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Joint structure of steel tube concrete pillars, steel tube concrete pillars and its construction method

机译:钢管混凝土柱,钢管混凝土柱的接头结构及其施工方法

摘要

PURPOSE:To increase the strength of steel pipe concrete columns by a method in which concrete is placed into a steel pipe with joint parts projected on its periphery, laitance is removed from the concrete, cement mortar is packed, and another steel pipe is set into the pipe and connected through bearing joint plates and connecting plates. CONSTITUTION:A joint part 5 is projectionally formed on a given place of the periphery of a steel pipe 2 by welding, and a connecting plate 30 is welded to the lower end face of the pipe 2. Concrete 3 is placed into the pipe 2 up to nearly upper end of the pipe 2, laitance is removed from the concrete on the end portion, and non-shrinkable cement mortar 19 is packed instead. Under the condition that the mortar 19 is in an unhardened state, a bearing joint plate 10 is set on the upside of the upper flange 7 of the joint part 5. The pipe 2 with the plate 30 is set by inserting with screw bolts 13 into the flange 7, the joint plate 10, and the connecting plate 30. The efficiency of operation can thus be raised.
机译:目的:通过以下方法增加钢管混凝土柱的强度:将混凝土放入具有突出周边的接头的钢管中,从混凝土上去除浮浆,填充水泥砂浆,然后将另一根钢管插入管道并通过轴承连接板和连接板连接。构成:通过焊接在钢管2的周边的指定位置上突出形成有接头部分5,并且在钢管2的下端面上焊接有连接板30。混凝土3被向上放入钢管2中。到管子2的几乎上端的地方,从端部上的混凝土上除去浮泥,并用不可收缩的水泥砂浆19代替。在砂浆19处于未硬化状态的条件下,将轴承接合板10设置在接合部5的上凸缘7的上方。具有板30的管2通过用螺栓13插入而固定。法兰7,连接板10和连接板30。因此可以提高操作效率。

著录项

  • 公开/公告号JPH0674621B2

    专利类型

  • 公开/公告日1994-09-21

    原文格式PDF

  • 申请/专利权人 清水建設株式会社;

    申请/专利号JP19880315660

  • 发明设计人 北川 精保;塩川 英世;

    申请日1988-12-14

  • 分类号E04C3/34;E04B1/30;

  • 国家 JP

  • 入库时间 2022-08-22 04:55:55

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