强度、刚性、传统玻璃纤维稳定性分析分析

Telly Rosdiyani, Euis Amilia, Muhammad Affandi Abdullah
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引用次数: 0

摘要

在万丹省勒巴克5号Tsanawiyah Negeri宗教学校的新教学楼的建设中,当然有一个模板。使用的模板由多层木材和梁木制成。随着技术进步的发展,特别是在混凝土打印机或模板的应用中,产生了由塑料制成的玻璃纤维模板。与传统模板相比,玻璃纤维模板有几个优点,包括它不需要大量的劳动力,还可以减少混凝土浇筑(木材和木板)留下的废物。本研究的目的是确定在教室建筑项目中柱结构和楼板的实施情况,对强度、刚度和稳定性进行审查,并能够比较传统模板和玻璃纤维模板的使用。所需数据包括初级数据和底层数据,初级数据为直接与相关方进行访谈获得,底层数据为地图、规格、时间表、图像等形式。两种模板在强度方面的比较偏差结果为重量差32.5 kg / cm2,刚度为0.087 cm。此外,在楼板结构的强度计算结果中,有1.98 kg / cm,刚度0.018 cm。然后计算控制配重放置反应量为1902.04 kg。而纬度力为1056.69 kg,脚手架控制力为1611.55 kg / cm2
本文章由计算机程序翻译,如有差异,请以英文原文为准。
TINJAUAN ANALISIS PERBANDINGAN KEKUATAN, KEKAKUAN, STABILITAS BEKISTING KONVENSIONAL DENGAN FIBERGLASS
In the construction of the new classroom building of madrasah Tsanawiyah Negeri 5 Lebak, Banten Province, of course, there is a formwork. The formwork used is made of multiplek wood and beam wood. Along with the development of technological advances, especially in the application of concrete printers or formwork, fiberglass formwork made of plastic was created. Fiberglass formwork has several advantages over conventional formwork including that it does not require a lot of labor and can also reduce waste waste left over from concrete casting (wood and boards The purpose of this study was to determine the implementation of work on column structures and floor plates in classroom construction projects reviewed against strength, rigidity and stability, and be able to compare the use of conventional formwork with fiberglass formwork. The required data consists of primary data and skunder data, primary data is obtained directly conducting interviews with related parties while skunder data is in the form of maps, specs, time schedules, and images The results of the comparison deviation of the two types of formwork in terms of strength there was a weight difference of 32.5 kg / cm2, the stiffness was 0.087 cm. Furthermore, in the calculation results of the strength of the floor slab structure, there are 1.98 kg / cm, rigidity 0.018 cm. Then the calculation of the control of the weight placement reaction of 1902.04 kg.and the latitude force of 1056.69 kg and the control of scaffolding 1611.55 kg / cm2
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