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TOWER MADE OF PRE-STRESSED CONCRETE PRE-FABRICATED ASSEMBLY UNITS

机译:由预应力混凝土预制构件组装而成的塔

摘要

The invention concerns a method of erecting a pylon of prestressed concrete finished parts and an apparatus for advantageously carrying out the method. In order to at least reduce the problems present in the state of the art when erecting a pylon, there is provided a funnel-shaped apparatus 8 for guiding a tensioning wire, the smaller cross-section 11 thereof being substantially the same as that of the jacket tube 7. There is further provided a seal 20 for producing a pressure-tight transition between two mutually superposed segments 4, 6, wherein the height of the seal 20 substantially corresponds to the intended spacing of the segments. Also provided is a prestressed concrete finished part 4, 6 in which the apparatus 8 according to the invention is integrated. Finally there is provided a method in which epoxy resin is used as a composite joining material 34 between two segments. (Figure 3)
机译:本发明涉及一种安装预应力混凝土成品零件塔的方法和一种有利地实施该方法的设备。为了至少减少在建立塔架时现有技术中存在的问题,提供了一种用于引导张紧钢丝的漏斗形装置8,其较小的横截面11与所述钢丝的横截面基本相同。套管7。还提供了用于在两个相互重叠的段4、6之间产生压力密封过渡的密封件20,其中,密封件20的高度基本上对应于段的预期间隔。还提供了预应力混凝土成品部分4、6,其中集成了根据本发明的设备8。最后,提供了一种方法,其中环氧树脂被用作两个段之间的复合接合材料34。 (图3)

著录项

  • 公开/公告号IN201550B

    专利类型

  • 公开/公告日2007-02-23

    原文格式PDF

  • 申请/专利权人

    申请/专利号IN48/CHENP/2003

  • 发明设计人 GOKEN KLAUS G;

    申请日2003-01-08

  • 分类号E04H12/16;

  • 国家 IN

  • 入库时间 2022-08-21 20:57:29

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