RU2012124346A - COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY - Google Patents

COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY Download PDF

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RU2012124346A
RU2012124346A RU2012124346/03A RU2012124346A RU2012124346A RU 2012124346 A RU2012124346 A RU 2012124346A RU 2012124346/03 A RU2012124346/03 A RU 2012124346/03A RU 2012124346 A RU2012124346 A RU 2012124346A RU 2012124346 A RU2012124346 A RU 2012124346A
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RU
Russia
Prior art keywords
columns
elements
structures
reinforced concrete
mks
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RU2012124346/03A
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Russian (ru)
Inventor
Игорь Алексеевич Лазарев
Алексей Игоревич Лазарев
Алексей Николаевич Титов
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Общество с ограниченной ответственностью "Центр Многофункционального Каркасного Строительства"
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Priority to RU2012124346/03A priority Critical patent/RU2012124346A/en
Publication of RU2012124346A publication Critical patent/RU2012124346A/en

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Abstract

Сборный железобетонный каркас здания, сооружения с жесткими монолитными стыками, представляющий собой строительную конструкцию с упрощенной технологией монтажа, состоящую из колонн и перекрытия, где перекрытие имеет нижнюю плоскость без выступающих элементов или с балочным ригелем, который прячется в наружные стены или перегородки, причем конструкция элементов каркаса, в том числе колонн, лестничной клетки, ригелей и плит перекрытия позволяет изготавливать их по методу непрерывного формования, отличающийся тем, что при монтаже каркаса колонны устанавливаются после полного монтажа элементов перекрытия и замоноличивания узлов на подготовленные выпуски арматуры отверстиями, в которые предварительно инъецирован полимерраствор, а стык колонны осуществляется в плоскости перекрытия с помощью объемного арматурного каркаса.The prefabricated reinforced concrete frame of the building, structures with rigid monolithic joints, which is a building structure with simplified installation technology, consisting of columns and floors, where the ceiling has a lower plane without protruding elements or with a beam crossbar that is hidden in the outer walls or partitions, and the structure of the elements the frame, including columns, stairwells, girders and floor slabs, allows them to be produced by the continuous molding method, characterized in that during installation and the columns are installed after the complete installation of the overlap elements and monolithic assemblies on the prepared valve outlets with holes into which the polymer solution was previously injected, and the column joint is carried out in the overlapping plane with the help of a volumetric reinforcing cage.

Claims (1)

Сборный железобетонный каркас здания, сооружения с жесткими монолитными стыками, представляющий собой строительную конструкцию с упрощенной технологией монтажа, состоящую из колонн и перекрытия, где перекрытие имеет нижнюю плоскость без выступающих элементов или с балочным ригелем, который прячется в наружные стены или перегородки, причем конструкция элементов каркаса, в том числе колонн, лестничной клетки, ригелей и плит перекрытия позволяет изготавливать их по методу непрерывного формования, отличающийся тем, что при монтаже каркаса колонны устанавливаются после полного монтажа элементов перекрытия и замоноличивания узлов на подготовленные выпуски арматуры отверстиями, в которые предварительно инъецирован полимерраствор, а стык колонны осуществляется в плоскости перекрытия с помощью объемного арматурного каркаса. The prefabricated reinforced concrete frame of the building, structures with rigid monolithic joints, which is a building structure with simplified installation technology, consisting of columns and floors, where the ceiling has a lower plane without protruding elements or with a beam crossbar that is hidden in the outer walls or partitions, and the structure of the elements the frame, including columns, stairwells, girders and floor slabs, allows them to be produced by the continuous molding method, characterized in that during installation and the columns are installed after the complete installation of the overlap elements and monolithic assemblies on the prepared valve outlets with holes into which the polymer solution was previously injected, and the column joint is carried out in the overlapping plane with the help of a volumetric reinforcing cage.
RU2012124346/03A 2012-06-13 2012-06-13 COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY RU2012124346A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2012124346/03A RU2012124346A (en) 2012-06-13 2012-06-13 COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2012124346/03A RU2012124346A (en) 2012-06-13 2012-06-13 COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY

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RU2012124346A true RU2012124346A (en) 2013-12-20

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RU2012124346/03A RU2012124346A (en) 2012-06-13 2012-06-13 COMBINED REINFORCED CONCRETE BUILDING FRAME, STRUCTURES WITH RIGID MONOLITHIC JOINTS "MKS-XXI CENTURY", PERFORMED BY CONTINUOUS FORMING TECHNOLOGY

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FA92 Acknowledgement of application withdrawn (lack of supplementary materials submitted)

Effective date: 20140226