In order to study the stability of foaminplace cavity wall

the capacity of reinforced concrete strip ear and tie involving in cavity wall deformation

the broken shapes and mechanical performance of the cavity wall

the effective measures was seaked to improve deformation capacity and overall performance of the cavity wall.13 patches of cavity wall and 1 patch of solid wall were built and seismic tests of which were carried out.The lnfluence of some constructional measures on mechanical behavior and deformation properties of the wall and vertical pressure and insulation layer thickness on the relative displacement difference of the internal and external wall of foaminplace cavity wall was analyzed.Finally

the capability of reinforced concrete strip ear and tie working interactively between the internal and external wall of foaminplace cavity wall was analyzed.It is found that deformation capacity of the cavity wall is improved efficiently with constructional column and the high bonding strength

shearing strength and pressure strength of foaminplace insulating mortar have certainly a positive influence on the bearing capacity of the wall.The reinforced concrete strip ears play the leading role in reinforcing connection of the internal and external wall of foaminplace cavity wall and guaranteeing outplane stability of the external wall.When walls crack seriously

the ties can play an important role in supporting and drawing the wall and preventing wall collapse.Furthermore

the reinforced concrete strip ears and ties which are the main construction measures to coordinate the internal and external wall work together perform a great variety of tasks.Therefore

the reinforced concrete strip ears and ties should be designed rationally to guarantee playing their respective roles.