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    • 2. 发明专利
    • Structure of pile head portion
    • 桩头结构
    • JP2008209071A
    • 2008-09-11
    • JP2007046805
    • 2007-02-27
    • Jfe Steel KkJfe Welded Pipe Manufacturing Co LtdJfeスチール株式会社Jfe鋼管株式会社
    • SAKAMOTO YOSHIHITOHAYASHI MASAHIROKIMIZUKA SATORUSHINOHARA TOSHIO
    • F24J3/08E02D27/12E02D27/32
    • Y02E10/10
    • PROBLEM TO BE SOLVED: To provide a structure of a pile head portion, which allows smooth inserting and drawing of a heat medium flow pipe to and from a hollow existing pile. SOLUTION: This structure of the pile head portion of the hollow already existing pile 3 utilizing the hollow already existing pile 3 as an underground heat exchanger by disposing the heat medium flow pipe in the hollow already existing pile 3 as a foundation pile of a construction 5, comprises a pile head cover 9 disposed on the pile head having an opening portion 11, and a guide pipe 7 joined to the pile head cover 9 in a state of communicating with the opening portion 11 to insert the heat medium flow pipe, the guide pipe 7 is composed of a straight pipe joined to a top face of the pile head cover with an inclination angle of 45 degrees or more and less than 92 degrees, the opening portion 11 of the pile head cover 9 is formed near an inclination side of the guide pipe 7, and a part closest to a cover outer edge, of an opening peripheral wall portion is not projected to an opening inner side with respect to a pile inner wall 3a in a state of disposing the pile head cover 9 on the pile head portion. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种桩头部分的结构,其允许热介质流管与中空现有桩平滑地插入和拉出。 解决方案:采用中空已经存在的桩3作为地下热交换器的中空已有桩3的桩头部分的这种结构,将热介质流管布置在中空已经存在的桩3中作为基础桩 结构5包括设置在具有开口部11的绒头上的绒头盖9和与开口部11连通的状态下与绒头盖9接合的导管7,以将热介质流管 引导管7由与顶头盖的上表面接合的倾斜角为45度以上且小于92度的直管构成,桩头罩9的开口部11形成在靠近 在设置桩头盖9的状态下,引导管7的倾斜侧和开口周壁部的最靠近盖外缘的部分相对于桩内壁3a没有突出到开口内侧 在上 桩头部分。 版权所有(C)2008,JPO&INPIT
    • 4. 发明专利
    • Structure of pile head portion
    • 桩头结构
    • JP2012073026A
    • 2012-04-12
    • JP2012000514
    • 2012-01-05
    • Jfe Steel CorpJfe Welded Pipe Manufacturing Co LtdJfeスチール株式会社Jfe鋼管株式会社
    • SAKAMOTO YOSHIHITOHAYASHI MASAHIROKIMIZUKA SATORUSHINOHARA TOSHIO
    • F24J3/08E02D5/34E02D27/12E02D27/32
    • Y02E10/10
    • PROBLEM TO BE SOLVED: To provide structure of a pile head portion, which allows smooth inserting and drawing of a heat medium flow pipe to/from a hollow existing pile.SOLUTION: The structure of the pile head portion of the hollow existing pile 3 utilizing the hollow existing pile 3 as an underground heat exchanger by disposing the heat medium flow pipe in the hollow existing pile 3 as a foundation pile of a construction 5, includes a pile head cover 9 disposed on a pile head having an opening portion 11, and a guide pipe 21 joined to the pile head cover 9 in a state of communicating with the opening portion 11 to make the heat medium flow pipe be inserted therein. The guide pipe 21 is constituted of a bent pipe having bent portions. The opening portion 11 of the pile head cover 9 is disposed to be close to a side opposite to a bending direction of a first bent part on a pile head cover side of the guide pipe 21, and a part closest to a cover outer edge of an opening peripheral wall portion is not projected to an opening inner side with respect to a pile inner wall, in a state of disposing the pile head cover 9 on the pile head portion.
