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METHOD OF ERECT STRUCTURES RESISTANT TO DAMAGE BY EARTHQUAKES AND DEVICE FOR ITS REALISATION

机译:抵抗地震破坏的竖向结构的方法及其实现方法

摘要

FIELD: construction.;SUBSTANCE: method to erect structures resistance to damage in case of earthquakes consists in the fact that a foundation, walls and pillars are mounted. Besides, the first ""-shaped reinforcement sections are built into a structure foundation with placed compensation corrugated sleeves, as well as the first sections of reinforced pipes with lock half-couplings with placed compensation corrugated sleeves, so that upper lock half-couplings with inbuilt elastic reinforcement and inbuilt arms of ""-shaped reinforcement sections are installed along the middle line of the first row of walls and pillars of the first floor of the structure; vertical reinforcement frames are built, by connection of the upper inbuilt arms installed into the structure foundation of the first ""-shaped reinforcement sections with the second ""-shaped reinforcement sections, for this purpose their inbuilt arms are connected by connection bushings; the first sections of reinforcement pipes are built, by connection of the first sections of reinforcement pipes installed into the foundation with the second sections, for this purpose inbuilt lock half-couplings with the inbuilt elastic reinforcement of the first sections of reinforcement pipes with inbuilt lock half-couplings with the elastic inbuilt reinforcement of the second sections of reinforcement pipes, where compensation corrugated sleeves are placed, besides, upper inbuilt arms of the second ""-shaped reinforcement sleeves and upper inbuilt lock half-couplings with the inbuilt elastic reinforcement of the second sections of reinforcement pipes are installed so that they are installed along the horizontal middle line of the second row of walls and pillars of the structure; after assembly of sections of the first rows of remaining wall falsework and first floor pillars of the structure with fixation in the form of a "dovetail" around them, sealing of slots, their filling with concrete on the basis of high-grade cement, hardening of a concrete filler, application of the substance layer having strength below strength of a concrete filler onto the surface of the latter. To arrange subsequent layers of a structure, operations are repeated. Similarly to the described above, the second floor of the structure is arranged, as well as its ceiling, and then subsequent floors and ceilings of the structure until it is fully erected. Also a device for method realisation is described.;EFFECT: increased stability under earthquakes.;2 cl, 2 dwg
机译:领域:建筑;实体:一种在地震中竖立结构以抵抗破坏的方法,在于安装了基础,墙壁和支柱。此外,第一个“ ”形加固段被内置到具有放置补偿的结构基础中波纹套管,以及带有带补偿波纹套管的带锁半联轴器的增强管的第一部分,这样带有内置弹性加强件和内置臂的上锁半联轴器为“ “形的加固段沿着结构第一层墙和立柱的第一行的中线安装;通过将上部内置臂连接到第一个“ “形增强段的“ />”形增强段,用于为此,它们的内置臂通过连接套管连接。通过将安装在基础中的加固管的第一部分与第二部分连接,来构建加固管的第一部分,为此,内置锁半联轴器与带有内置锁的加固管的第一部分的内置弹性加固半部分与加强管第二部分的弹性内置加强筋(放置补偿波纹套)以及第二个 Image file =“ 00000003.GIF” he =“ 5” imgContent =“ undefined安装“ imgFormat =” GIF“ wi =” 6“ />”形的加强套管和上部内置的锁半联轴器,以及第二根加强管的内置弹性加强件,以便沿着管道的水平中线安装它们结构的第二排墙和柱子;在组装完第一排剩余墙板和第一层楼板的各部分后,以“燕尾榫”形式固定在其周围,密封槽缝,在高级水泥的基础上用混凝土填充,硬化在混凝土填料的表面上,将强度低于混凝土填料强度的物质层施加到后者的表面上。为了布置结构的后续层,重复操作。与上述类似,先布置结构的第二层及其顶棚,然后布置结构的第二层和顶棚,直到完全竖立为止。还描述了一种用于方法实现的设备;效果:地震下的稳定性增加; 2 cl,2 dwg

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