FIELD: construction industry. SUBSTANCE: procedure is meant to test parameters of quality of beam reinforced concrete structures used in construction industry. Procedure testing stiffness, crack resistance and strength of bent reinforced concrete structures of the type of beams and plates consists in installation of structure in test rig, in its anchoring in agreement with requirements of test specifications and service conditions, in excitation of vibrations of resonance frequency fc in structure, in their measurement and determination of parameters of quality by comparison of resonance frequency of vibrations in tested and standard structures. With this in mind standard structure is loaded by three stages of uniformly distributed load corresponding to three proof loads to determine stiffness [Pw], crack resistance [Pcr] and strength [Pstr], resonance frequencies fo of vibrations of standard structure are measured without load are measured and at each stage of loading fw,fcr,fstr and approximation dependence fst-Pst is constructed by obtained results Pc≤[Pw]. Tested structure is loaded once with uniformly distributed load with intensity and fitness of this structure for service is found by comparison of resonance frequencies fc and fst of vibrations corresponding to specified load. EFFECT: increased precision of evaluation of parameters of quality of beam reinforced concrete structure. 1 cl
Authors
Dates
2002-07-10—Published
2001-02-13—Filed