    • 要解决的问题:提供一种桩头部分的结构,其允许将热介质流管平滑地插入到中空现有桩中并从其中抽出。 解决方案:采用中空现有桩3作为地下热交换器的中空现有桩3的桩头部分的结构,将热介质流管布置在中空现有桩3中,作为施工结构5的基础桩 包括设置在具有开口部分11的打桩头上的打桩头盖9和与打开部分11连通以使热介质流动管插入其中的与打桩头盖9接合的引导管21 。 导管21由具有弯曲部的弯曲管构成。 绒毛头罩9的开口部11配置成靠近导向管21的绒头盖罩侧的第一弯曲部的弯曲方向的相反侧,最靠近导向管21的盖外缘的部分 在将毛绒头盖9设置在绒头部上的状态下,开口周壁部不相对于绒头内壁突出到开口内侧。 版权所有(C)2012,JPO&INPIT
    • 5. 发明专利
    • Structure of pile head portion
    • 桩头结构
    • JP2012073025A
    • 2012-04-12
    • JP2012000513
    • 2012-01-05
    • Jfe Steel CorpJfe Welded Pipe Manufacturing Co LtdJfeスチール株式会社Jfe鋼管株式会社
    • SAKAMOTO YOSHIHITOHAYASHI MASAHIROKIMIZUKA SATORUSHINOHARA TOSHIO
    • F24J3/08
    • Y02E10/10
    • PROBLEM TO BE SOLVED: To provide structure of a pile head portion, which allows smooth inserting and drawing of a heat medium flow pipe to/from a hollow existing pile.SOLUTION: The structure of the pile head portion of the hollow existing pile 3 utilizing the hollow existing pile 3 as an underground heat exchanger by disposing the heat medium flow pipe in the hollow existing pile 3 as a foundation pile of a construction 5, includes a pile head cover 9 disposed on a pile head having an opening portion 11, and a guide pipe 7 joined to the pile head cover 9 in a state of communicating with the opening portion 11 to make the heat medium flow pipe be inserted therein. The guide pipe 7 is constituted of a straight pipe joined to a top face of the pile head cover with an inclination angle of 45 degrees or more and less than 90 degrees, and a path on an inclination side of the guide pipe 7 is chamfered to make the path be smooth, out of a path extended from a pile head cover inner face to a guide pipe inner face.
    • 要解决的问题:提供一种桩头部分的结构,其允许将热介质流管平滑地插入到中空现有桩中并从其中抽出。 解决方案:采用中空现有桩3作为地下热交换器的中空现有桩3的桩头部分的结构,将热介质流管布置在中空现有桩3中,作为施工结构5的基础桩 包括设置在具有开口部11的桩头上的绒头盖9和与开口部11连通的状态下与绒头盖9接合以将热介质流动管插入其中的导管7 。 导管7由与顶头盖顶面接合的直角45度以上且小于90度的倾斜角构成,导向管7的倾斜侧的路径被倒角成 使路径平滑,从从桩头盖内表面延伸到导管内表面的路径中。 版权所有(C)2012,JPO&INPIT
    • 6. 发明专利
    • Structure of pile head portion
    • 桩头结构
    • JP2012073027A
    • 2012-04-12
    • JP2012000515
    • 2012-01-05
    • Jfe Steel CorpJfe Welded Pipe Manufacturing Co LtdJfeスチール株式会社Jfe鋼管株式会社
    • SAKAMOTO YOSHIHITOHAYASHI MASAHIROKIMIZUKA SATORUSHINOHARA TOSHIO
    • F24J3/08
    • Y02E10/10
    • PROBLEM TO BE SOLVED: To provide structure of a pile head portion, which allows smooth inserting and drawing of a heat medium flow pipe to/from a hollow existing pile.SOLUTION: The structure of the pile head portion of the hollow existing pile 3 utilizing the hollow existing pile 3 as an underground heat exchanger by disposing the heat medium flow pipe in the hollow existing pile 3 as a foundation pile of a construction 5, includes a pile head cover 9 having an opening portion 11, and a guide pipe 23 joined to the pile head cover 9 in a state of communicating with the opening portion 11 to make the heat medium flow pipe be inserted therein. The guide pipe 23 is constituted of a bent pipe having bent portions. A path on a side opposite to a bending direction of a first bent part on a pile head cover side of the guide pipe 23 is chamfered to make the path be smooth, out of a path extending from a pile head inner face to the inside of the guide pipe 23.
    • 要解决的问题:提供一种桩头部分的结构,其允许将热介质流管平滑地插入到中空现有桩中并从其中抽出。 解决方案:采用中空现有桩3作为地下热交换器的中空现有桩3的桩头部分的结构,将热介质流管布置在中空现有桩3中,作为施工结构5的基础桩 包括具有开口部分11的打桩头盖9和在与开口部分11连通的状态下连接到打桩头盖9的引导管23,以使热介质流动管插入其中。 导管23由具有弯曲部的弯曲管构成。 在引导管23的桩头盖侧的第一弯曲部的弯曲方向的相反侧的路径被倒角,使得路径平滑,从从桩头内表面延伸到内侧的路径 导管23.版权所有(C)2012,JPO&INPIT
    • 7. 发明专利
    • Subterranean heat utilizing device, and its manufacturing method
    • 亚热利用设备及其制造方法
    • JP2007024395A
    • 2007-02-01
    • JP2005206537
    • 2005-07-15
    • Jfe Welded Pipe Manufacturing Co LtdJfe鋼管株式会社
    • SHINOHARA TOSHIOKIMIZUKA SATORUSATO YUJI
    • F28D21/00E02D5/24E02D27/12F24J3/08
    • F24J3/082Y02E10/125
    • PROBLEM TO BE SOLVED: To provide a subterranean heat utilizing device, and its manufacturing method with superior structural safety, and superior on-site workability during construction.
