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    • 2. 发明专利
    • Tunnel excavation system and tunnel excavation construction method
    • 隧道掘进系统和隧道掘进施工方法
    • JP2007303212A
    • 2007-11-22
    • JP2006134124
    • 2006-05-12
    • Kajima CorpKajima Mechatro Engineering Co Ltdカジマメカトロエンジニアリング株式会社鹿島建設株式会社
    • YONEZAWA MINORUKAMEI YOSHIYUKITAKASE TAKESHIMORI NAOTOKAJIWARA KOJI
    • E21F13/02E01B23/02
    • PROBLEM TO BE SOLVED: To provide a tunnel excavation system and a tunnel excavation construction method for driving a transport carrier into a following carrier smoothly while constructing a track by a rear part of the following carrier. SOLUTION: This tunnel excavation system is provided with the following carrier 2 connected with a rear part of a shield machine 1 for excavating a tunnel, running on a tunnel lined member 11, moving in accordance with excavation of the shield machine 1, and allowing the transport carrier 4 to ride in the following carrier 2 while constructing the track 21 for letting the transport carrier 4 run on it, a movable carrier 5 provided in the following carrier 2 so as to move backward from the following carrier 2 on a fixed rail 51 and a movable rail 52 being continuous with the track 21 constructed by the following carrier 2, and a track construction part 3 provided in a rear part of the following carrier 2 to construct a main track 12 for letting the transport carrier 4 run on it on the tunnel lined member 11. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种隧道掘进系统和隧道挖掘施工方法,用于在由下列承运人的后部构建轨道的同时平稳地将运输承载件驱动到以下载体中。

      解决方案:该隧道挖掘系统设有与盾构机1的后部连接的以下托架2,用于挖掘隧道,在隧道内衬构件11上运行,根据盾构机1的挖掘移动, 并且允许运输工具4在构造用于使运输托架4运行的轨道21的同时搭载在下一个托架2中的可移动托架5,设置在下一个托架2中以便从下一托架2向后移动 固定轨道51和与由后述载体2构成的轨道21连续的活动轨道52以及设置在下一载体2的后部的轨道构造部分3,以构造用于使运输载体4运行的主轨道12 在隧道内衬成员11上。版权所有(C)2008,JPO&INPIT

    • 3. 发明专利
    • Manufacturing device for seawater micron-order ice for cooling
    • 用于冷却的海水微型冰的制造装置
    • JP2006189177A
    • 2006-07-20
    • JP2004383007
    • 2004-12-28
    • Kajima Mechatro Engineering Co LtdMarine River:Kkカジマ メカトロ エンジニアリング株式会社株式会社マリンリバー
    • SAKAGUCHI SHIGEAKI
    • F25C1/00
    • PROBLEM TO BE SOLVED: To provide a manufacturing device for seawater micron-order ice for cooling for cooling and storing various fishery products immediately after they are caught and landed quickly by seawater micron-order ice.
      SOLUTION: An upper lid having a water stream generator, a rotary shaft provided with a rotary vane in its inside, and an intermediate lid elevating and lowering freely are stored in a seawater micron-like ice tank main body communicated with a seawater pumping pump. Liquid-like seawater micron-like ice or fluidized seawater micron-like ice taking-out port is provided at a lower end. The seawater micron-like ice tank main body is provided with a pump operating automatically by a signal of a level switch and is provided with a refrigerator and a cream-like manufacturing drum operating simultaneously with operation of a flow meter communicating with the pump to communicate the cream-like manufacturing drum and the seawater micron-like ice tank main body mutually.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于海水微米级冰的制造装置,用于冷却,并在它们被海水微米级冰快速捕获并着陆后立即冷却和存储各种渔业产品。 解决方案:具有水流发生器,在其内部设置有旋转叶片的旋转轴和自由升降的中间盖的上盖存储在与海水连通的海水微米级冰箱主体中 泵送泵。 液体状海水微米级冰或流化海水微米级冰取出口位于下端。 海水微型冰箱主体设置有由液位开关的信号自动操作的泵,并且设置有与与泵通信的流量计的操作同时操作的冰箱和奶油状制造鼓以进行通信 奶油般的制造鼓和海水微米般的冰箱主体相互相连。 版权所有(C)2006,JPO&NCIPI
    • 6. 发明专利
    • Conveyance facilities for concrete
    • 混凝土输送设施
    • JP2005023692A
    • 2005-01-27
    • JP2003191826
    • 2003-07-04
    • Kajima CorpKajima Mechatro Engineering Co Ltdカジマメカトロエンジニアリング株式会社鹿島建設株式会社
    • OTSUGA SUSUMUSATOU TOSHIYUKIMANABE MASAHIRO
    • E02B7/00E04G21/02
    • PROBLEM TO BE SOLVED: To provide conveyance facilities for concrete capable of easily installing and moving facility such as a chute used when a carrier runs using an existing construction face of a concrete dam as a running passage and is moved into an inclined passage to transfer concrete into a transportation means arranged below it integrally with a hoisting device such as a winch and dispensing with new digging/foundation construction work as concrete conveyance facilities to improve construction property.
      SOLUTION: The self-propelling type hoisting device 2 provided with the inclined passage by an inclined plate 9 provided with the oblique chute 15 and a hopper 16 is arranged on a bank body 1 of the concrete dam during construction, a damper vehicle 4 on which concrete is loaded is connected with the hoisting device 2 through a wire 13, and the damper vehicle 4 is pulled up by the hoisting device 2 using a downstream slope 3 of the concrete dam as the running passage.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种混凝土输送设施,能够容易地安装和移动设备,例如当使用混凝土坝的现有结构面作为行驶通道的运输工具运行时使用的滑槽,并且移动到倾斜通道 将混凝土输送到与绞车等起重装置一体地配置在其下方的运输装置中,并分配新的挖掘/基础施工作为具体的输送设施,以提高施工性能。 解决方案:在推进式提升装置2中,设置有倾斜槽9的倾斜通道设置有斜槽15和料斗16,在施工期间布置在混凝土坝的堤体1上, 其中混凝土被装载通过导线13与起重装置2连接,并且使用混凝土坝的下游斜坡3作为运行通道,由提升装置2将阻尼器车辆4提升。 版权所有(C)2005,JPO&NCIPI
    • 7. 发明专利
    • Device for supporting continuous belt conveyor for construction of tunnel
    • 支持连续输送机施工隧道的装置
    • JP2004300724A
    • 2004-10-28
    • JP2003093935
    • 2003-03-31
    • Kajima CorpKajima Mechatro Engineering Co Ltdカジマメカトロエンジニアリング株式会社鹿島建設株式会社
    • SATO MASAAKIKOBAYASHI TAKASHIAIKAWA YUSUKE
    • E21D9/12E21D11/10E21D11/38
    • PROBLEM TO BE SOLVED: To provide a device for supporting a continuous belt conveyor for construction of a tunnel, which enables the continuous belt conveyor to be installed in the tunnel without being a hindrance to work using a work truck such as a sheet stretching truck and a center, and which can suppress local deflection of the continuous belt conveyor.
      SOLUTION: In this device, a hanging bracket 6 and a knee brace 7 make the continuous belt conveyor 3 supported on a tunnel wall surface 1A in a section ahead of the sheet stretching truck 4 and a section in the rear of the center 5. Thus, since a supporting truck 8 makes the belt conveyor 3 supported on a tunnel floor slab 1E in a section from the vicinity of the front of the truck 4 to that of the rear of the center 5, the whole of the belt conveyor 3 is installed above the floor slab 1E along the wall surface 1A, and the local deflection thereof can be surely suppressed. Additionally, since an obstacle does not exist on the tunnel wall surface facing the truck 4 and the center 5, a hindrance to lining work for the tunnel wall surface etc. is prevented.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于支撑用于隧道施工的连续带式输送机的装置,其能够使连续带式输送机安装在隧道中而不会妨碍使用诸如纸张的工作车辆的工作 拉伸卡车和中心,可以抑制连续皮带输送机的局部偏转。

