HJC5335THB-50X结构应力试验报告

HJC5335THB-50X混凝土泵车结构应力试验报告HJC5335THB-50X混凝土泵车结构应力试验报告编制：审核：批准：日期：

目录1试验目的 -8-

表B.1整车结构应力试验记录表泵车型号：HJC5335THB-50X样机编号：7313A1C101天气状况：晴环境温度：33度试验日期：2014年7月3日星期四试验地点：员工食堂外空地试验人员：李文君于志家谢兵詹光维马建伟哈德祥实际跨距： 前跨：9500mm中跨：9260mm后跨：10480mm测试序号贴片类型工况A工况B工况C工况D应力最大值备注1应变片116.91115.29117.75118.75118.75★23应变片140.35140.07141.61142.19142.19★4应变片-320.59-314.57-316.92-318.94-320.59★5应变片-511.97-507.6-510.48-514.65-514.65□6应变片485.29480.88467.03471.3485.29□7应变片-358.6-358.54-357.84-358.87-358.87★8应变片270.96270.54271.73271.4271.73★9应变片-411.21-406.32-406.14-408.03-411.21★10应变片426.24420.26418.78418.78426.24★11应变片-212.83-205.85-204.45-203.81-212.83★12应变片262.51262.62255.29267.97267.97★13应变片54.8954.7948.9360.3260.32★14应变片-80.37-78.59-83.44-91.22-91.22★15应变片116.41121.05121.01123.7123.7★16应变片-34.76-25.34-24.15-23.46-34.76★17应变片-333.3-332.43-333.65-336.3-336.3★18应变片-358.99-354.46-351.21-361.35-361.35★19应变片-476.27-474.73-475.83-476.39-476.39□20应变片464.88462.31463.39462.89464.88□21应变片-367.5-365.86-364.91-365.2-367.5★22应变片366.83373.01373373.89373.89★23应变片330.23327.96326.88325.2330.23★24应变片-108.52-102.39-99.78-106.04-108.52★25应变片-180.2-177.32-181.82-192.63-192.63★26应变片356.11353.46351.95349.67356.11★27应变片-496.47-489.9-473.26-480.43-496.47□28应变片354.74353.26353.11349.33354.74★29应变片-375.13-377.93-382.54-383.72-383.72★30应变片214.2216.01212.88213.28216.01★31应变片512.03503.27492.55494.86512.03□32应变片-250.33-246.18-247-251.77-251.77★33应变片-340.37-333.74-333.49-337.94-340.37★34应变片-405.42-406.16-413.88-416.24-416.24★35应变片-121.46-117.81-114.39-114.11-121.46★36应变片-288.82-287.06-288.67-289.13-289.13★37应变片438.05434.93426.8430.99438.05★38应变片-293.09-292.49-298.77-298.26-298.77★39应变片86.8891.4891.4890.1191.48★40/41/42应变花615.69593.63610.45615.99615.99■43/44/45应变花181.61311.93266.2152.04311.93★46/47/48应变花440.05333.03185.02156.96440.05★49/50/51应变花480.61237.62187.58384.28480.61★52/53/54应变花26.4676.79135.79145.77145.77★55/56/57应变花64.57236.85661.77852.93852.93■58/59/60应变花83.02150.54108.1570.84150.54★61应变片-256.77-339.31-228.9-111.69-339.31★62应变片214.46322.58200.7272.3322.58★63应变片313.26423.53265.03101.31423.53★64应变片-344.32-432.7-309.27-159.81-432.7★65应变片-2.86*268.79340.53340.53★66应变片-13.01*234.78307.72307.72★67应变片-1.22*-265.69-335.83-335.83★68应变片-10.53*-272.86-342.81-342.81★注：测点2因无法贴片，放弃测试。在以上数据中填写（--）的点为未测试的点填写（*）的点为数据丢失的点填写（★）的点为满足设计要求的点填写（□）的点为测试应力值偏大的点填写（■）的为测试应力值大于设计要求的点测点5、6、8、10、17、19、20、21、23、26、28、49/50/51、52/53/54、55/56/57的数据来源见《50米泵车结构应力试验数据分析报告.pptx》。附件1：测试点分布各测试点的位置如图所示： 图11.臂架六贴片示意图

图12.臂架五贴片示意图图