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    • 11. 发明专利
    • Method of constructing inside of tunnel
    • 隧道内部构造方法
    • JP2007247169A
    • 2007-09-27
    • JP2006068752
    • 2006-03-14
    • Kajima Corp鹿島建設株式会社
    • TAMADA KOICHIARAI TAKAHIROMATSUI NOBUYUKINAKAGAWA MASAYOSHISUDA NOBUHIROYAMAJI NOBUYA
    • E21D11/08
    • PROBLEM TO BE SOLVED: To provide a method of constructing the inside of a tunnel capable of remarkably saving labor for construction at site by constructing the inside of the tunnel with precast concrete members formed dedicatedly for each part thereof.
      SOLUTION: The both side parts of the tunnel are covered by segments 1 with built-in side wall brackets 1a. A precast invert 2 is laid down at the bottom part of the tunnel. A precast wall panel 4 is installed on the precast invert 2. A precast floor panel 3 is installed between the side wall brackets 1a, 1a while adjusting the height and levelness of the precast floor panel 3 by an adjustment block 8 installed on the side wall brackets 1a.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种构造隧道内部的方法,其能够通过用专门为其各部分形成的预制混凝土构件构造隧道内部来大大节省现场施工人力。

      解决方案:隧道的两侧部分被具有内置侧壁支架1a的段1覆盖。 在隧道的底部设有一个预制翻转2。 预制墙板4安装在预制倒棱2上。预制地板镶板3安装在侧壁支架1a,1a之间,同时通过安装在侧壁上的调节块8调节预制地板镶板3的高度和水准度 支架1a。 版权所有(C)2007,JPO&INPIT

    • 12. 发明专利
    • Pneumatically sending capsule type earth pumping facility
    • 气体发送胶囊类型地面泵送设备
    • JP2006249789A
    • 2006-09-21
    • JP2005068285
    • 2005-03-11
    • Kajima CorpKansai Sekkei KkKomatsu LtdSumitomo Metal Pipeline & Piping Ltd住友金属パイプエンジ株式会社株式会社小松製作所関西設計株式会社鹿島建設株式会社
    • MATSUI NOBUYUKIFUKUNAGA TAKESHIMORIOKA KYOICHIMITANI NORIOSAITO KAZUOKIRA KOJI
    • E21D9/13B65G51/04E21D1/00E21F13/04
    • PROBLEM TO BE SOLVED: To efficiently discharge muck continuously discharged from a shaft excavator, by compactly constituting a muck input part. SOLUTION: A capsule delivery device 21 has the muck input part 6 having an input chute 7 for receiving the muck from a bucket conveyor 4b, a carrying duct 11 for pneumatically sending and carrying a loaded capsule C and a return duct 12 for pneumatically sending and returning an empty capsule C arranged between the muck input part 6 and an aboveground side muck discharge part 8, and an air driving device 13 for sucking and sending driving air from and to the carrying duct 11 and the return duct 12; and is provided with the muck input part 6 having a carrying-in rocking arm 22 for transferring the empty capsule C to a muck receiving lifter 25 of a discharge part 7a of the input chute 7 from a capsule receiving lifter 24 of an outlet of the return duct 12, and a carrying-out rocking arm 23 for transferring the loaded capsule C to a capsule sending-out lifter 26 of an outlet of the carrying duct 11 from the muck receiving lifter 25. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过紧凑地构成泥炭输入部分,有效地排出从竖井挖掘机排出的泥渣。 解决方案:胶囊输送装置21具有泥浆输入部分6,其具有用于从铲斗传送器4b接收泥渣的输入滑槽7,用于气动发送和承载装载的胶囊C的运送管道11和用于 气动送出返回设置在泥炭输入部6和地上侧排渣部8之间的空的胶囊C,以及用于从运送管道11和返回管道12吸引和发送驱动空气的空气驱动装置13; 并设置有具有携带摇摆臂22的泥炭输入部分6,用于将空的胶囊C从输入滑槽7的排出部分7a的输液部分7a的输液部分7a的输液部分 返回管道12和用于将装载的胶囊C从搬运用搬运升降机25输送到运送管道11的出口的胶囊送出升降器26的搬出摇摆臂23.版权所有(C)2006 ,JPO&NCIPI
    • 13. 发明专利
    • Disposal tunnel facility in geological disposal site
    • 地质处置场地处置隧道设施
    • JP2006170690A
    • 2006-06-29
    • JP2004361113
    • 2004-12-14
    • Kajima Corp鹿島建設株式会社
    • MATSUI NOBUYUKIYOKOTA YORIHAYAOKUTSU KAZUO
    • G21F9/34B09B1/00E21D9/14G21F9/36
    • PROBLEM TO BE SOLVED: To drastically shorten the construction period of an underground facility in geological disposal site for radioactive waste and the like, improve load factor/cost reduction ratio such as TBM and reduce a construction cost by expediting the construction start time of disposal tunnel for burying waste and efficiently constructing the disposal tunnel.
