027-88605621
热门测试卷
试题 这道题原始版本如下：
位中标污水处理项目，其中二沉池直径51.2m，池深5.5m。池壁混凝土设计要求为C30、P6、F150，采用现浇施工，施工时间跨越冬季。施工单位自行设计了池壁异型模板，考虑了模板选材、防止吊模变形和位移的预防措施，对模板强度、刚度、稳定性进行了计算，考虑了风荷载下防倾倒措施。施工单位制定了池体混凝土浇筑的施工方案，包括：
①混凝土的搅拌及运输；
②混凝土的浇筑顺序、速度及振捣方法；
③搅拌、运输及振捣机械的型号与数量；
④预留后浇带的位置及要求；
⑤控制工程质量的措施。
在做满水试验时，一次充到设计水深，水位上升速度为5m/h，当充到设计水位12h后，开始测读水位测针的初读数，满水试验测得渗水量为2.5L/(㎡·d)，施工单位认定合格。
问题：
1.补全模板设计时应考虑的内容。
2.请将混凝土浇筑的施工方案补充完整。
3.修正满水试验中存在的错误。
【答案】：
1.各部分模板的结构设计,各接点的构造,以及预埋件、止水板等的固定方法；脱模剂的选用；模板及其支架的拆除顺序、方法及保证安全措施。
2.混凝土配合比设计及外加剂的选择；季节性施工的特殊措施；预防混凝土施工裂缝的措施。
3.应分三次充到设计水深,每次注水为设计水深的1/3;水位上升速度不宜超过2m/24h；充到设计水位24h后,才能测读水位指针的初读数。结果大于规定标准2L/(㎡·d),不合格。
【解析】：
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武汉唯才建造师人才网旗下唯才在线考试网 版权所有 鄂ICP备08100635号