      解决方案:在该装置中,悬挂支架6和膝盖支架7使得连续的带式输送机3在片材拉伸卡车4的前方的部分和中心的后方的部分中支撑在隧道壁表面1A上 因此,由于支撑卡车8使带式输送机3在从卡车4的前部附近到中心部5的后方的部分中的隧道地板1E上支撑,所以整个带式输送机 3沿着壁面1A安装在地板1E的上方,可以可靠地抑制其局部偏转。 此外,由于在面向卡车4和中心5的隧道壁面上不存在障碍物,所以妨碍了隧道壁面等的衬砌作业的障碍。 版权所有(C)2005,JPO&NCIPI

    • 9. 发明专利
    • Construction method of landing bridge for tunnel construction, and landing bridge for tunnel construction
    • 隧道施工用吊车桥施工方法及隧道施工吊装桥
    • JP2012241333A
    • 2012-12-10
    • JP2011109516
    • 2011-05-16
    • Kajima Corp鹿島建設株式会社Kajima Mechatro Engineering Co Ltdカジマメカトロエンジニアリング株式会社
    • SHIGENAGA AKIHIROFUKUYA YOSHINORIUEKI MUTSUOSATO MASAAKIITO YUJIYOSHIKAWA OSAMUMOTOHASHI TADAHIKOMORI NAOTO
    • E21D11/10
    • PROBLEM TO BE SOLVED: To provide a construction method or the like of a landing bridge for tunnel construction, capable of easily constructing a suitable landing bridge for tunnel construction corresponding to the tunnel construction.SOLUTION: By selecting a floor part unit member 11-n, a main girder unit member 13-n, a bracket 25 and a cylinder 27, etc., corresponding to the tunnel construction, transporting them to a tunnel construction site, and assembling the unit members at the tunnel construction site, a floor part 11, a main girder 13 and a flip-up mechanism 35 for flipping up a get-on base 15 of a landing bridge 1 for the tunnel construction are configured, and the landing bridge 1 for the tunnel construction is constructed. By selecting kinds of the floor part unit member 11-n, the main girder unit member 13-n and a flip-up mechanism unit member by the bracket 25 and the cylinder 27, the width, length, loadable weight and flip-up height of the get-on base 15 of the landing bridge 1 for the tunnel construction can be changed according to the tunnel construction.
    • 要解决的问题:提供一种用于隧道施工的登陆桥的施工方法等,能够容易地构建对应于隧道施工的隧道施工的合适的登陆桥。 解决方案:通过选择对应于隧道结构的地板单元构件11-n,主梁单元构件13-n,支架25和气缸27等,将其运送到隧道施工现场, 并且在隧道施工现场组装单元构件,构造用于翻转用于隧道结构的着陆桥1的接地基座15的地板部分11,主梁13和翻转机构35,并且 隧道施工着陆桥1。 通过选择底板部件单元构件11-n,主梁单元构件13-n和通过支架25和气缸27的上升机构单元构件的种类,宽度,长度,可承载重量和翻转高度 可以根据隧道施工方式改变隧道施工的着陆桥1的上座15。 版权所有(C)2013,JPO&INPIT