      SOLUTION: A TBM is started from a vertical shaft 11, a short and straight connection tunnel 12 is drilled and formed, and spirally advanced until returning with a minimum radius of drilling in the center of the spiral. By returning to the vertical shaft 11, a continuous spiral type (mosquito coil type) continuous disposal tunnel 13 is drilled and formed. This tunnel is arranged with a triple pitch, for example and simultaneously drilled with three TBMs so as to be a disposal tunnel facility 10 in spiral type consisting of 13, 14 and 15. One spiral is continuously drilled with a TBM and when a durable distance is over, it is dismantled and carried out of the vertical shaft 11.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:大幅缩短放射性废物等的地质处置场地下设施的施工期,提高TBM等负荷因子/成本降低率,加快施工开始时间,降低施工成本 的废弃物处置隧道,有效建设废弃隧道。 解决方案:从垂直轴11开始TBM,钻出并形成短且直的连接通道12,并且螺旋地前进直到在螺旋中心具有最小的钻孔半径返回。 通过返回到垂直轴11,钻出并形成连续的螺旋型(蚊香线型)连续处理通道13。 这个隧道例如与三个TBM一起布置,同时用三个TBM进行钻孔,以便成为13,14和15组成的螺旋式处理隧道设施10.一个螺旋线用TBM连续钻孔,当耐用距离 已经结束了,它被拆卸并从垂直轴11进行。版权所有(C)2006,JPO&NCIPI
    • 14. 发明专利
    • Pneumatic caisson and material lock silencer
    • 气动卡西斯和材料锁定器
    • JP2006070652A
    • 2006-03-16
    • JP2004258279
    • 2004-09-06
    • Kajima CorpToshiba Corp株式会社東芝鹿島建設株式会社
    • MATSUI NOBUYUKISAKAMOTO YOSHIKANEKONDO HISAOEBATO AKIHIKOSHIOYAMA TSUTOMU
    • E02D23/06
    • PROBLEM TO BE SOLVED: To surely reduce noise generated from a material lock by a relatively simple silencer, by surely reducing the noise generated from clearance of a wire guide of the material lock and the other place, by extremely easily performing adding work of a material shaft in a pneumatic caisson.
      SOLUTION: The material lock 6 is arranged on a floor slab 2. A partition wall 8 is arranged above this material lock 6, and a silencing space 9 for storing the material lock is formed on the floor slab. A lower part of the material shaft 7 is installed in a through-hole 10 positioned above the material lock formed on the partition wall 8. A passive silencing shaft is formed by arranging a sound absorbing material 20 on an inner surface of the material shaft 7. An active silencing system 21 for making a sound of an opposite phase of the noise interfere with the noise, is arranged on the outside in the lower part of the material shaft 7.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过相对简单的消声器可靠地降低材料锁产生的噪音,通过确保减少由材料锁和另一个位置的导线器的间隙产生的噪音,通过极其方便地执行添加工作 的气动沉箱中的材料轴。 解决方案:材料锁6布置在楼板2上。分隔壁8布置在该材料锁6的上方,并且在楼板上形成用于存储材料锁的消音空间9。 材料轴7的下部安装在位于形成在分隔壁8上的材料锁上方的通孔10中。无源消音轴通过在材料轴7的内表面上布置吸声​​材料而形成 在材料轴7的下部设置有用于使噪声相反的声音干扰噪声的主动消音系统21。(C)2006,JPO&NCIPI
    • 16. 发明专利
    • Construction method of overhead crossing and overhead crossing
    • 超越交叉和横跨交错的施工方法
    • JP2003313825A
    • 2003-11-06
    • JP2002123447
    • 2002-04-25
    • Kajima Corp鹿島建設株式会社
    • MATSUI NOBUYUKIYOSHIKAWA TADASHI
    • E01C1/04E01D1/00E01D21/00
    • PROBLEM TO BE SOLVED: To provide a construction method of an overhead crossing and the overhead crossing capable of shortening the term of work by simultaneously performing foundation and pier work with girder production.
