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1. 发明专利

JP2005343609A Endless type winch 审中-公开
标题翻译：无端类型WINCH
公开(公告)号：JP2005343609A
公开(公告)日：2005-12-15
申请号：JP2004163404
申请日：2004-06-01
申请人： Ieshima Kensetsu Kk , Mekku Enterprise:Kk , 家島建設株式会社 , 有限会社メック・エンタープライズ
发明人： ONISHI FUMIAKI
IPC分类号： B66D1/30 , B66D1/36
摘要： PROBLEM TO BE SOLVED: To provide an endless type winch having a rational configuration capable of towing and driving the winch without winding a rope by utilizing a part around a driving mechanism of an existing winch as it is. SOLUTION: This endless type winch is provided with a winding drum 2 having a rope channel 3 at the outer periphery, a pair of rope gripping guide sheaves 15, 15 arranged at positions where the rope 40 wound around the rope channel 3 of the winding drum 2 is wound so as to increase contact friction force of the rope 40 for the rope channel 3 on an in side and an out side to the rope channel 3, and a supporting member 17 for the rope gripping guide sheaves 15, 15 and a supporting frame 30 for supporting them. The winding drum 2 and the supporting frame 30 are divided into at least two parts, respectively. An inside diameter part of the winding drum 2 is integrally fixed by nipping a winding barrel 51 of the existing winch, and the supporting frame 30 is connected with and is fixed on a supporting body across the winding barrel 51 of the existing winch. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有能够通过利用现有绞车的驱动机构周围的部分卷绕并驱动绞盘而具有合理构造的无端式绞盘。解决方案：该无端型绞盘设有在外周具有绳索通道3的卷绕滚筒2，一对绳索夹持导向滑轮15,15，其布置在绳索40缠绕在绳索通道3周围的位置处卷绕滚筒2被卷绕，以增加绳索40在绳索通道3的内侧和外侧到绳索通道3的接触摩擦力，以及用于绳索夹持导向滑轮15,15的支撑构件17 以及支撑框架30。卷筒2和支承架30分别分成至少两部分。卷绕滚筒2的内径部通过夹住现有绞盘的卷绕筒51而一体地固定，支撑框架30与现有绞盘的卷绕筒51连接并固定在支撑体上。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2010196371A Pile construction machine 有权
标题翻译：建筑机械
公开(公告)号：JP2010196371A
公开(公告)日：2010-09-09
申请号：JP2009042648
申请日：2009-02-25
申请人： Ieshima Kensetsu Kk , 家島建設株式会社
发明人： ONISHI FUMIAKI
IPC分类号： E21B19/08 , E02D7/14 , E02D13/06 , E21B7/00
摘要： PROBLEM TO BE SOLVED: To provide a pile construction machine provided with a throttle mechanism, which can prevent a wire for narrowing down from being loosened and detached from a pulley, and also from becoming entangled with surrounding members even when a penetration speed of an excavation rod increases or when the speed during the pull-out of the excavation rod decreases while the narrowing-down mechanism is not in operation, so as to always secure the normal operation.
SOLUTION: The construction machine M is provided with a mechanism S, wherein the wire 4B is winded between an auger machine 3 attached to a leader and a leader base 1a via the pulley, for narrowing down the wire, and has a limit switch 9A and a control device 19. A weight 7 is suspended and retained at a halfway portion of the wire 4B to freely move up and down, and the limit switch 9A detects the height of the weight 7 at a first reference position L1. The control device 19 controls the rotational speed of a winch drum 6B. The winch drum 6B increases the winding speed when the weight 7 is lowered to the reference position L1 while penetrating the excavation rod, and decreases the winding speed when the weight 7 is lowered to the reference position L1 while pulling out the excavation rod.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有节流机构的堆垛机械，其能够防止线材从带轮松动和脱离而变窄，并且也可以与周围部件缠结，即使在穿透速度或者当挖掘杆拉出时的速度降低而减速机构不工作时，始终保持正常运转。解决方案：施工机械M设有机构S，其中，线4B通过滑轮卷绕在附接到引导件的螺旋推运器3和引导器基座1a之间，用于使线材变窄，并且具有限制开关9A和控制装置19.重物7悬挂并保持在线4B的中间部分以自由上下移动，并且限位开关9A在第一基准位置L1处检测重物7的高度。控制装置19控制绞盘鼓6B的转速。当重量7下降到基准位置L1同时穿过挖掘杆时，绞车鼓6B增加卷绕速度，并且当重量7下降到基准位置L1同时拉出挖掘杆时，减小卷绕速度。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2008169648A Ground improvement method 有权
标题翻译：地面改良方法
公开(公告)号：JP2008169648A
公开(公告)日：2008-07-24
申请号：JP2007004920
申请日：2007-01-12
申请人： Ieshima Kensetsu Kk , Imori Kogyo Kk , Kokudo Sogo Kensetsu Kk , Toyo Constr Co Ltd , 井森工業株式会社 , 国土総合建設株式会社 , 家島建設株式会社 , 東洋建設株式会社
发明人： ISANO TAKASHI
IPC分类号： E02D3/10 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method eliminating a need for an attaching/detaching mechanism for making a leader take a reaction force and eliminating a need for a driving-back process of an outer pipe before discharging gravel.
