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    • 1. 发明专利
    • Method of jacking element and cutting edge element used for the same
    • 打破元件的方法和切割边缘元件
    • JP2011174219A
    • 2011-09-08
    • JP2010036753
    • 2010-02-23
    • East Japan Railway CoJeitekku:KkTekken Constr Co Ltd東日本旅客鉄道株式会社株式会社ジェイテック鉄建建設株式会社
    • SUGIZAKI KOSHUSHIMIZU MITSURUMIZUISHI MAIKOYUZA KEIJINAGAO TATSUJINISHIMURA TOMOAKISUZUKI HIDEYUKI
    • E21D9/093E21D9/04E21D13/00
    • PROBLEM TO BE SOLVED: To provide a method of jacking an element which easily corrects the intruding direction of an element and improves working efficiency and working speed, and also to provide a cutting edge element used for the method. SOLUTION: In the method of jacking an element, the cutting edge element 1 positioned at the front end of an element row in the intruding direction includes a plurality of detachable bits 23a, 23b on the outer periphery of the front opening 21 thereof. These bits are replaceable between normal bits which have normal thicknesses and thick bits for directional correction which further project outward than the normal bits, respectively. When the intruding direction of the element row is corrected, the bit (for example 23a) of the cutting edge element 1 to be bent is replaced with a thick bit for directional correction which further projects outward than the normal bit, and the cutting edge element 1 is intruded into the cutting edge element 1, the bit for directional correction is replaced with the original normal bit to create a space for rotation, and the intruding direction is corrected. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种能够容易地校正元件的侵入方向并提高工作效率和工作速度的元件的顶起的方法,并且还提供用于该方法的切削刃元件。 解决方案:在顶部元件的方法中,位于元件排前端的切削刃元件1在入口方向上包括在其前开口21的外周上的多个可拆卸钻头23a,23b 。 正常位之间的这些位可以分别具有正常厚度和用于方向校正的粗位,这些位分别比正常位向外突出。 当元件排的侵入方向被校正时,要弯曲的切削刃元件1的钻头(例如23a)被替换为比正常钻头更向外突出的用于定向校正的粗钻头,并且切削刃元件 1被侵入到切削刃元件1中,用原来的正常钻头替换用于方向校正的钻头以产生旋转空间,并且校正侵入方向。 版权所有(C)2011,JPO&INPIT
    • 3. 发明专利
    • Natural ground cutting apparatus
    • 天然地切割设备
    • JP2011196133A
    • 2011-10-06
    • JP2010065739
    • 2010-03-23
    • East Japan Railway CoHokuto:KkJeitekku:KkTekken Constr Co Ltd東日本旅客鉄道株式会社株式会社ジェイテック株式会社ホクト鉄建建設株式会社
    • ITO YASUHIROKUBOKI TSUKASAKOIZUMI HIDEYUKINAGAO TATSUJINISHIMURA TOMOAKIOTAWARA TOSHINOBUMORI KOJI
    • E21D9/04
    • PROBLEM TO BE SOLVED: To provide a natural ground cutting apparatus capable of considerably extending a cutting construction section of the natural ground by increasing a storage amount of a flexible cutting tool such as a wire saw.SOLUTION: The natural ground cutting apparatus for cutting the natural ground in ditch shape with the flexible cutting tool 65 such as the endless wire saw includes a machine frame 50 of rectangular parallelepiped shape as a whole; a main pulley 51 provided inside the machine frame 50 and having a horizontal shaft to reciprocate in the longitudinal direction of the machine frame; a large number of adjusting pulleys 54a, 54b provided on a side face extended in the longitudinal direction of the machine frame 50 so as to form two rows in the longitudinal direction at mutual spaces, and having horizontal shafts parallel with the shaft of the main pulley 51; and the flexible cutting tool 65 wound on the main pulley 51 and the adjusting pulleys 54a, 54b. Each adjusting pulley can be wound with the flexible cutting tool 65 in a plurality of stages.
