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市建二公司在承建的上海灯泡一厂某车间工程中,通过学习北京市等兄弟单位的经验,确定选用予制短柱,整浇节点的结构形式,经过施工实践,收效较好。这个车间建筑面积为10413平米,共7层,高39米,柱距6米,共三跨,每跨均为7.5米。整个车间共予制短柱317根,最大的柱重3.66吨。予制梁246根,最大的梁重2.98吨。联系梁439根。槽形板1134块,生活楼部份用多孔板487块,大型层面板共有122块。
In the engineering workshop of Shanghai Lightbulb Plant No. 1 built by the municipal No. 2 company, through learning from the experience of Beijing and other fraternal units, it was determined that the structure of the short column and the whole pouring node should be selected. After the construction practice, good results were achieved. The workshop has a building area of 10,413 square meters, a total of 7 floors, a height of 39 meters and a 6 meters column spacing. There are a total of three spans, each spanning 7.5 meters. A total of 317 short columns were produced throughout the workshop, and the maximum column weight was 3.66 tons. Made 246 beams, the largest beam weight 2.98 tons. Contact beam 439 root. The plate 1134 is a block plate, and 487 blocks of porous plates are used in the living quarters, and a total of 122 large-scale floor plates.