会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 5. 发明专利
    • Method of closing opening of impervious type revetment
    • 关闭不正确类型的开放方法
    • JP2012092512A
    • 2012-05-17
    • JP2010238667
    • 2010-10-25
    • Toyo Constr Co Ltd東洋建設株式会社
    • OTSUKI TAKASHIYAMAZAKI TOSHIHIROKANAZAWA TAKESHI
    • E02B3/12
    • PROBLEM TO BE SOLVED: To eliminate the influence of an uplift pressure due to a tide level difference of a construction water area as much as possible when closing an opening of an impervious type revetment by an inclined dike comprising natural stones or the like.SOLUTION: On a top end face of a foundation mound 26, a first top end height H1, with which securing the water conduction cross section Ws between outside and inside of a dike at lower position than a water level at the high tide is possible, is set taking the tide level difference of the construction water area into consideration, and a first impervious structure 24 extending from the first top end height H1 to an intra-dike bottom surface part is created. While making it possible to exchange water between outside and inside of the dike through the water conduction cross section Ws, the influence of the uplift pressure passing through the foundation mound 26 from the outside of the dike and acting on the back surface of the first impervious structure 24 is suppressed as much as possible. In the following process of creating a second impervious structure extending from a second top end height H2 at a position higher than the water level at the high tide in the construction water area to the intra-dike bottom surface part, the influence of the uplift pressure from the outside of the dike is eliminated by the first impervious structure 24.
    • 要解决的问题:为了通过包括天然石头等的倾斜堤坝关闭不透水型护岸的开口尽可能地消除由于施工水域的潮汐水位差引起的隆升压力的影响 。 解决方案:在基础墩26的顶端面上,第一顶端高度H1,其将水导流横截面Ws固定在堤坝的外部和内部之间,处于比高潮时的水位低的位置 可以考虑到建筑用水区域的潮汐水位差,并且形成从第一顶端高度H1延伸到堤内底面部的第一不透水结构体24。 通过水传导横截面Ws能够在堤坝的外部和内部之间交换水,从堤坝外部通过基础土丘26的隆起压力的影响作用在第一不透水的后表面上 结构24被尽可能地抑制。 在以下的工序中,从第二上端高度H2形成第二不透水结构,该第二不透水结构在高于建筑用水区域的高潮期的水位的位置到堤内底面部的位置上,提升压力 从堤防外部被第一个不透水的结构24排除。版权所有(C)2012,JPO&INPIT
    • 6. 发明专利
    • 土砂の投入装置及び投入方法
    • 用于排放地球和沙子的装置和方法
    • JP2014224362A
    • 2014-12-04
    • JP2013103207
    • 2013-05-15
    • 東洋建設株式会社Toyo Constr Co Ltd
    • KANAZAWA TAKESHITSURUGASAKI KAZUHIRO
    • E02D15/10
    • 【課題】トレミー管を用いた土砂投入工において、周辺水域の濁りの発生を、より効果的に抑える。【解決手段】トレミー管10により土砂20の落下経路が画定され、トレミー管10の頭頂部に設けたホッパー14から投入される土砂20が、水中に飛散して濁りを発生することなく、トレミー管10の下端部16から水底面へと放出される。下端部16から所定高さHまでの範囲が、外力を受けて自在に変形する変形可能部22として構成され、トレミー管10が作業船12の揺れにつられて揺動し、トレミー管10の下端部16が水底面に衝突しても、トレミー管10の下端部16を構成する変形可能部22が自在に変形して、破損を防ぐ。よって、変形可能部22の下端を、土砂を投入する水底面GLに対し、可能な限り接近させて、土砂20を投入することが可能となる。【選択図】図1
    • 要解决的问题:更有效地抑制使用颤音管道在地球工作中周围水域中的浊度的发生。解决方案:砂土20的落下路径由颤音管10限定,并将土砂20倾倒 从设置在颤音管10的顶部的料斗14排出到颤音管10的下端部16到水底,而不会由于在水中的飞散而发生浑浊。 从下端16到预定高度H的范围被构成为通过接受外力而自由变形的可变形部22。 即使当颤抖管10滚动时,工作船12的滚动和颤音管10的下端16与水底相撞,则构成颤音管10的下端16的可变形部22自由变形并防止 破损。 因此,能够将可变形部22的下端尽可能靠近水底GL倾倒土砂,并能够将土砂20倾倒。
    • 7. 发明专利
    • Cutting device
    • 切割装置
    • JP2014091935A
    • 2014-05-19
    • JP2012241778
    • 2012-11-01
    • Toyo Constr Co Ltd東洋建設株式会社
    • CHIKAMOTO TAKESHIYAMAZAKI TOSHIHIROKANAZAWA TAKESHI
    • E02D23/00
    • PROBLEM TO BE SOLVED: To provide a cutting device that can form an opening for removing an infilling material by cutting an upper cover of a caisson at low cost even when the upper cover is thick.SOLUTION: A cutting device 1 includes: a core drill which forms through holes 6 to be used as a throw-in hole 6a and a recovery hole 6b in an upper cover 4; a floating body 8 which is connected to a lead wire 7 for guiding a wire used in wire sawing and thrown in through the throw-in hole 6a of the upper cover 4 to be arranged on a water surface below the upper cover 4; and a suction pipe 12 which moves the floating body 8 from the water surface below the throw-in hole 6a to a water surface below the recovery hole 6b with suction hydrodynamic force 15 so as to recover the floating body 8 to the outside. Consequently, the wire for wire sawing can be wound between the throw-in hole 6a and the recovery hole 6b of the upper cover 4, so that an opening 5 for removing an infilling material 3 can be formed in the upper cover 4 at low cost.