SOLUTION: A double pipe 1 comprising an outer pipe 2 and an inner pipe 3 is supported by a lifting unit 6 which is ascendable/descendable along a leader of a construction machine. The double pipe 1 is inserted into the ground G to a predetermined depth while the outer pipe 3 is rotated by a rotation mechanism 7 in the lifting unit 6 (A). Then, the double pipe 1 is pulled out by a predetermined distance while reversely rotating the outer pipe 2, and the gravel M in the inner pipe 3 is discharged into the ground G, so that a gravel pillar P1 may be formed (B). After that, the double pipe 1 is pressed down by the intermediary of the rotary unit 6 by winch operation while reversely rotating the outer pipe 2, so that an enlarged-diameter pillar P2 may be formed (C). Then the pulling-out and pressing-down operation of the double pipe 1 is repeated to form the enlarged-diameter pile P comprising the continuously arranged enlarged-diameter pillars P2 in the ground (E).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地面改进方法，不需要用于使领导者采取反作用力的安装/拆卸机构，并且在排出砾石之前不需要外管的回退过程。解决方案：包括外管2和内管3的双管1由提升单元6支撑，升降单元6沿着建筑机械的引导件上升/下降。双层管1通过提升单元6（A）中的旋转机构7而被旋转到预定深度，而外管3旋转。然后，在将外管2反向旋转的同时将双管1拉出预定距离，将内管3中的砾石M排出到地面G中，从而形成砾石柱P1（B）。之后，通过绞盘操作，通过旋转单元6的中间部将双管1压下，同时使外管2反向旋转，从而可以形成扩径直径的柱P2（C）。然后重复双管1的拉出和压下操作，以形成包括在地面（E）中连续排列的扩径柱P2的扩径桩P. 版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2010133232A Apparatus and method for constructing sand pile 有权
标题翻译：用于构造砂带的装置和方法
公开(公告)号：JP2010133232A
公开(公告)日：2010-06-17
申请号：JP2009247727
申请日：2009-10-28
申请人： Aomi Construction Co Ltd , Ieshima Kensetsu Kk , Imori Kogyo Kk , Toyo Constr Co Ltd , あおみ建設株式会社 , 井森工業株式会社 , 家島建設株式会社 , 東洋建設株式会社
发明人： ISANO TAKASHI
IPC分类号： E02D3/08
摘要： PROBLEM TO BE SOLVED: To prevent soil particles in the ground from being replaced before and after the construction of a sand pile. SOLUTION: A ground excavation blade 32 extending in the direction intersecting a shaft C30 of a casing 30 drills the earth and sand below the casing 30 by the casing 30 lowering while rotating and thereby breaking a soil wedge in a pressure bulb generated in the ground below the casing 30. The earth and sand below the casing 30 is prevented from being further pushed into a lower layer, and is urged to move to the outside of the radial direction of the lower tip of the casing 30, so as to prevent the replacement of the soil particles in the ground. Also, the earth and sand below the casing 30 is positively moved to the outside of the radial direction of the lower tip of the casing 30 along the blade surface 44a of excavation claws 44. The movement of the earth and sand below the casing 30, which is excavated by the ground excavation blade 32 or the excavation claws 44, to the outside of the radial direction of the lower tip of the casing 30 is further stimulated by excavation blocks 46 projecting from the outer peripheral surface of the lower tip of the casing 30 to the outside of the radial direction of the casing. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了防止沙堆施工前后的土壤颗粒被更换。解决方案：沿着与壳体30的轴C30相交的方向延伸的地面挖掘刀片32，通过壳体30在壳体30下方同时旋转而钻出地球和砂子，从而在产生的压力球中破坏土壤楔块壳体30下方的地面被防止被进一步推入下层，并被推动移动到壳体30的下端部的径向外侧，从而防止更换土壤中的土壤颗粒。此外，壳体30下方的地砂和沙子沿着挖掘爪44的叶片表面44a被正向地移动到壳体30的下端的径向外侧。土体和砂在壳体30下方的运动，由地面挖掘刀片32或挖掘爪44挖出的壳体30的下端部的径向外侧的挖掘块46被从壳体的下端部的外周面突出的挖掘块46进一步刺激 30到外壳的径向外侧。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JPH10191827A ARTIFICIAL FISH REEF 失效
公开(公告)号：JPH10191827A
公开(公告)日：1998-07-28
申请号：JP2001097
申请日：1997-01-16
申请人： FUJITA CORP , H P DOHME JAPAN KK , IESHIMA KENSETSU KK
发明人： AOKAGE HIRAMASA , SHIGEOKA YOSHINORI , NAKANO KENJIRO
IPC分类号： A01K61/00
摘要： PROBLEM TO BE SOLVED: To inexpensively provide a spherical artificial fish reef. SOLUTION: An artificial fish reef 2 for fish is composed of a concrete bottom plate 4 formed in the shape of loop plate, concrete wall 6 formed in the shape of projecting semispherical surface above the concrete bottom plate 4, and plural openings 8 formed on the concrete wall 6, etc. Concerning the concrete wall 6, the full peripheral edge of film body 10 to be made semispherical while being expanded is circularly attached to the surface of concrete bottom plate 4, a cable 16 to be made semispherical while being expanded away from the concrete bottom plate 4 is attached to the outside, air is pressurized into a space 12 inside the film body 10, an upward projecting semispherical shape is formed from the cable 16 and the film body 10, a spacer 18 is interposed between the cable 16 and the film body 10, an iron wire net 24 is installed outside the cable 16, and this fish reef is formed by blowing concrete onto the outer surface of film body 10 while keeping a high pressure state inside the space 12.

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