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SPATIAL foundation of reinforced concrete low-rise buildings PLATFORM FOR CONSTRUCTION IN SPECIAL ground conditions and seismicity in the modular and monolithic OPTIONS

机译:钢筋混凝土低层建筑的空间基础模块化和整体式选项中特殊地面条件和地震活动性的构建平台

摘要

Spatial reinforced concrete foundation platform for low-rise buildings for the construction of special soil conditions and seismicity in the modular and monolithic embodiments The invention relates to the construction of low-rise buildings, namely, the construction of the space of the foundation platform to the weak, subsidence, heaving soils in seismic regions. The task of a utility model is solved as follows. Spatial reinforced concrete foundation platform for low-rise buildings for building in particular ground conditions and seismicity in prefabricated and monolithic embodiments comprising combined together using beams of the upper and lower plates, the lower plate is mounted without deepening on the outer surface of the soil with a sliding layer, which in the collecting embodiment connecting beams in a system of cross ribs integrally attached to the bottom plate and have key portions with releases reinforcement, and the top plate predusmot Rena corresponding openings into which the key portions includes, a space between the ribs is filled with insulation, inserts between the individual precast slabs are welded, keyed connections and joints between the slabs zamonolichivayutsya and in block embodiment concreted on the aligned base plate having reinforcement issues for edges between which set the formed insulation blocks that are protected from the ingress of moisture into the blocks, the lateral faces of which serve as formwork for concreting base ribs and ve rhnyaya surface of these blocks is a formwork base for the installation of the top plate from the valve and subsequent concreting the ribs and upper plate. 2 n. F. and. 2 FIG.
机译:在模块化和整体式实施例中用于特殊土壤条件和地震活动性的低层建筑的空间钢筋混凝土基础平台技术领域本发明涉及低层建筑的建筑,即基础平台的空间构建。地震区的软弱,沉陷,起伏的土壤。本实用新型的任务解决如下。用于低层建筑的空间钢筋混凝土基础平台,用于在预制和整体式实施例中用于特殊的地面条件和地震活动,包括使用上下板的梁将它们组合在一起,将下部板安装在不加深土壤外表面的情况下,滑动层,在收集实施例中,其在横肋系统中连接梁,该横肋一体地附接到底板并且具有带有释放加强件的键部,并且顶板predusmot Rena具有对应的开口,键部包括在其中的空间。肋充满绝缘材料,焊接各个预制板之间的插入物,板之间的键连接和接头zamonolichivayutsya,在方框实施例中,混凝土浇筑在对齐的底板上,该板具有边缘的加固问题,在其之间设置了所形成的绝缘块,防止了绝缘水分进入块中,其侧面用作模板,用于浇筑这些砌块的基础肋骨和ve rhnyaya表面,是用于从阀门安装顶板并随后浇铸肋骨和上板的模板基座。 2名F.和。图2。

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