混凝土跑模現象檢測鑒定及處理方案實例
發(fā)布時間:2018-08-22 07:27
【摘要】:工程中由于木模板重復使用、施工人員技術不過關、施工管理不到位等原因,會造成混凝土跑,F象,須運用檢測工具和鑒定方法對跑模工程進行檢測鑒定。根據構件不同的跑模位移,提出不同的加固處理方案,跑模位移超過50 mm的墻柱可采取在內側加大截面進行處理,跑模位移未超過50mm的墻柱可采用M20防水砂漿做找平處理。工程經加固處理后,能達到相應規(guī)范要求,可按原設計功能使用。
[Abstract]:Due to the repeated use of wood formwork, the technical failure of construction personnel and the lack of construction management, the phenomenon of concrete model running will be caused, so it is necessary to use testing tools and identification methods to test and identify the running model engineering. According to the different displacement of the running mould, different strengthening treatment schemes are put forward. The wall column with the displacement of more than 50 mm can be treated by increasing the cross section in the inside, and the wall column with less than 50mm can be leveled with M20 waterproof mortar. After strengthening, the project can meet the requirements of the corresponding specifications and can be used according to the original design function.
【作者單位】: 山東省建筑科學研究院;
【分類號】:TU755.7
本文編號:2196399
[Abstract]:Due to the repeated use of wood formwork, the technical failure of construction personnel and the lack of construction management, the phenomenon of concrete model running will be caused, so it is necessary to use testing tools and identification methods to test and identify the running model engineering. According to the different displacement of the running mould, different strengthening treatment schemes are put forward. The wall column with the displacement of more than 50 mm can be treated by increasing the cross section in the inside, and the wall column with less than 50mm can be leveled with M20 waterproof mortar. After strengthening, the project can meet the requirements of the corresponding specifications and can be used according to the original design function.
【作者單位】: 山東省建筑科學研究院;
【分類號】:TU755.7
【相似文獻】
相關期刊論文 前2條
1 戴如東;;鳳城世家小區(qū)土(溶)洞處理方案[J];四川建材;2007年05期
2 ;[J];;年期
,本文編號:2196399
本文鏈接:http://sikaile.net/guanlilunwen/chengjian/2196399.html