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58问答库 > 住宅楼现浇板因混凝土强度未达到，拆模过早，导致现浇板下沉，现已将混凝土凿除，请问原配筋如何处理？

住宅楼现浇板因混凝土强度未达到，拆模过早，导致现浇板下沉，现已将混凝土凿除，请问原配筋如何处理？

2025-04-07 10:09:08

推荐回答（1个）

回答（1）：

原则上是原配筋是不能在用的，但是你们要是想节约自己的成本省钱的话，就看看原配筋的损伤大不大，如果可以做局部的调整就可以了，不然你们因为重新弄配筋的话会造成工期延长，人工的增多等等各种费用的增加的。看你们怎么沟通了。

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