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    • 2. 发明专利
    • Construction method and device for agitating and mixing soil
    • 用于固化和混合土壤的施工方法和装置
    • JP2010261202A
    • 2010-11-18
    • JP2009112438
    • 2009-05-07
    • Nit:Kk株式会社エヌ・アイ・ティ
    • NAKANISHI YASUHARU
    • E02D3/12
    • PROBLEM TO BE SOLVED: To solve the following problems: a driving head for agitating and mixing soil by the go-around drive of a drive chain by laying the drive chain in a tensioned state on a driving wheel is inefficient because an agitation and mixing range is limited on ground that a working surface of the driving head is conventionally narrow due to the go-around of the narrow chain; and a portion, to which an agitating operation is not applied, is produced because a process range is set on a piecemeal basis.
      SOLUTION: A crawler 12 is triangularly laid in a tensioned state by arranging two driven wheels in the lower portion of the driving wheel 11a; an agitation working body 1 is constituted by juxtaposing a plurality of agitating blades 13, directed obliquely with respect to an outer peripheral surface of the crawler, on the outer peripheral surface thereof; and a bottom portion of the working body with a large working surface serves as a digging end portion by a main shaft leader 2 which has the working bodies rotatably mounted on both the sides of a leading end.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了解决以下问题:通过将驱动链条的驱动链置于驱动轮上的张紧状态下,通过驱动链的回转驱动来搅拌和混合土壤的驱动头是低效的,因为搅拌 混合范围受到限制,因为驱动头的工作表面由于窄链的复原而通常较窄; 并且由于处理范围是零碎地设定的,所以产生不施加搅拌操作的部分。 解决方案:履带12通过在驱动轮11a的下部布置两个从动轮而以张紧状态三角地放置; 搅拌工作体1通过将多个相对于履带的外周面倾斜指向的搅拌叶片13并列设置在其外周面上; 并且具有大的工作表面的工作体的底部用作主轴引导件2的挖掘端部,主轴引导件2具有可旋转地安装在前端两侧的工作体。 版权所有(C)2011,JPO&INPIT
    • 5. 发明专利
    • Ground hardener injecting method and device for it
    • 地面硬化剂注射方法及其设备
    • JP2008180036A
    • 2008-08-07
    • JP2007015771
    • 2007-01-26
    • Nit:KkNitto Techno Group:Kk株式会社エヌ・アイ・ティ株式会社日東テクノ・グループ
    • NAKANISHI WATARUNAKANISHI YASUHARUTOKOROSAKI SHIGERUKOIZUMI RYONOSUKE
    • E02D3/12
    • PROBLEM TO BE SOLVED: To solve the problem that a ground hardener which is pressure-fed is bent at a substantially right angle at a nozzle since a conventional injection nozzle for injecting the ground hardener at high pressure is arranged on the side wall of an injection rod by which the force-feeding energy is dissipated and damped by a turbulent flow generated at a bent part.
      SOLUTION: A diameter of a material force-feeding channel 12 communicating with a core nozzle is enlarged at a front end monitor part, and the inner wall of the part of the channel extending from a small-diameter part 12a to a large-diameter part 12b is formed to be a tapered surface. The part of the inner wall of the large diameter part of the channel extending to an entrance of the core nozzle is formed to be a streamlined curved surface 17 so that the flow of the force-fed hardener may smoothly be gathered at the entrance of the core nozzle.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了解决由于在喷嘴处喷射研磨硬化剂的常规注射喷嘴而布置在侧壁上的,因为在喷嘴处将被加压的磨碎的固化剂以大致直角弯曲的问题 的注射杆,通过该注射杆,力供给能量被在弯曲部分产生的湍流消散和阻尼。 解决方案:在前端监视器部分,与核心喷嘴连通的材料供力通道12的直径扩大,并且通道部分的内壁从小直径部分12a延伸到大 直径部分12b形成为锥形表面。 延伸到芯喷嘴入口的通道的大直径部分的内壁的一部分形成为流线型的弯曲表面17,使得强力供给的固化剂的流动可以顺利地聚集在 核心喷嘴。 版权所有(C)2008,JPO&INPIT
    • 6. 发明专利
    • High-pressure jetting type grouting method
    • 高压喷射式灌浆方法
    • JP2007056477A
    • 2007-03-08
    • JP2005240564
    • 2005-08-23
    • Estec:KkFuroo Techno KkNit:KkToko Corpフローテクノ株式会社東興建設株式会社株式会社エステック株式会社エヌ・アイ・ティ
    • ODA KEINOSUKESAKUMA TAKAONAKANISHI YASUHARUKASHIMA TORUKAWADA MITSURU
    • E02D3/12
    • PROBLEM TO BE SOLVED: To solve the following problem that, conventionally when a hardener is diagonally or horizontally injected, a pump of standard performance cannot exert sufficient injection pressure and a discharge amount, resulting in insufficient injection, and in order to enhance the injection pressure and the discharge amount during the injection of the hardener into the target ground, a special high-performance pump at a cost equal to three times or more the cost of a standard pump is required.
