CAJ | 학술논문

结合工程实例,对某钢筋混凝土车间从设计和检测两方面进行论述,分析了车间结构框架梁产生裂缝的原因以及对施工质量进行判定。经检测计算复核可知：施工质量失控,大部分混凝土强度等级远达不到设计要求,故而试水试验时荷载到达设计值时梁产生裂缝。采用加大截面形式对原结构进行加固,加固后结构可满足原结构使用功能要求。
결합공정실례,대모강근혼응토차간종설계화검측량방면진행논술,분석료차간결구광가량산생렬봉적원인이급대시공질량진행판정。경검측계산복핵가지：시공질량실공,대부분혼응토강도등급원체불도설계요구,고이시수시험시하재도체설계치시량산생렬봉。채용가대절면형식대원결구진행가고,가고후결구가만족원결구사용공능요구。
This papers discusses design and detecting of the workshop of a reinforced concrete, analyzes the reason of plant structure frame beam cracks and .determines the quality of construction. By detection and rechecking the calculation, it shows that the construction quality is out of control and most of the concrete strength are far less than the design requirements, therefore the beam crack when the water load test reaches the design value. After strengthening by increasing cross - sectional form, reinforced structure can meet the functional requirements of original structure.