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Joints for rebars with different diameters made of steel rods hexagonal

机译:六角形不同直径的钢筋接头

摘要

The claimed invention relates to the field of construction of buildings and structures, consisting of a liquid concrete constructions, and is intended for use in the manufacture of reinforcement structures. In the construction of buildings and structures necessary durability under static and dynamic loads is provided mainly due to metal frames in reinforced concrete structures. These frames consist of rebars, size, number and location of which in the amount of reinforced concrete structures are determined by calculations at the design stage of buildings and structures, and the calculations are based on projected static and dynamic loads. In the construction of scaffolds before pouring the concrete there is a need compound rebars. The prior art devices of the claimed analogs (patents RU 133163 and RU 82 465). The main disadvantages of these analogues of the proposed technical solution consists in the limited strength rods compound. Coupling strength provided by the rods compound is defined by the main geometric parameters of the elements forming the structure. Such parameters include the diameters of the rods to be connected, the coupling length, the depth of tapered apertures with tapered thread, also called thread coverage. The technical problem solved by the claimed utility model is a significant improvement of bonding strength reinforcing bars of different diameters provided by coupling, made of steel rod hexagonal section. Said technical problem is solved by choosing the optimum ratio of geometrical parameters of the coupling depending on the diameters of the rods to be connected.
机译:所要求保护的发明涉及由液态混凝土结构组成的建筑物和结构的建筑领域,并且旨在用于制造增强结构。在建筑物的结构中,主要由于钢筋混凝土结构中的金属框架,因此在静态和动态载荷下具有必要的耐久性。这些框架由钢筋,尺寸,数量和位置组成,钢筋和钢筋的数量由钢筋混凝土结构的数量决定,这些强度是在建筑物和结构的设计阶段通过计算确定的,并且计算是基于预计的静态和动态载荷。在浇筑混凝土之前建造脚手架时,需要复合钢筋。所要求保护的类似物的现有技术装置(专利RU 133163和RU 82 465)。所提出的技术方案的这些类似物的主要缺点在于强度有限的棒料。杆状化合物提供的耦合强度由形成结构的元素的主要几何参数定义。这些参数包括要连接的杆的直径,连接长度,带有锥形螺纹的锥形孔的深度,也称为螺纹覆盖率。本实用新型所解决的技术问题是对由六角形截面的钢管制成的不同直径的结合强度加强筋的改进。通过根据要连接的杆的直径选择联接器的几何参数的最佳比例来解决所述技术问题。

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