砌体结构的伸缩缝间距超限后的设计措施

Constrution meassure fod treatment cd excessive expansion joint interval in the structure of masonry envelop

对砌体结构温度裂缝的易发部位和引起裂缝的原因进行了简要分析，提出了砌体结构伸缩缝间距超限后的设计措施，并结合工程实例给予了论述．

The position where temperature cracks readily to occur in masonry envelop and the reasons of their occurrence are briefly analysed. Constructional rneassure for treatment of excessive expanssion joint interval is presented and, then, discussed with respect to a practical project.