      SOLUTION: A road upper girder 7 is laid over erected girder leg parts 5 set within the planned width of an overhead crossing road 2, and a Gewindestabs 11 for segment temporary suspension are fixed to both end parts of a plurality of segment temporary receiving girders 9 arranged on the road upper girder 7. Standard segments 19a, 19b and 19c are set in the planned height of the overhead crossing road 2 through the erected girder leg parts 5, and segments 21a, 21b, 21c, etc., are arranged in prescribed positions by use of a segment suspending device 17, and suspended by the Gewindestabs 11. A foundation 3 and a pier 23 are also constructed in the position of the erected girder leg part 5. After the arranged segments are integrated to form girders 35a, 35b and 35c, the Gewindestabs 11, the erected girder leg parts 5, and the road upper girder 7 and the like are removed.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种架空交叉和架空交叉的施工方法,能够通过同时进行基础和桁架加工来缩短工作期限。 解决方案:将路面上梁7放置在设置在架空交叉道路2的规划宽度内的竖立的梁腿部5上,并将用于段暂时悬挂的Gewindestabs 11固定到多个段临时的两个端部 接收梁9布置在道路上梁7上。标准段19a,19b和19c通过竖立的梁腿部分5设置在架空交叉道路2的预定高度中,并且段21a,21b,21c等 通过使用段悬挂装置17布置在规定位置,并由Gewindestabs 11悬挂。基座3和墩23也构造在竖立的梁腿部分5的位置。在布置的段被整合以形成桁架 35a,35b和35c,Gewindestabs 11,竖立的梁腿部5和道路上梁7等都被去除。 版权所有(C)2004,JPO
    • 17. 发明专利
    • Construction method of overhead crossing, overhead crossing and moving frame
    • 超越交叉,横梁和移动框架的构造方法
    • JP2003313824A
    • 2003-11-06
    • JP2002123438
    • 2002-04-25
    • Kajima Corp鹿島建設株式会社
    • MATSUI NOBUYUKIYOSHIKAWA TADASHI
    • E01C1/04E01D2/00E01D6/00E01D21/00
    • PROBLEM TO BE SOLVED: To provide a construction method of an overhead crossing and the overhead crossing capable of shortening the term of work by simultaneously performing foundation work and girder production. SOLUTION: A ramp part girder 11 is made on the working deck 17 of a fixed frame 5 and the working deck 19 of a moving frame 9, and the working frame 19 is raised by use of a lifting jack 15 to replace the dead weight of the ramp part girder 11. The moving frame 9 is then floated by injecting water to the caster bag 31 of a water caster 13 and a pressure chamber 35, and then drawn and moved by a tire shovel or the like to between temporary frames 7. The working deck 19 is lowered by use of the lifting jack 15 to replace the dead weight of the ramp part girder 11 to the temporary frames 7, and the girder is temporarily set thereon. Thereafter, the moving frame 9 is moved again between it and the fixed frame 5, and a central part girder 25 is produced on the working deck 17 of the fixed frame 5 and the working deck 19 of the moving frame 9. In parallel to the production of the ramp part girder 11 or the central part girder 25, a bridge pier 23 is built and constructed in a foundation 23, and lifted up. COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种架空交叉和架空交叉的施工方法,能够通过同时进行基础工作和大梁生产来缩短工作期限。 解决方案:在固定框架5的作业台面17和移动框架9的作业台面19上形成斜坡部分梁11,并且通过使用提升起重器15升高作业框架19来代替 斜坡部分梁11的重量。然后,移动框架9通过将水注入水脚轮13的脚轮袋31和压力室35中而浮起,然后通过轮胎铲等将其移动到临时 工作台面19通过使用提升千斤顶15降低,以将斜坡部分梁11的自重替换为临时机架7,并且将该梁临时设置在其上。 此后,移动框架9在其与固定框架5之间再次移动,并且在固定框架5的作业台面17和移动框架9的作业台面19上产生中央部分梁25。 斜坡部分梁11或中央部梁25的生产,桥墩23被建造并构造在基础23上并提升。 版权所有(C)2004,JPO
    • 18. 发明专利
    • Excavator
    • 挖掘机
    • JP2003003482A
    • 2003-01-08
    • JP2001188680
    • 2001-06-21
    • Kajima Corp鹿島建設株式会社
    • MATSUI NOBUYUKI
    • E02D23/08
    • PROBLEM TO BE SOLVED: To provide an excavator which can improve the excavating efficiency thereof.
