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首页> 外文期刊>Concrete in Australia >BRACING OF PRECAST ELEMENTS ON EARLY AGE LOW STRENGTH CONCRETE-GAPS WITHIN CURRENT STANDARDS AND HOW THE INDUSTRY HAS ADAPTED
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BRACING OF PRECAST ELEMENTS ON EARLY AGE LOW STRENGTH CONCRETE-GAPS WITHIN CURRENT STANDARDS AND HOW THE INDUSTRY HAS ADAPTED

机译:在当前标准中的早期低强度混凝土隙中的预制元件的支撑及行业改编

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摘要

Tire Australian construction industry, driven by the need to develop more efficient and safe methods of construction, evolved the practice of erecting and bracing precast concrete elements on early age low concrete strength suspended floor systems. This method of construction has significantly compressed a multi-level building's program by at least 1-2 days per floor cycle. AS 3850.1:2015 and previous versions had not addressed the growing trend of early age erection of precast elements, which has been gaining in popularity for more than 15 years. The major challenges in deciding to move ahead with early age erection and bracing of precast elements are: Measurement of concrete strength on-site vs lab Performance of proprietary cast-in anchoring systems and the industry developed in-house types Applicability of current design theories on anchorage Compliance to an applicable standard or acceptable testing method Installation Industry stakeholder acceptance Erection Design Engineer review. The above will be investigated in parallel with the testing regime of a bracing.
机译:推动澳大利亚建筑业的需求促进更高效和安全的建筑方法,演变了勃起的拍摄和支撑预制混凝土元件的实践,在初龄龄低混凝土强度悬挂地板系统。这种施工方法在每楼周期至少1-2天内大大压缩了多级建筑计划。 AS 3850.1:2015年和以前的版本没有解决预制元素的早期勃起的日益衰长,这一直在15年以上的受欢迎程度。决定提前延续的主要挑战和预制元素的支撑是:测量现场的实验室性能,专有的锚固系统的实验室性能,行业在内部类型开发了当前设计理论的适用性锚定遵守适用的标准或可接受的测试方法安装行业利益相关方验收设计工程师评论。上述情况将与支撑的测试制度并行调查。

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