一、某黄酒车间裂缝概况 某酒厂黄酒车间为现浇框架结构,按6度地震烈度4级抗震设计,跨度6m,4跨共24m;开间3.8m,13间共49.4m。底层层高4.5m,2层层高4m,顶层层高4m。混凝上强度等级C25。 该工程顶层框架及现浇屋面板是在1993年7月间施工,施工温度达37℃,1993年10月中旬室内抹灰后,发现顶层框架梁KJ—B～N有较多裂缝,其位置 I. Overview of Cracks in a Yellow Wine Workshop A winery rice wine workshop is a cast-in-place frame structure. It is designed to be earthquake-resistant with a seismic intensity of 6 degrees at 6 degrees, with spans of 6m and 4 spanning 24m; with an opening of 3.8m and 13 with a total of 49.4m. The bottom layer is 4.5m high, 2 layers are 4m high, and the top layer is 4m high. Coagulation on strength class C25. The top frame of the project and the cast-in-place roofing slab were constructed in July 1993. The construction temperature reached 37°C. After the indoor plastering in mid-October 1993, it was found that the top-level frame beams KJ-B-N had more cracks and their location.