      SOLUTION: The excavator is constructed by setting a traveling rail 4 in an excavating work chamber 3 formed on a bottom of a caisson 2, allowing a travel truck 5 to travel along the traveling rail 4, attaching a revolving frame 6 to the travel truck 5 in a rotatable manner, attaching a shovel 7 to the revolving frame 6 in a revolving manner, and attaching a conveyor 20 to the revolving frame 6 in a revolving manner. The conveyor 20 has a transporting belt 23 which is slidable to and fro to transport excavated soil loaded by the shovel 7 to the rear.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:提供一种能够提高挖掘效率的挖掘机。 解决方案:挖掘机通过在形成于沉箱2的底部的挖掘工作室3内设置行驶轨道4而构成,使行驶车5沿着行进轨道4行驶,将回转框架6安装在行驶车5上 以可旋转的方式将铲7以旋转的方式安装到旋转框架6上,并且以旋转的方式将输送机20安装到旋转框架6。 输送机20具有传送带23,该输送带23可以往复运动地将铲土机7装载的挖掘的土壤运送到后部。
    • 19. 发明专利
    • Flood evacuation facility
    • FLOOD EVACUATION设施
    • JP2014095228A
    • 2014-05-22
    • JP2012247454
    • 2012-11-09
    • Kajima Corp鹿島建設株式会社
    • MATSUI NOBUYUKI
    • E04H9/14B63C9/04
    • PROBLEM TO BE SOLVED: To provide a flood evacuation facility which enables a floating body to smoothly float along a guide column section by curbing an inclination of the floating body.SOLUTION: A flood evacuation facility 1, provided with an evacuation deck 10 capable of floating along with an increase in a water level, comprises: a guide column section 2 which is fixed to the ground and vertically extended; a lower frame 3 with a plurality of support columns 5, which are installed on the ground and vertically extended, arranged around the guide column section 2; and an upper frame 4 which is arranged on the lower frame 3, has a plurality of vertically extended support columns 6 and is provided with a through-hole where the guide column section 2 is inserted therethrough. The upper frame 4 has a lower float 7 arranged at a side of the lower frame 3 and an upper float which is supported from underneath by the plurality of support columns 6 and arranged with a distance above the lower float 7.
    • 要解决的问题:提供一种疏散疏散设施,其能够使浮体通过限制浮体的倾斜而沿着导柱部分平滑地浮动。解决方案:一个疏散设施1,设有能够浮起的撤离甲板10 随着水位的增加,包括:固定在地面上并垂直延伸的导柱部分2; 布置在引导柱部分2周围的具有多个支撑柱5的下框架3,其安装在地面上并垂直延伸; 并且布置在下框架3上的上框架4具有多个垂直延伸的支撑柱6,并且设置有引导柱部分2插入其中的通孔。 上框架4具有布置在下框架3的一侧的下浮子7和由下列的多个支柱6支撑并且在下浮体7上方设置一段距离的上浮体。
    • 20. 发明专利
    • Belt conveyer device
    • 皮带输送装置
    • JP2014024630A
    • 2014-02-06
    • JP2012165707
    • 2012-07-26
    • Kajima Corp鹿島建設株式会社Nippon Conveyor Co Ltd日本コンベヤ株式会社
    • MATSUI NOBUYUKIIKEMATSU KENJIMIZUTANI AKIRAISHII YASUSHITATSUMI SEIICHIYOSHIKAWA KATSUHIRO
    • B65G15/14
    • PROBLEM TO BE SOLVED: To provide a belt conveyer device capable of certainly loading an article to be carried, regardless of a carrying distance in a vertical direction of the article to be carried.SOLUTION: An article to be carried is carried by a belt conveyer device 1 while being clipped by a first belt 2 and a second belt 3 opposite to each other. The belt conveyer device 1 is provided with a lower horizontal frame 7, and a tilting frame 8. The lower horizontal frame 7 is disposed at a loading position of the article to be carried at a lower position, and the tilting frame 8 is made to be rockable around a generally horizontal axis at an upper position. When a tilting angle of the tilting frame 8 is changed, the first belt 2 is made to be a curved surface convex to the second belt 3 side at the loading position. The belt 3 is kept in a state where disposed along a tangential direction to the first belt 2.
    • 要解决的问题:提供一种能够肯定地装载要携带的物品的带式输送装置,而不管所携带的物品的垂直方向上的承载距离如何。待传送的物品由带式输送机 装置1被第一带2和彼此相对的第二带3夹住。 带式输送装置1设置有下水平框架7和倾斜框架8.下水平框架7设置在待运送在下部位置的物品的装载位置,并且使倾斜框架8形成为 在上部位置围绕大致水平的轴摆动。 当倾斜框架8的倾斜角度改变时,第一带束带2成为在装载位置处凸起到第二皮带3侧的弯曲表面。 带3保持在沿着与第一带2的切线方向配置的状态。