an existing tunnel which can reduce a cost through downsizing of the widening device and are excellent in versatility.SOLUTION: A widening device of an existing tunnel comprises: a device body 13 capable of moving forward, inside an entrance 11 of an existing tunnel 10, in a radial direction of the tunnel; a propulsion jack 14 arranged inside the existing tunnel to move the device body forward; cutter supporting cylinders 18A and 18B which are extensible and supported by a bulkhead 17 partitioning inside the device body, via sealing devices 19A and 19B in a manner that the cutter supporting cylinders 18A and 18B penetrates the bulkhead 17 to enable the cutter supporting cylinders to swing in a vertical direction as well as move in a horizontal direction; saddle members 20A and 20B which pivotally support the cutter supporting cylinders to allow the same to swing in the vertical direction and are supported by the device body so as to be movable in the horizontal direction; a swing jack 25 to swing the cutter supporting cylinders; slide jacks 26a and 26b to move the saddle members; drum cutters 27A and 27B attached to tip sections of the cutter supporting cylinders; and a discharge conveyer 35 to take in excavated soil in front of the bulkhead inside the device body.
摘要翻译：要解决的问题：提供一种用于现有隧道的加宽装置和扩宽方法，其可以通过缩小加宽装置来降低成本，并且具有优异的通用性。解决方案：现有隧道的加宽装置包括：装置主体13 能够在隧道的径向方向上向前移动现有隧道10的入口11内; 设置在现有隧道内的推进千斤顶14，使装置主体向前移动; 切割器支撑筒18A和18B，它们是通过密封装置19A和19B以分隔在装置主体内部的隔板17支撑的，以使得切割器支撑筒18A和18B穿过隔板17以使切割器支撑筒摆动在水平方向上移动; 鞍形构件20A和20B，其枢转地支撑切割器支撑筒，以允许其在垂直方向上摆动并被装置主体支撑，以便在水平方向上可移动; 摆动千斤顶25摆动刀具支撑筒; 滑块千斤顶26a和26b以移动鞍座构件; 连接在切割器支撑筒的末端部分上的滚筒切割器27A和27B; 以及排出输送器35，以便将装置主体内部的舱壁前方的挖掘的土壤进行收容。

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