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木楼盖环境激励与冲击激励下振动测试与舒适度分析*
丁叶蔚1,付海燕1,王正1,王韵璐2,谢文博1,赵天长3,司世广4
摘 要

(1 南京林业大学材料科学与工程学院, 南京 210037; 2 南京信息工程大学计算机与软件学院, 南京 210044;  3 江苏森之虎建筑工程有限公司, 南京 210016;4 江苏耀源木业有限公司, 宿迁 223700)

[摘要]为了满足人们对木结构建筑舒适度的客观要求,采用环境激励法和冲击激励法,对一栋设置6个测点的二层轻型木结构居民楼的楼盖结构,开展了环境激励下楼盖结构的基频测试,冲击激励下的球类激励和人行激励动态振动测试,并对以上测试所得的基频、加速度峰值、速度峰值和有效值等结果进行了舒适度分析。研究表明,本楼盖结构在环境激励和冲击激励方式下实测基频均高于4.5Hz,可满足舒适度要求;冲击激励方式下实测加速度峰值最大值为407.2mm/s2,人体处于明显感觉到与感觉不舒服之间;速度峰值最大值为5.606m/s,满足舒适度标准要求;加速度有效值的最大值小于0.45m/s2,满足建筑舒适度要求。综合评价本楼盖结构满足舒适度要求。

[关键词]木结构楼盖; 环境激励; 冲击激励; 振动测试; 舒适度分析

中图分类号:TU398-7文献标识码:A文章编号:1002-848X(2020)16-0100-07

 

Vibration test and comfort analysis of wooden building floor structure under environmental and impact excitations

DING Yewei1, FU Haiyan1, WANG Zheng1, WANG Yunlu2, XIE Wenbo1, ZHAO Tianchang3, SI Shiguang4

(1 College of Science and Engineering, Nanjing Forestry University, Nanjing 210037, China; 2 College of Computer and Software, Nanjing University of Information Science & Technology, Nanjing 210044,China; 3 Jiangsu Tiger Woods Construction Engineering Co., Ltd., Nanjing 210016, China; 4 Jiangsu Yaoyuan Wood Industry Co., Ltd., Suqian 223700, China)

Abstract: In order to meet people′s objective requirements for the comfort of wooden structures, for the floor structure of a two-story light-wood residential building with six measurement points, the environmental excitation method and the impact excitation method were used to carry out the dynamic vibration test of the floor structure under environmental excitations of the fundamental frequency and impacts including ball excitations and pedestrian excitations. Frequency, acceleration peak, speed peak and effective value test results were analyzed for comfort. The research shows that the measured fundamental frequency of the building structure under environmental excitation and impact excitation is higher than 4.5Hz, which can meet the comfort requirements; the maximum value of the measured acceleration peak value under the impact excitation mode is 407.2mm/s2, and the human body is between the feelings of uncomfortable and obviously uncomfortable; the maximum value of speed peak value is 5.606m/s, which meets the comfort standard requirements; the maximum value of the acceleration effective value is less than 0.45m/s2, which meets the requirements of building comfort. The result of the comprehensive evaluation is that the floor structure meets the comfort requirements.

Keywords:wooden structure floor; environmental excitation; impact excitation; vibration test;  comfort analysis

 

* 2018年江苏省政策引导类计划(苏北科技专项)(SZ-SQ2018014)。

 

作者简介:丁叶蔚,硕士研究生,Email:871514415@qq.com。

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