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桐城市厂房检测鉴定联系方式多少

2019年12月26日 00:00 来源:未知 手机版

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根据委托方提供的图纸资料及设备资料,通过现场房屋完损调查、倾斜测量、结构材料强度测试和结构构造状况调查,对房屋后期进设备改造后的抗震能力进鉴定分析。主要鉴定结论如下:(1)房屋整体现状基本完好,建筑及结构布置与原设计基本相符。除一处屋面板有小段贯通裂缝,房屋其余结构构件基本完好,无明显开裂、锈蚀现象;填充墙多处存在水平或斜向长裂缝,经分析均为非结构性裂缝,其余围护构件如楼梯栏杆等与主体的连接完好;门窗亦基本完好;(2)现场采用回弹法及超声回弹法对梁、柱、板混凝土强度进了测试,按照规范推定该房屋结构混凝土强度等级与原设计强度相符,建议验算时取梁板柱的混凝土强度等级为C30;(3)现场分别用经纬仪、水准仪对房屋的倾斜情况以及屋面高差情况进了测量,结果表明该房屋总体倾斜不大,实测倾斜率为0.8%,在参考限值4%范围内。且上部结构构件未发现由于不均匀沉降产生的开裂现象,主体与四周散水连接处也未见明显沉降裂缝,表明地基基础基本沉降稳定,无严重静载缺陷;(4)房屋结构构造措施仅有一项暂不满足抗震规范要求;楼梯间侧墙无钢丝网砂浆面层加强;(5)结构抗震承载力验算结果表明,部分框架柱梁配筋不足,其余主体结构构件承载力均能满足现抗震规范要求。近日,成功承接某时装整理有限公司房屋抗震检测鉴定项目。根据我院现场勘测、调查了解到,该公司1号楼(以下简称1号楼)位于某工业园内,位置显著,交通便捷。1号楼为地上单层钢筋混凝土框架结构,平面呈规则矩形,于2001年3月设计建造,2002年4月竣工投入使用。

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