НАТУРНЫЕ ИСПЫТАНИЯ ВЕРТИКАЛЬНЫХ ШПОНОЧНЫХ СТЫКОВ ЖЕЛЕЗОБЕТОННЫХ СТЕНОВЫХ ПАНЕЛЕЙ С ПЕТЛЕВЫМИ ГИБКИМИ СВЯЗЯМИ НА СДВИГ

I. S. Derbentsev; M. V. Tarasov; A. A. Karyakin

Authors

I. S. Derbentsev South Ural State University, Chelyabinsk, Russian Federation
M. V. Tarasov South Ural State University, Chelyabinsk, Russian Federation
A. A. Karyakin South Ural State University, Chelyabinsk, Russian Federation

Keywords:

large-panel buildings, keyed joints, monolithic joints, joint stiffness, joint strength, shear tests, loop connections.

Abstract

The most significant elements of large-panel buildings are vertical interpanel joints, which en-sure joint operation of building structures. The interpanel joints should be of necessary strength and stiffness to take up shear and tensile forces transmitted to them by the adjacent wall panels. In addi-tion to welding joints, monolithic looped joints are also currently used, including those with flexible wire-rope loops. A special role in the work of such shear joints is played by the concrete mixture, which is used for joint grouting. This paper presents an experimental study of the work on the shift of vertical interpanel keyed joints with wire-rope loops, monolithic with fine-grained concrete of a special composition, developed by OOO “BETOTEK”. The research study has been conducted us-ing full-scale samples of joints of two types: linear – conjugation of two external panels located in the same plane, and T-shaped – conjugation of two external panels located in the same plane, with an adjacent internal panel in the perpendicular direction. During the course of the tests, the mutual displacements of the panel elements and cracks in the monolithic seam have been detected. The samples have been loaded with a static load in steps up to their destruction. As a result of the tests, a two-stage operation of the joint (before and after cracks appearing in a monolithic seam) has been determined; and the characteristics of the joint necessary for the calculation and design of buildings, such as crack formation force, joint bearing capacity and joint stiffness parameters have been speci-fied. A significant underestimation of the values of the force of cracking and the stiffness of the joint before cracking, determined by the formulas of the current regulatory documents, in compari-son with the values obtained as a result of the tests, has been revealed.

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