
Modern intensive development of precast-cast-in-place construction has led to creation of a wide range of various constructive systems of buildings during the last 100 years. They allow constructing buildings with best account of the requirements of functionality, architectural expressiveness, production possibilities of construction companies, etc. However in spite of this development both precast and cast-in-place housing construction has its peculiarities, positive and negative ones. The constructive systems of precast monolithic buildings existing at the moment are based on the required mutual deformation of prefabricated reinforced and cast iron reinforced concrete at the stage of a building construction and at the stage of its use as well. Having refused from this rule, the authors of this article have introduced a constructive system of a precast monolithic building able to bear loads, developing at the stage of erection (due to completion of a precast frame) and at the stage of use (due to completion of a precast monolithic frame). The offered construction of a precast monolithic building frame allows efficiently using the advantages of precast and cast-in-place construction minimizing their disadvantages and it also fully corresponds to the obligatory requirements to buildings. The corresponding patents are obtained.
Предложена конструктивная система сборно-монолитного здания, способная самостоятельно воспринимать нагрузки, возникающие на стадии возведения (за счет готовности сборного каркаса) и на стадии эксплуатации (за счет готовности сборно-монолитного каркаса). Новизна подхода в том, что авторы отказались от закономерности, на которой построены имеющиеся на сегодняшний момент конструктивные системы сборно-монолитных зданий, основанные на обязательности совместного деформирования сборного и монолитного железобетона как на стадии возведения здания, так и на стадии его эксплуатации. Тема актуальна тем, что интенсивное развитие сборно-монолитного строительства привело сегодня к созданию большого количества различных конструктивных систем зданий.
СБОРНО-МОНОЛИТНЫЙ КАРКАС,СБОРНЫЙ КАРКАС,ПРЕДНАПРЯГАЕМЫЕ КОНСТРУКЦИИ,НЕСУЩАЯ СПОСОБНОСТЬ,LOAD-BEARING CAPACITY,ЖЕСТКОСТЬ,STIFFNESS,ТРЕЩИНОСТОЙКОСТЬ,CRACK RESISTANCE,ЖИЗНЕННЫЙ ЦИКЛ,LIFE CYCLE,PRECAST CAST-IN-PLACE FRAME,PRECAST FRAME,PRELOAD CONSTRUCTIONS
СБОРНО-МОНОЛИТНЫЙ КАРКАС,СБОРНЫЙ КАРКАС,ПРЕДНАПРЯГАЕМЫЕ КОНСТРУКЦИИ,НЕСУЩАЯ СПОСОБНОСТЬ,LOAD-BEARING CAPACITY,ЖЕСТКОСТЬ,STIFFNESS,ТРЕЩИНОСТОЙКОСТЬ,CRACK RESISTANCE,ЖИЗНЕННЫЙ ЦИКЛ,LIFE CYCLE,PRECAST CAST-IN-PLACE FRAME,PRECAST FRAME,PRELOAD CONSTRUCTIONS
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