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    • 4. 发明专利
    • Underwater construction device
    • 水下施工装置
    • JP2013221340A
    • 2013-10-28
    • JP2012094068
    • 2012-04-17
    • Kajima Corp鹿島建設株式会社Asia Kaiyo Kkアジア海洋株式会社
    • OGURA TSUYOSHITAKIGUCHI NORIOKAMATA TOSHIHIKOSUZUKI SATOSHIKAIZE YOSHIHARUNISHIO AKIRAIIDA KAZUHIROKITAZAKI SHINJIKONDO MASATOSHINODA YOSHIMICHI
    • E21B7/128E21B15/02
    • PROBLEM TO BE SOLVED: To move up and down an underwater excavator with a gravity center thereof shifted.SOLUTION: An underwater construction device 1 comprises: a crane 5, lifting winches 6a and 6b as well as a pipe casing holding/driving device 3 which are mounted on a working barge 2; a pipe casing 4; and an underwater construction unit 7 which is suspended under water by the lifting winches 6a and 6b. The underwater construction unit 7 has: a support frame 31 to support an underwater breaker 33; an underwater holding device 32 to hold the pipe casing 4; and a suspension position adjustment device 80. The underwater construction unit 7 also has a slide unit, a lateral movement unit, a raking unit and a lifting unit to shift the underwater breaker 33 with respect to the support frame 31. The support frame 31 has suspended sections 83a and 83b suspended by the lifting winches 6a and 6b. The suspension position adjustment device 80 adjusts positions of the suspended sections 83a and 83b in a direction that the underwater breaker 33 is shifted.
    • 要解决的问题:上下移动重心的水下挖掘机移动。解决方案:水下施工装置1包括起重机5,升降绞盘6a和6b以及管壳保持/驱动装置3,其中 安装在工作驳船2上; 管壳4; 以及由提升绞盘6a和6b悬挂在水下的水下构造单元7。 水下结构单元7具有:支撑框架31,用于支撑水下断路器33; 用于保持管壳4的水下保持装置32; 和悬挂位置调整装置80.水下构造单元7还具有滑动单元,横向移动单元,耙动单元和提升单元,以相对于支撑框架31移动水下断路器33.支撑框架31具有 由升降绞盘6a和6b悬挂的悬挂部分83a和83b。 悬架位置调整装置80在水下断路器33移位的方向上调整悬挂部83a,83b的位置。
    • 5. 发明专利
    • Submarine underground survey excavator
    • 海底地下勘测挖掘机
    • JP2011149151A
    • 2011-08-04
    • JP2010008850
    • 2010-01-19
    • Okimoto Tamada玉田 興基
    • TAMADA OKIMOTO
    • E21B15/02E21B3/02
    • PROBLEM TO BE SOLVED: To provide a machine for performing underground survey, by reaching the sea bottom and performing excavation by means of a thin rod of a small excavator. SOLUTION: A large platform (oil press rig) is built so sea bottom can be dug down from above the sea by means of a thick rod; the small excavator is used; a rod grip method is applied to the excavator, by means of a caterpillar type of bulldozer so as to dive to the sea bottom and perform the excavation; and a diesel engine 127, capable of bearing seawater pressure on the sea bottom so as to perform long-term work on the sea bottom and capable of being resupplied with fuel and oxygen is used. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种用于进行地下勘测的机器,通过到达海底并通过小型挖掘机的细杆执行挖掘。 解决方案:建立了一个大型平台(油压钻机),可以通过厚棒从海面上挖出海底; 使用小型挖掘机; 采用卡特彼勒型推土机将挖掘机采用杆式抓斗方式,潜水到海底进行挖掘; 以及能够在海底承受海水压力以便在海底上进行长期作业并且能够被燃料和氧气补给的柴油机127。 版权所有(C)2011,JPO&INPIT
    • 10. 发明专利
    • SAND COVER MECHANISM OF SEABED BORING DEVICE
    • JPH0650081A
    • 1994-02-22
    • JP20153392
    • 1992-07-28
    • FURUKAWA CO LTD
    • OTA KAZUYUKI
    • E21B7/12E21B15/02E21B21/00E21C7/00
    • PURPOSE:To prevent sand from flowing into a bored hole, enhance the ability of a device to bore holes and reduce costs by providing at the lower end of a guide pipe a slide cover for covering the mouth of a bored hole when lowered, the guide pipe guiding a drilling rod down to the seabed. CONSTITUTION:To perform the construction work of crushing the rock 3R of the seabed 3, a ship 2 on the sea is towed to a work site and a support 21 is put down to the seabed 3 to position the ship 2, and a mast 4 is suspended to extend the rod 7 of a rock drilling machine 6 and boring is started by a bit 9. While the bit 9 is pressed against the rock 33R by application of thrust to the rod 7, boring is performed simultaneous with striking and rotation of the bit and sludge then formed is discharged upwards through a guide pipe 10, together with a flushing fluid F. As sand 13 or the like located near the mouth of the hole bored is discharged, a slide cover 11 seated thereon is gradually lowered and is seated on the rock 3R and prevents sand 13 from flowing in from all directions due to a tide T. The ability of the device to bore holes is thus enhanced while the time required for the work can be shortened.