    • 要解决的问题:提供一种自然地面切割装置,其能够通过增加诸如线锯的柔性切割工具的存储量来显着地延伸自然地面的切割结构部分。解决方案:用于切割 具有诸如环形线锯的柔性切割工具65的沟槽形状的自然地面包括整体上具有长方体形状的机架50; 主滑轮51,其设置在机架50的内部,并具有沿机架纵向方向往复运动的水平轴; 设置在沿机器框架50的纵向方向延伸的侧面上的大量调节滑轮54a,54b,以在相互间隔沿长度方向形成两列,并且具有与主滑轮的轴平行的水平轴 51; 以及卷绕在主滑轮51和调节滑轮54a,54b上的柔性切割工具65。 每个调节带轮可以用多个阶段的柔性切割工具65缠绕。
    • 5. 发明专利
    • Structure for closure section of tunnel lining construction using lining elements, and method for closing lining elements
    • 使用内衬元件的隧道衬砌结构的结构及封闭衬砌元件的方法
    • JP2003041881A
    • 2003-02-13
    • JP2001231521
    • 2001-07-31
    • East Japan Railway CoTekken Constr Co Ltd東日本旅客鉄道株式会社鉄建建設株式会社
    • NOZAWA SHINICHIROKUWABARA KIYOSHISAITO MASAHARUKURISU MOTOAKINISHIMURA TOMOAKI
    • E21D9/04
    • PROBLEM TO BE SOLVED: To provide a structure for a closure section which can absorb a mounting tolerance having occurred between lining elements to be closed while ensuring the same structural strength as that exhibited when a conventional loop reinforcement cage is used, to thereby improve construction efficiency, and to provide a method for closing the lining elements.
      SOLUTION: According to the structure, the closure section 20 for closing an interval between the two lining elements 3a, 3b to be closed, which are opposed to each other and inserted into the natural ground, is formed of joint plates 24a, 24b and a plurality of tension members 25. Each of the joint plates 24a, 24b has a joint 26 along its lengthwise direction, which joint 26 engages with a joint 9 exposed to a closed space 23 formed in the natural ground at a location between both the lining elements 3a, 3b to be closed. The tension members 25 are arranged between both the mutually opposed joint plates 24a, 24b at predetermined intervals.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:提供一种闭合部分的结构,该结构能够在确保与使用常规的环形加固笼时所显示的结构强度相同的结构强度的同时,吸收在要关闭的衬里元件之间发生的安装公差,从而提高施工效率 并且提供一种封闭衬里元件的方法。 解决方案:根据该结构,用于封闭彼此相对并插入到自然地面中的要封闭的两个衬垫元件3a,3b之间的间隔的封闭部20由接合板24a,24b和 多个张紧构件25.每个接合板24a,24b具有沿其长度方向的接头26,该接头26与在两个衬里元件之间的位置处暴露于形成在自然地面中的封闭空间23的接头9接合 3a,3b关闭。 张紧构件25以预定的间隔布置在两个相互接合的接合板24a,24b之间。
    • 7. 发明专利
    • Interior structure of underground structure skeleton
    • 地下结构的内部结构
    • JP2014077306A
    • 2014-05-01
    • JP2012226440
    • 2012-10-11
    • East Japan Railway Co東日本旅客鉄道株式会社Tekken Constr Co Ltd鉄建建設株式会社
    • KUWABARA KIYOSHIARIMITSU TAKESHINAGAO TATSUJISATO EITOKUYASHIRO KOJIIWASAWA RIENISHIMURA TOMOAKINAKAMURA SEIJI
    • E21D11/04E21D9/04E21D11/38E21D13/02
    • PROBLEM TO BE SOLVED: To provide an interior structure in which a required inner space cross section of an underground structure skeleton can be reduced as further as possible by significantly reducing a mounting margin of an interior slab.SOLUTION: On a surface of a covering element 3 forming an inner surface of an underground structure skeleton, a number of rectangular interior slabs 11 are provided which are directly fixed for each covering element along a length direction of the covering elements. In both end portions of the interior slab 11 along the length direction of the covering element, an overhanging part 14 is formed for covering connectors 9, 10 protruding from the surface of the covering element. The overhanging parts 14, 14 of the interior slabs 11, 11 fixed to the covering elements 3, 3 neighboring to each other oppose each other to form a joint 18 at an upper side of the connectors 9, 10, and the joint 18 is filled with a sealant.
    • 要解决的问题:提供一种内部结构,其中可以通过显着减少内部板坯的安装边缘,尽可能地进一步减少地下结构骨架的所需内部空间横截面。解决方案:在覆盖元件的表面上 3形成地下结构骨架的内表面,设置有多个矩形内部板坯11,其沿着覆盖元件的长度方向直接固定在每个覆盖元件上。 在内部板坯11的沿着覆盖元件的长度方向的两端部形成有用于覆盖从覆盖元件的表面突出的连接器9,10的伸出部14。 固定到彼此相邻的覆盖元件3,3的内部板坯11,11的突出部分14,14彼此相对,以在连接器9,10的上侧形成接头18,并且接合部18被填充 用密封剂。