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    • 3. 发明专利
    • Test pile construction method
    • 测试桩施工方法
    • JP2012219533A
    • 2012-11-12
    • JP2011087360
    • 2011-04-11
    • Taisei CorpToyo Techno Corp大成建設株式会社東洋テクノ株式会社
    • YAMASHITA MIKIOSHI TOUKAIYAMADA MASAKI
    • E02D1/00E02D5/38
    • PROBLEM TO BE SOLVED: To provide a test pile construction method capable of reliably providing a test pile with friction cutting.SOLUTION: A test pile construction method constructs a test pile 1 which comprises: an outer pipe 10; an inner pipe 20 installed inside the outer pipe 10; and a test pile main body 30 which is a cast-in-place reinforced concrete pile constructed inside the inner pipe 20. A borehole 40 is constructed by excavating the ground. An integral unit 50 is assembled by integrating the outer pipe 10, the inner pipe 20, and a reinforcement cage 31 to be embedded in the test pile main body 30. The integral unit 50 is inserted into the borehole 40 to a depth deeper than a predetermined depth. Then, the test pile main body 30 is constructed by placing concrete inside the borehole 40 up to the depth deeper than the predetermined depth.
    • 要解决的问题:提供能够可靠地提供具有摩擦切割的试验桩的试桩施工方法。 试验桩施工方法构造试验桩1,其包括:外管10; 安装在外管10内的内管20; 以及在内管20内构造的现浇钢筋混凝土桩的试桩主体30。通过挖掘地面构成井眼40。 整体单元50通过集成外管10,内管20和待嵌入测试桩主体30中的加强架31来组装。整体单元50插入到钻孔40中,深度比 预定深度。 然后,试验桩主体30通过将混凝土放置在钻孔40内,直到比预定深度更深的深度来构造。 版权所有(C)2013,JPO&INPIT