      SOLUTION: There is provided a multi-injection nozzle 3 composed of a core nozzle and circumferential nozzles enclosing the same, and the nozzles are connected to injection material feeding channels 2a, 2b, etc. , respectively, which then have respective high-pressure pumps arranged therein. Upon the simultaneous pressurization of the pumps, the injection materials are injected in a multi-overlapping manner, and therefore injection pressure of each injection material becomes synergistic, to thereby enhance the injection energy of high-pressure jet of the injection material in the target ground.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 解决以下问题:为了解决以往的问题,通常当硬化剂对角线或水平注射时,标准性能的泵不能施加足够的注射压力和排出量,导致注射不足,并且为了增强 在将硬化剂注入目标地面期间的注射压力和排出量,需要成本等于标准泵的成本的三倍或更多的特殊的高性能泵。 解决方案:提供一个由芯喷嘴和包围其的圆周喷嘴组成的多喷嘴3,并且喷嘴分别连接到注射材料供给通道2a,2b等,然后其分别具有高的 其中布置有压力泵。 在同时对泵进行加压时,以多重重叠的方式喷射注射材料,因此每种注射材料的注射压力变得协调,从而增强注射材料在目标地面中的高压射流的注入能量 。 版权所有(C)2007,JPO&INPIT
    • 9. 发明专利
    • Ground improving body forming method and apparatus
    • 改善身体形成方法和装置的接地
    • JP2005139863A
    • 2005-06-02
    • JP2003380394
    • 2003-11-10
    • Esutekku:KkFuroo Techno KkShigehito KajiNit:KkToko Corpフローテクノ株式会社東興建設株式会社株式会社エステック株式会社エヌ・アイ・ティ茂仁 鍜治
    • KAJI SHIGEHITOKASHIMA TORUNAKANISHI YASUHARUSAKUMA TAKAOKAWADA MITSURU
    • E02D3/12
    • PROBLEM TO BE SOLVED: To provide a ground improving body forming method the construction period of which is shortened by simultaneously executing insertion of a steel pipe and formation of a ground improving body and which is excellent in economical effect, and a ground improving body forming apparatus.
      SOLUTION: The ground improving body forming method comprises the steps of simultaneously advancing a pipe 6 having a pipe bit 5 provided at the tip end and a hardening material jetting rod 4 piercing the pipe 6, moving only the rod 4 backward by a specified distance after completion of boring to align hardening material jetting holes and sludge suction holes of both the pipe 6 and the rod 4 to one another, moving the pipe 6 and the rod 4 backward with jetting the hardening material into the ground and discharging the sludge for the primary formation, then advancing only the pipe 6 to align the holes of the rod 4 and other hardening material jetting holes of the pipe with the sludge suction hole for the secondary formation and repeating the above described primary formation and secondary formation to form the ground improving body with the pipe inserted. The ground improving body forming apparatus is also disclosed.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种通过同时执行钢管的插入和地面改进体的形成来缩短施工周期并且经济效果优异的地面改良体形成方法,以及地面改良 身体成型装置。 解决方案:地面改进体形成方法包括以下步骤:同时推进具有设置在尖端处的管5的管6和刺穿管6的硬化材料喷射棒4,仅使杆4向后移动一 在镗孔完成之后的指定距离将管6和杆4的硬化材料喷射孔和污泥吸入孔彼此对准,使管6和杆4向后移动,将硬化材料喷射到地下并排出污泥 对于初级形成,然后仅使管6前进,使杆4的孔和管的其它硬化材料喷射孔与用于二次生成的污泥吸入孔对准,并重复上述初级形成和二次形成 地面改善体与管插入。 还公开了地面改善体形成装置。 版权所有(C)2005,JPO&NCIPI