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    • 2. 发明专利
    • Drilling device
    • 钻井设备
    • JP2013194375A
    • 2013-09-30
    • JP2012060264
    • 2012-03-16
    • Taisei Corp大成建設株式会社Seikotone Co Ltd成幸利根株式会社
    • HAMADA TATSUONORO KATSUYOSHIHIRAYAMA TETSUYAETSUDA ICHIROKANO TOSHINORI
    • E21B19/084E02D7/20E21B7/00
    • PROBLEM TO BE SOLVED: To provide a drilling device to which a wire for increasing a load of a tip bit can be assembled easily and in which construction efficiency can be improved.SOLUTION: A drilling device 1 comprises a base machine 10, a leader 20, a driver 30, a drilling shaft 40, and a throttling mechanism 50 which increases a load to a tip end bit 41. In a main body unit 12 of the base machine 10, a support member 16 is erected and the throttling mechanism 50 includes a first guide member 51 provided in the support member 16 at a position lower than the top of the leader 20 and a second guide member 52 provided in the main body unit 12. A wire 14a extending from a winch 14 of the main body unit 12 is guided by the first guide member 51, the wire 14a extending from the first guide member 51 is guided by the second guide member 52, and the wire 14a extending from the second guide member 52 is assembled to the driver 30.
    • 要解决的问题:提供一种可以容易地组装用于增加尖端钻头的负载的线材并且可以提高结构效率的钻孔装置。解决方案:钻孔装置1包括基础机器10,引导件20 ,驱动器30,钻井轴40和节流机构50,其将负载增加到末端钻头41.在基础机器10的主体单元12中,支撑构件16竖立并且节流机构50包括 第一引导构件51设置在支撑构件16的低于引导件20的顶部的位置处,以及设置在主体单元12中的第二引导构件52.从主体单元12的绞盘14延伸的线14a 由第一引导构件51引导,从第一引导构件51延伸的线14a由第二引导构件52引导,并且从第二引导构件52延伸的线14a组装到驱动器30。
    • 4. 发明专利
    • Lumbering apparatus and hanging jig
    • LU ING ING US。。。。
    • JP2013215096A
    • 2013-10-24
    • JP2012085502
    • 2012-04-04
    • Taisei Corp大成建設株式会社Aktio Corp株式会社アクティオ
    • WAKAYAMA MASANORITATEISHI YOJIOSHINO YOSHIYUKIHIRAYAMA TETSUYAIWASHITA ATSUSHIINOMATA TETSUJIMINAGAWA KAZUHIKO
    • A01G23/00
    • PROBLEM TO BE SOLVED: To provide a lumbering apparatus capable of more complex operations, and a hanging jig.SOLUTION: A lumbering apparatus for pruning trees from above includes a hanging jig suspended by a crane and whose rotation axis matches the direction of gravity, and a pruning device provided at the hanging jig. The hanging jig includes a mount, a plurality of fans mounted on the mount, an azimuth sensor capable of detecting the azimuth of the mount, and a control unit for controlling the operation of the fans. The azimuth sensor comprises at least two GPSs and detects the current azimuth of the mount on the basis of the measurements taken by the GPSs. On the basis of the current azimuth detected, the control unit controls the amount of air of the fans so that the mount transitions in a desired azimuth.
    • 要解决的问题:提供能够进行更复杂的操作的捣实装置和悬挂夹具。解决方案:用于从上面修剪树木的刨花装置包括悬挂在起重机上的悬挂夹具,其旋转轴线与重力方向一致,以及 在悬挂夹具上设有修剪装置。 悬挂夹具包括安装件,安装在安装件上的多个风扇,能够检测安装座的方位的方位传感器,以及用于控制风扇的操作的控制单元。 方位传感器包括至少两个GPS,并且基于GPS所采取的测量来检测安装座的当前方位角。 基于检测到的当前方位角,控制单元控制风扇的空气量,使得安装座以期望的方位转变。
    • 7. 发明专利
    • METHOD OF CONSTRUCTING CAST IN SITU DIAPHRAGM WALL JUST UNDER UNDERGROUND OBSTRUCTION
    • JPH10245843A
    • 1998-09-14
    • JP5370697
    • 1997-03-07
    • TAISEI CORP
    • ARIYAMA MOTOSHIGEMATSUMOTO TSUTOMUTAKEGAWA MAKOTOHIRAYAMA TETSUYA
    • E02D5/20
    • PROBLEM TO BE SOLVED: To shorten excavation releasing length, and reduce risk in which an excavation groove collapses by dividing and executing just under an obstruction at the time of construction of a cost in situ diaphragm wall. SOLUTION: A guide groove for widening excavator is formed in the neighborhood of one side of an underground embedded object, upper excavation is performed by construction of guide material and the widening excavator, and the upper part of one side just under the underground embedded object is widened and excavated. Next, the lower part just under the underground embedded object is widened and excavated, the excavation groove of a prescribed one side part, and cleaning ad removal of slime of the wall face and the bottom part are performed. Next, after a cage is constructed, set at a prescribed position just under the underground embedded object and concrete is placed, the guide groove at the opposite side of the underground embedded object is excavated. Upper excavation by construction of the guide material and the widening excavator is performed, and the upper part of the remaining one side just under the underground embedded object is widened and excavated. The lower excavation and pulling of the guide material by the widening excavator are performed, the excavation groove of the prescribed one side part is formed and the excavator is removed.