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    • 81. 发明专利
    • Tip-closed pile and excavation head for composing tip-closed pile
    • 用于组合关闭柱的TIP封闭的桩和挖掘头
    • JP2008267123A
    • 2008-11-06
    • JP2008052063
    • 2008-03-03
    • Rokuro Unno六郎 海野
    • UNNO ROKURO
    • E02D5/28E02D5/56E02D5/72
    • PROBLEM TO BE SOLVED: To provide a tip-closed pile exerted with a capability for using an excavated soil for stabilization of a hole wall without enlarging a cross section of a drilled hole while gaining an amount of the soil taken in by a discharging blade (spiral blade) projected to an outer periphery of the pile body.
      SOLUTION: A closing plate 2 is fixed on a tip end of a pile body 11 for closing the tip end. In the tip-closed pile wherein a plurality of excavating blades 3 are projected from the center of the closing plate 2 or from its vicinity toward its circumference, the end face of the tip end of the pile body 11 are divided in a plurality of sections along the circumferential direction. An inclination toward the upper end from the tip end of the pile body 11 is provided to the end face of each divided section from the front side to the rear side of the pile body 11 at the time of rotation of the pile body 11, and furthermore, the closing plates 2 are fixed on the plurality of the sections respectively.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了提供具有使用挖掘的土壤以稳定孔壁的能力的末端封闭桩,而不扩大钻孔的横截面,同时获得一定量的土壤 排出叶片(螺旋叶片)突出到桩体的外周。 解决方案:封闭板2固定在桩体11的顶端,用于封闭尖端。 在多个挖掘刀片3从封闭板2的中心或其周围突出的顶端封闭桩中,桩体11的前端的端面被分割成多个部分 沿圆周方向。 在桩体11的旋转时,从桩体11的前端向上端倾斜设置在桩体11的从前侧到后侧的各分割部的端面, 此外,封闭板2分别固定在多个部分上。 版权所有(C)2009,JPO&INPIT
    • 86. 发明专利
    • Construction method for elevated structure
    • 高层建筑施工方法
    • JP2008115628A
    • 2008-05-22
    • JP2006300671
    • 2006-11-06
    • Ohbayashi Corp株式会社大林組
    • MATSUMOTO SHINTSUJI NATSUKOTONO MITSUOSAKAMOTO MASAAKI
    • E01D21/00E01B37/00E02D5/56
    • PROBLEM TO BE SOLVED: To provide a construction method for an elevated structure, achieving inexpensive and quick construction not being an obstacle to a railroad and a road on the ground in a simple process and constitution.
      SOLUTION: This construction method for an elevated bridge includes: a construction process S10 for an initial elevated bridge as the first work area right above a railroad line 38; an extension construction process S20 for an elevated bridge by repeating a construction process S21 for a temporary pile using a crane pile driver 20 loaded on the initial elevated bridge 46, and a floor slab erection process S22 for erecting a beam panel 42 and a lining plate 44 on the constructed temporary pile 50, while moving the crane type pile driver 20; a final pile driving process S30 for driving a final pile 34 from above the constructed elevated bridge 56; a final pole changingly receiving process S40 for erecting a final pole 36 in the final pile 34 to change with the temporary pile 50; a temporary pile removable process S50 for removing the temporary pile 50; and a floor slab finishing process S60 for laying a final floor slab 62.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供一种高架结构的施工方法,实现廉价且快速的施工,不是在简单的过程和结构中成为铁路和地面上的道路的障碍。 解决方案:这种用于高架桥的施工方法包括:用于作为在铁路线38上方的第一工作区域的初始高架桥的施工过程S10; 通过重复使用装载在初始高架桥46上的起重机打桩机20的临时堆桩的施工工序S21和升降桥架的延伸施工工序S20,以及用于竖立梁板42和衬板 44在构造的临时桩50上移动起重机型打桩机20; 用于从构造的高架桥56的上方驱动最终桩34的最终打桩过程S30; 用于在最终桩34中竖立最终杆36以便用临时桩50改变的最终杆变换接收过程S40; 用于去除临时桩50的临时桩可移除处理S50; 以及用于铺设最终楼板62的落地板整理工艺S60。版权所有(C)2008,JPO&INPIT
    • 87. 发明专利
    • Air conditioning system, and building method for building
    • 空调系统和建筑物建筑方法
    • JP2008096083A
    • 2008-04-24
    • JP2006281329
    • 2006-10-16
    • Fumihiko Kamata文彦 鎌田
    • KAMATA FUMIHIKO
    • F24J3/08E02D5/24E02D5/56E02D27/12E02D27/14F24F3/00F24F5/00F24F13/02
    • F24F5/005F24J3/084F24J2003/088Y02B10/40Y02B30/547Y02E10/125
    • PROBLEM TO BE SOLVED: To provide an air conditioning system favorable to the environment with a simple composition and easy construction, capable of efficiently using ground heat in air conditioning of a building. SOLUTION: A plurality of hollow bearing piles 210 made of steel pipes with closed tips are embedded, and top parts are communicated and connected with a first main pipe 430 communicated and connected with an outdoor inlet 31 of a blower 300. Flexible inner pipes 420 are respectively inserted in a state of extending from upper ends of the embedded the plurality of bearing piles 210 to an exterior with axial one ends opened in lower end neighborhoods of the hollow bearing piles 210. Other extended ends of the inner pipes 420 are respectively communicated and connected with a second main pipe 440 communicated and connected with an outdoor outlet 312 of the blower 300. Air in the bearing pile 210 having favorably exchanged heat with the ground can be directly used in air-conditioning of a room, and favorable air-conditioning can be provided by using a foundation having positive bearing capacity of a building by a simple composition and easy construction. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种有利于环境的空调系统,其结构简单,结构简单,能够有效地利用建筑空调中的地热。

