CAJ | 학술논문

某水力发电厂已建主厂房为钢筋混凝土框架结构。在施工期间，当混凝土浇注至D号发电机楼层时，因故混凝土浇注中断，造成其中6根大梁出现水平向混凝土冷缝。经采用叠合面抗剪的计算方法对冷缝面的抗剪承载力进行验算，结果表明，混凝土冷缝面的抗剪承载力明显不足，需要补强处理。之后，依据分析结果及有关规范进行粘钢补强加固取得了较好的效果。
모수력발전엄이건주엄방위강근혼응토광가결구。재시공기간，당혼응토요주지D호발전궤루층시，인고혼응토요주중단，조성기중6근대량출현수평향혼응토랭봉。경채용첩합면항전적계산방법대랭봉면적항전승재력진행험산，결과표명，혼응토랭봉면적항전승재력명현불족，수요보강처리。지후，의거분석결과급유관규범진행점강보강가고취득료교호적효과。
The main building of a power plant was the reinforced concrete frame building.The concrete infusion of D\+# electric generator was interrupted during construction,some horizontal inside interfaces appeared in six beams.The anti-shear capacity of the concrete inside interface was checked with the computational method of composite interface anti-shear.The results showed that the anti-shear capacity of concrete inside interface was insufficient obviously,which needs to be reinforced.Consequently,the steel-bonding reinforcement was adopted according to analytical results and relevant standards,and the results were effective.