首页> 外文期刊>American Journal of Engineering Research >The pre- stress concrete structure, Found to-be More Effective Then THE Reinforced concrete structure & System developed for mechanism OF, Anchoring devices in pre and post Tensioned concrete structural elements.
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The pre- stress concrete structure, Found to-be More Effective Then THE Reinforced concrete structure & System developed for mechanism OF, Anchoring devices in pre and post Tensioned concrete structural elements.

机译:预应力混凝土结构被发现比钢筋混凝土结构和系统更有效,该钢筋混凝土结构和系统是为预应力混凝土构件和预应力混凝土构件中的锚固装置机理而开发的。

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The pre-stressing concrete Used for casting of section is quite different from reinforced cemen ts concrete (RCC.) in concrete Technology. The pre- stressing system used is o f two kind, pre- tensioning & posttensioning methods. The prestressing by pre &post tensioning device mechanism, developed for Anchoring system in concrete structural element is adopted for structures. In modern type of Pre stressing electricity with Low voltag e and high current is used in anchoring for a concrete mem ber & sulpher Coating as applied on steel bars working, as duct material before the casting of concrete member. While supplying electricity in the structure sulpher get melted up because heat genera ted in the steel structure & allow them for pre stressing. No provision of any d uct is required .The High strength steel alloy structure could be anchored by tightening nuts at both the ends. The Pre-stressing in concrete structure is found more effective then RCC technology. To-day prestressing is preferred for large structures like bridges etc. ,it is required to adopted for all small concrete structure sections also. It is to-days demand to replace RCC completely by Pre-stress concrete, because of RCC have large section with less strength as compare to pre-stress concrete. In RCC System it is rein-forced first and then loaded after casting, when ever in the Pre stressing system, where reinforcement which may called 'tendons' are as one kind used for stressing in the concrete itself . They are stressed first then casted & force is applied. It is required that, effective & less cost (Economic) anchoring devices must be available for the prestressing techniques; It is because of its initial investment is high and less pre-stress work is restricted also, must be possible to make adoption easily. It is found possible to make concrete having light weight & high strength in all structures. High strength alloy steel & Rich strength concrete may be used along with large prestressing force application along with avoiding grouting in to pos- tensioned duct
机译:型材浇铸用的预应力混凝土与混凝土技术中的增强水泥混凝土(RCC。)完全不同。所使用的预应力系统为预拉伸和后拉伸两种方法。结构采用混凝土结构构件锚固系统开发的前后张紧装置机构预应力。在现代类型的预应力电力中,低电压和大电流用于锚固混凝土和硫磺涂料,该涂料用于钢筋加工,作为浇铸混凝土构件之前的风管材料。在结构中供电时,硫磺会熔化,因为钢结构中会产生热量并对其施加预应力。无需提供任何工具。可通过在两端拧紧螺母来固定高强度钢合金结构。发现混凝土结构中的预应力比RCC技术更有效。对于诸如桥梁等的大型结构,当今优选预应力,对于所有小型混凝土结构截面,也都需要采用预应力。由于RCC与预应力混凝土相比具有较大的截面和较小的强度,因此当今已经需要用预应力混凝土完全替代RCC。在RCC系统中,首先在预应力系统中对其进行加固,然后再浇筑后进行加载,在该系统中,可称为“筋”的钢筋是一种用于对混凝土本身进行应力的方法。先施加压力,然后施以力。要求对于预应力技术,必须提供有效且成本较低的(经济)锚固设备;因为它的初期投资高而且预应力工作也受到较少的限制,所以必须易于采用。已经发现可以使所有结构的混凝土重量轻且强度高。可以使用高强度合金钢和高强度混凝土,并施加较大的预应力,同时避免在受拉管中注浆。

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