      SOLUTION: The subterranean heat utilizing device utilizes a hollow precast pile 1 being a foundation pillar of a structure as a subterranean heat exchange object. It is provided with the hollow precast pile 1 installed in the ground, base concrete 3 being a foundation of the structure placed on pile top parts, a heating medium flowing pipe arrangement 5 with one part inserted in an interior of the hollow precast pile 1 via a passage 4 provided in the base concrete 3, and a circulating pump 8 provided in a midway part or a terminal of the heating medium flowing pipe arrangement 5 to circulate a heating medium. The passage 4 provided in the base concrete 3 is formed by a pipe body 9 installed before concrete placing, and the heating medium flowing pipe arrangement 5 is inserted into the hollow precast pile via the pipe body 9.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供地下热利用装置及其制造方法,具有优异的结构安全性,并且在施工期间具有优异的现场可加工性。 解决方案:地下热利用装置利用中空预制桩1作为地下热交换物体的结构的基础支柱。 设有安装在地面上的中空预制桩1,基础混凝土3是放置在桩顶部上的结构的基础,一个加热介质流动管装置5,其一部分插入中空预制桩1的内部,经由 设置在基础混凝土3中的通道4和设置在加热介质流动管装置5的中途部分或端子上的循环泵8,以循环加热介质。 设置在基础混凝土3中的通道4由在混凝土浇筑之前安装的管体9形成,并且加热介质流动管路装置5经由管体9插入中空预制桩中。(C) 2007年,日本特许厅和INPIT
    • 9. 发明专利
    • Construction method of screw pile
    • 螺丝桩施工方法
    • JP2006046067A
    • 2006-02-16
    • JP2005250645
    • 2005-08-31
    • Chiyoda Koei KkJfe Steel KkJfeスチール株式会社千代田工営株式会社
    • SHINOHARA TOSHIOSHIMAOKA HISATOSHIMORI GENHAYASHI MASAHIROOKAMOTO TAKASHIICHIKAWA KAZUOMI
    • E02D7/00E02D5/46E02D5/56E02D7/22
    • PROBLEM TO BE SOLVED: To provide a construction method of a screw pile for improving efficiency of screwing-in intrusion, reducing rotation torque greatly, and obtaining large tip supporting force and to provide the screw pile used in this method.
      SOLUTION: In this construction method for giving rotation force to a pile body 1 by a pile driving machine 30 by utilizing wood screw action of a blade 10 fixed substantially to a tip part of the hollow pile body 1 and ground digging action of an auger 20 and giving rotation force to a head part of the auger 20 to penetrate a pile into the ground by rotating it, a motor for rotating the pile and a motor for rotating the auger can rotate in the opposite directions to each other. When a tip part of the pile body 1 reaches a part close to a supporting layer, the auger 20 is inserted into the pile body 1 to give rotation force to the auger 20. A hardening fluid material is injected into the supporting layer from an auger head 22 while the pile body 1 rotates to stir and mix sediment and the hardening fluid material up to a predetermined depth, and then the pile body 1 is left and the auger 20 is pulled out to solidify sediment softened in accordance with elapse of time.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于提高螺旋拧入效率的螺杆桩的施工方法,大大降低旋转扭矩,并获得大的尖端支撑力并提供该方法中使用的螺杆桩。 解决方案:在通过利用基本上固定在中空桩体1的前端部上的叶片10的木螺钉作用下由打桩机30向桩体1施加旋转力的施工方法中, 螺旋推运器20向螺旋推运器20的头部施加旋转力,以通过旋转钻头将桩穿入地面,用于旋转桩的马达和用于旋转螺旋钻的马达可以沿彼此相反的方向旋转。 当桩体1的尖端部分到达靠近支撑层的部分时,螺旋推运器20被插入桩体1中,以向螺旋推运器20提供旋转力。硬化流体材料从螺旋钻被注入支撑层 头部22,同时桩体1旋转以将沉淀物和硬化流体材料混合至预定深度,然后留下桩体1,并且将螺旋推运器20拉出以固化随着时间的流逝而软化的沉积物。 版权所有(C)2006,JPO&NCIPI