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Prefabricated reinforced concrete monolithic frame of the building

机译:建筑物的预制钢筋混凝土整体框架

摘要

The invention relates to the field of construction, in particular for prefabricated monolithic frame, and can be used in the construction of high-rise residential and public buildings. The technical problem is to increase the reliability of reinforced concrete prefabricated monolithic frame. The problem is solved in that, in a frame comprising columns rigidly connected to the monolithic bolts, which by concrete anchors are simply supported prefabricated hollow-core slabs, the hollow-core slabs are provided with frames which are positioned in their supporting zones and configured releases longitudinal reinforcement rigidly fixed in each block-bolt, wherein the width of each monolithic pins is determined by the formula:; .; where: b p - width pins, m;; b k - the width of the column, m;; The p - Step bolts, m;; M - torque limit perceived monolithic cross section view of a crossbar with a thrust of columns × N m;; q - the linear load on the calculated overlap, N / m.; The inventive reinforced concrete prefabricated monolithic structure, compared to the prototype, allows to increase its reliability by 10-20% in the odd increase the bearing capacity of overlap, which is achieved by reducing the voltage in the cross sections of spans and a modular joint of hollow-core slabs, due to the decrease of reference points, relating to modular joint with monolithic hollow-core bolt, and also increase the peel strength of modular shelves hollow-core slabs. 5 yl.
机译:本发明涉及建筑领域,特别是用于预制整体框架,并且可用于高层住宅和公共建筑中。技术问题是增加钢筋混凝土预制整体框架的可靠性。解决问题的方法是,在包括刚性连接到整体式螺栓的柱的框架中,该框架通过混凝土锚固器简单地支撑预制空心板,空心板具有设置在其支撑区域中并配置的框架。释放刚性固定在每个方头螺栓中的纵向钢筋,其中每个整体式销的宽度由以下公式确定: 。;其中:b p -宽度引脚,m; b k -列的宽度,m; p -阶梯螺栓,m ;; M-带有极限推力的横杆的扭矩极限感知整体截面图×N m; q-计算出的重叠上的线性载荷,N / m。与原型相比,本发明的钢筋混凝土预制整体结构可将其可靠性提高10-20%,同时可通过减小跨度和模块化接头的横截面中的电压来实现重叠的承载能力的增加。由于参考点的减少,空心板的制造涉及与整体式空心螺栓的模块化连接,并且还增加了模块化货架空心板的剥离强度。 5 yl。

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