      解决方案:嵌入多个由具有封闭尖端的钢管制成的中空轴承桩210,并且顶部与与鼓风机300的室外入口31连通并连接的第一主管430连通并连接。柔性内 管420分别插入从嵌入的多个轴承桩210的上端延伸到外部的状态,轴向一端在空心轴承桩210的下端附近敞开。内管420的其它延伸端 分别与与鼓风机300的室外出口312连通并连接的第二主管道440连接。具有与地面有利地交换热量的轴承桩210中的空气可以直接用于房间的空调,并且有利 可以通过简单的组成和易于构造使用具有建筑物的承载能力的基础来提供空调。 版权所有(C)2008,JPO&INPIT

    • 88. 发明专利
    • Enlarged-diameter pipe with end blade and steel pipe pile equipped therewith having end blade
    • 带末端叶片的直径管和配有顶端叶片的钢管管
    • JP2008057229A
    • 2008-03-13
    • JP2006235497
    • 2006-08-31
    • Nakamura Kiso Kogyo Kk中村基礎工業株式会社
    • NAKAMURA TAMOTSU
    • E02D5/56E02D5/28E02D5/72
    • PROBLEM TO BE SOLVED: To provide an enlarged-diameter pipe with an end blade simple in structure, less in number of parts, excellent in mass producing performance, and excellent in construction efficiency and reliability so that the damage and the deformation thereto can be prevented by attaching it to the end of the pile body to reduce the load thereon during the construction.
      SOLUTION: This enlarged-diameter pipe with the end blade is arranged continuously with the lower end part of the pile body formed in a hollow cylindrical shape. The enlarged-diameter pipe comprises an enlarged-diameter part enlarged in diameter from the upper end toward the lower end, a cutout part formed by spirally cutting out the lower end part of the enlarged-diameter part, a spiral blade which is disposed at the end surface of the cutout part and the outer diameter of which is larger than the maximum diameter of the enlarged-diameter part and the inner diameter of which is smaller than the minimum diameter of the enlarged-diameter part, and an excavating blade arcuately formed at the bottom end side end part of the spiral blade.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供一种结构简单,端部数量少,质量生产性能优异,结构效率和可靠性优异的末端叶片的扩径管,使其损伤和变形 可以通过将其附接到桩体的端部来减少在施工期间的负载。

      解决方案:具有端部刀片的该扩径管被连续地布置,桩体的下端部形成为中空圆柱形。 该扩径管包括从上端向下端扩径的扩径部,通过螺旋状地切出扩径部的下端而形成的切口部,配置在该直径部的螺旋状叶片 切口部的端面,其外径大于扩径部的最大直径,其内径小于扩径部的最小直径,并且挖掘刀片弧形地形成在 螺旋叶片的底端侧端部。 版权所有(C)2008,JPO&INPIT

    • 89. 发明专利
    • Steel pipe pile
    • 钢管管
    • JP2008045338A
    • 2008-02-28
    • JP2006222241
    • 2006-08-17
    • Plan Do Soil Kkプラン・ドゥ・ソイル株式会社
    • KIKUCHI YUETSU
    • E02D5/56E02D5/28E02D5/72
    • PROBLEM TO BE SOLVED: To provide a steel pipe pile which can be easily screwed even into the hard ground. SOLUTION: The steel pipe pile 1 has a platelike blade portion 2 on its front end 12, the blade portion 2 having an outer diameter larger than that of a cylindrical shaft 11. On the cylindrical outer shell of the front end 12, groovelike incisions 13 and 13 are formed at two spots by slantly incising a front end face 12a. Two blades 21 and 21 forming the blade portion 2 are inserted and fixed in the incisions 13 and 13, respectively. Left portions 141 are bent toward the plan view center C of the shaft 11 to form a front end projection 14 having a curved surface portion 14a. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供可以容易地拧入硬地面的钢管桩。 解决方案:钢管桩1的前端12具有板状的刀片部分2,刀片部分2的外径大于圆柱形轴11的外径。在前端12的圆柱形外壳上, 槽切口13和13通过倾斜地切割前端面12a而形成在两个点处。 形成叶片部分2的两个叶片21和21分别插入并固定在切口13和13中。 左侧部分141朝向轴11的俯视中心C弯曲,形成具有曲面部分14a的前端突起14。 版权所有(C)2008,JPO&INPIT
    • 90. 实用新型
    • Earth retaining for the pile
    • JP3139588U
    • 2008-02-21
    • JP2007009390
    • 2007-12-06
    • 六郎 海野
    • 六郎 海野
    • E02D5/72E02D5/28E02D5/56E02D17/04
    • 【課題】衝撃による二次災害を引き起こすことなく、静かな回転により地中への貫入が速く、しかも摩擦支持力が高く、杭先が固い地盤に食い込んで固定され、土圧による倒壊を防止した土留用杭を提供するものである。
      【解決手段】鋼管2の杭先を開口し、この杭先開口部4に鋼管2の内側から外側に跨がって複数個の掘削刃5を周方向に沿って等間隔で取付けると共に、この掘削刃5の鋼管外側上部に連続して、複数本の帯板状をなす排出刃6を、鋼管2の先端側外周に縦方向に沿って杭の回転方向と反対側に湾曲して突設し、更に鋼管2の上部外周に、横矢板8の両端が挿着されるガイド溝9を形成したガイド溝板10を180度の間隔で縦方向に沿って2本突設したものである。
      【選択図】 図1