    • 要解决的问题:提供一种切割装置,其可以通过以低成本切割沉箱的上盖而形成用于去除填充材料的开口,即使当上盖较厚时。切割装置1包括:芯钻 其形成通孔6以用作上盖4中的入口孔6a和回收孔6b; 连接到引线7的引导线8,用于引导线锯中使用的线,并通过上盖4的投入孔6a被引入到布置在上盖4下面的水面上; 以及吸引管12,其将浮体8从吸入孔6a下方的水面移动到具有吸入流体动力15的回收孔6b下方的水面,以将浮体8回收到外部。 因此,用于电线锯切的线可以缠绕在上盖4的入口6a和回收孔6b之间,从而可以以低成本在上盖4中形成用于去除填充材料3的开口5 。
    • 8. 发明专利
    • Structure for mitigating disaster caused by tsunami and high tide
    • 缓解由TSUNAMI和高潮引起的灾难的结构
    • JP2012097536A
    • 2012-05-24
    • JP2010248549
    • 2010-11-05
    • Toyo Constr Co Ltd東洋建設株式会社
    • KOTAKE YASUOKANAZAWA TAKESHIMATSUMURA AKIKOYAMAZAKI KEI
    • E02B3/06
    • PROBLEM TO BE SOLVED: To provide a structure for mitigating disasters caused by a tsunami and a high tide, which can suppress the disasters caused by the tsunami and the high tide, without the need for a drive unit or a human operation.SOLUTION: A structure 1 for mitigating disasters caused by a tsunami and a high tide comprises a main body section 3 in which a space as a retarding chamber 2 is provided and which has an opening 7 formed in a front wall 6 facing ocean waves, and a rising/falling crown wall section 5 which is provided on the crown of the main body section 3 and constituted in a freely rising/falling manner so as to face the ocean waves. This can suppress the disasters caused by the tsunami and the high tide, without the need for the drive unit or the human operation.
    • 要解决的问题:提供一种减轻海啸和高潮造成的灾害的结构,可以抑制海啸和高潮造成的灾害,无需驱动单元或人为操作。 解决方案:用于减轻由海啸和高潮引起的灾害的结构1包括主体部分3,其中设置有作为延迟室2的空间,并且具有形成在面向海洋的前壁6中的开口7 波浪和上升/下降的冠壁部分5,其设置在主体部分3的冠部上并且以自由上升/下降的方式构成以面对海浪。 这样可以抑制海啸和高潮造成的灾难,无需驱动单元或人为的操作。 版权所有(C)2012,JPO&INPIT
    • 10. 发明专利
    • Vertical direction seawater exchanging device
    • 垂直方向海水交换装置
    • JP2007308884A
    • 2007-11-29
    • JP2006136348
    • 2006-05-16
    • Toyo Constr Co Ltd東洋建設株式会社
    • KANAZAWA TAKESHISAKASHITA KATSUHIROKISHIMOTO KAZUEYAMAMURA KOSUKEMIYAKE TATSUOJINNO NATSUKI
    • E02B3/02E02B1/00E02B3/14
    • PROBLEM TO BE SOLVED: To provide a seawater exchanging device capable of exchanging seawater in the vertical direction efficiently without being affected by the depth of seawater and a tidal current and having a wide scope of application.
      SOLUTION: A tubular structural body 12 having a water passage 11 in its inside is provided on a face of slope in a form for replacing with one row of covered blocks, and a lower end opening 13 and an upper end opening 14 of the tubular structural body 12 are positioned in a section just above the ground 1 on the sea bottom and in the vicinity of average tide level, respectively. Difference occurs in water pressure acting on both end openings due to difference in phase of waves at positions corresponding to both end openings 13, 14 of the tubular structural body 12, and downward flow or upward flow is induced in the tubular structural body due to the difference in water pressure.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种能够有效地在垂直方向上交换海水的海水交换装置,而不受海水深度和潮汐流影响并具有广泛的应用。 解决方案:在斜面的表面上设置有一个在其内侧具有水通道11的管状结构体12,用于替换一排覆盖块的形式,以及下端开口13和上端开口14 管状结构体12分别位于海底上的地面1上方的平均潮汐水平附近。 由于在与管状结构体12的两个端部开口13,14相对应的位置处的波的相位差异,作用在两个端部开口上的水压差异发生,并且由于管状结构体12在管状结构体中引起向下的流动或向上流动 水压差。 版权所有(C)2008,JPO&INPIT