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超重型消防车地下室顶板荷载等效取值研究

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目前国内各大城市均有采购多辆 101 m登高平台消防车(63 t),其重量远远超过了《建筑结构荷载规范》(GB 50009-2012)中原型消防车的重量(30 t),《建筑结构荷载规范》(GB 50009-2012)未对此类消防车给出具体的等效均布荷载取值.以 101 m登高平台消防车(63 t)为研究对象,首先通过绘制板的跨中弯矩影响面来确定其最不利位置,然后利用ABAQUS计算出 2 种荷载工况下板的跨中弯矩值,最后再等效出 101 m登高平台消防车(63 t)分别在 7 m×7 m、8 m×8 m、9 m×9 m双向板的荷载取值.结果表明:板跨大于 6 m的地下室双向板消防车荷载不建议直接取规范值,可按照设计需要采用相应流程进行等效;若对地下室顶板设计精度要求不高,当双向板板跨大于 8 m时,63 t级消防车可参照规范要求进行荷载等效.
Research on equivalent value of roof slab load in basement of ultra heavy fire truck
At present,major cities in China have purchased multiple 101 m elevated platform fire trucks,which weigh 63 t and far exceed the prototype fire truck of 30 t in Load code for the design of building structures(GB 50009-2012).Load code for the design of building structures(GB 50009-2012)does not provide specific equivalent uniformly distributed load values for such fire trucks.The 101 m high platform fire truck(63 t)was taken as the research object.Firstly,the most unfavorable position of the 101 m high platform fire truck(63 t)was determined by drawing the influence surface of the mid span bending moment of the slab.Secondly,ABAQUS was used to calculate the mid span bending moment values of the slab under two load conditions.Finally,the load values of the 101 m high platform fire truck(63 t)on the 7 m×7 m,8 m×8 m and 9 m×9 m two-way slabs were equivalent.The results indicate that the fire truck load of the two-way slab in the basement with a span greater than 6 m is not recommended to directly take the standard value,and can be equivalent using the process according to design needs.If the accuracy requirement for the design of the basement roof slab is not high,when the two-way slab span is greater than 8 m,the 63 t fire truck can refer to the standard requirements for load equivalence.

ultra heavy fire truckbasement roof slabimpact surfaceload equivalence

陈悦、刘光七、沈培文、李畅

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重庆交通大学山区桥梁及隧道工程国家重点实验室,重庆 400074

重庆交通大学土木工程学院,重庆 400074

重庆第二师范学院旅游与服务管理学院,重庆 400065

超重型消防车 地下室顶板 影响面 荷载等效

2024

四川建筑科学研究
四川省建筑科学研究院

四川建筑科学研究

影响因子:0.422
ISSN:1008-1933
年,卷(期):2024.50(5)