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prefabricated reinforced concrete column, prefabricated columns and the way of interface interface

机译:预制钢筋混凝土柱,预制柱及其界面的连接方式

摘要

the invention relates to the construction and can be used in the construction of multi-storey frame buildings with teams of high load u0441u043fu043eu0441u043e u0431u043du043eu0441u0442u0438 in the lower most heavy floorx size and uniform cross section throughout the height of the building.the proposed team reinforced concrete column includes the barrel 1, the longitudinal bars 2, the collars 3, 4 from the log gets rid of indirect reinforcement, flexible steel core 5 on its food u043bu044cu043du043eu0439 axis.the rods 2 u0437u0430u0430u043du043au0435u0440u0435u043du044b concrete with pane ends, on its end faces are steel sheets 8, with the attached anchors placed tie rods 7 to the fixture 2.flexible steel core 5 is shifted downwards relative to the log gets rid of column 1 with the education in the top end open in the cavity 20 and a flange 21 of the bias.the core 5 can be performed in one or a composite of metal or of a group of reinforcing rods.contact columns carried out by frontal sheet 8 with a winding start dicing those bolts and studs 10, 11, 14.in u043cu0435u0436u0442u043eu0440u0446u043eu0432u043eu043c u0437u0430u0437u043eu0440u0435 13 u0441u0442u044bu043au0443u0435u043cu044bu0445 columns placed concrete and indirect reinforcement in the form of welded mesh 16.the core 5 of the upper column is shifted down and placed in a cavity 20 formed frame pipes 29 attached to the u0442u043eu0440u0446u043eu0432u043eu043cu0443 sheet 8 of the lower column, and a z u0430u043fu043eu043bu043du0435u043du043du043eu0439 solution.the interface device includes on the end of the lower column made up of 10 to u044eu0441u0442u0438u0440u043eu0432u043eu0447u043du044bu043cu0438 positioning bolts, welded nets 16 u0441u0442u044bu043au043eu0432u043eu0433u043e clearancethe filling solution cavity 20 and fitting the upper column type in the cavity 20 of 21 heart 5 and u043eu043fu0438u0440u0430u043du0438u0435u043c on u044eu0441u0442u0438u0440u043eu0432u043eu0447u043du044bu0435 nut 14.then the upper column through u044eu0441u0442u0438u0440u043eu0432u043eu0447u043du044bu0445 screws 14 are installed in the design position and
机译:本发明涉及建筑,并且可以用于在最下部具有高负荷的团队的多层框架建筑物的建筑。 u0441 u043f u043e u0441 u043e u0431 u043d u043e u044e u0441 u0442 u0438厚的地板x尺寸以及整个建筑物高度上的均匀横截面。拟议中的钢筋混凝土柱包括圆筒1,纵向钢筋2,原木的项圈3、4摆脱了间接钢筋,其柔性钢芯5食物 u043b u044c u043d u043e u0439轴。杆2 u0437 u0430 u0430 u043d u043a u0435 u0440 u0435 u043d u044d u044b具有窗格端部的混凝土,其端面为钢板8,将连接的锚杆放置在固定装置2上的拉杆7上,将挠性钢芯5相对于原木从柱子1向下移动,顶端的凹口在腔体20中打开,偏心法兰21开口。芯5可以用一种或多种金属或一组增强棒制成。由正面片材8进行的ns绕制开始,将这些螺栓和双头螺栓10、11、14划片在 u043c u0435 u0436 u0442 u043e u0440 u0446 u043e u0432 u043e u043c u0437 u0430 u0437 u043e u0440 u0435 13 u0441 u0442 u044b u043a u0443 u0435 u043c u044b u0445立柱以焊接网16的形式放置混凝土和间接钢筋。上立柱的芯5下移并将其放置在空腔20中,该框架形成了框架管29,该框架管29固定在下列的第8张纸上,并与z u0430 u043f u043e u043e u043b u043d u0435 u043d u043d u043e u0439解决方案。接口设备的下部列的末尾包含10到 u044e u0441 u0442 u0438 u0440 u043e u0432 u043e u0447 u043d u044b u043c u0438定位螺栓,焊接网16 u0441 u0442 u044b u043a u043e u043e u0432 u043e u0433 u043e清除填充液腔20并在21心5和21的腔20中安装上柱型 u043f u0438 u0440 u0430 u044e u0441 u0442 u0438 u0440 u043e u0432 u043e u0447 u043d u044b u0435螺母上的u043d u0438 u0435 u043c,然后通过 u044e u0441 u0442 u0438 u0440 u043e u0432 u043e u0447 u043d u044b u0445螺钉14安装在设计位置,并且

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