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FRAME CONSTRUCTION METHOD FOR PRESTRESSED STEEL PIPE CONCRETE STRUCTURE

机译:预应力钢管混凝土结构框架施工方法

摘要

PURPOSE: To obviate the welding in a factory or in a field, improve the transportation efficiency by preventing a bracket or the like from being projected on the side of a column and reduce the man-hour of execution for placing concrete in the field. ;CONSTITUTION: The end plate 23 of a beam 19 is clamped from above and below by a pair of diaphragms 6, 7 at the upper end of a steel pipe column 1 and fastened through a steel rod 12 piercing through the steel pipe column 1 and the diaphragms 6, 7 to be fixed. Further, both upper and lower ends of the end plate 23 are engaged with grooves 10, 10 of the diaphragms 6, 7. Concrete 3 is force-fed and injected into the thus formed column 1 to be filled up therewith and synthesized with the concrete 3.;COPYRIGHT: (C)1994,JPO&Japio
机译:目的:为了避免在工厂或现场进行焊接,可通过防止将支架等突出到立柱侧面来提高运输效率,并减少在现场浇筑混凝土的工时。 ;组成:梁19的端板23在钢管柱1的上端由一对隔膜6、7上下夹持,并通过穿过钢管柱1的钢棒12固定。固定膜片6、7。此外,端板23的上端和下端都与隔膜6、7的凹槽10、10接合。将混凝土3强制馈送并注入到如此形成的柱1中,以将其填充并与混凝土合成。 3 .;版权:(C)1994,JPO&Japio

著录项

  • 公开/公告号JPH0633515A

    专利类型

  • 公开/公告日1994-02-08

    原文格式PDF

  • 申请/专利权人 SEKISUI HOUSE LTD;

    申请/专利号JP19920213548

  • 发明设计人 OKI TOSHIFUMI;

    申请日1992-07-17

  • 分类号E04B1/30;E04G21/12;

  • 国家 JP

  • 入库时间 2022-08-22 04:48:24

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