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|ag手机客户端二维码chuanzhen:010-58041980

計量知識
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工程計量實例
發布時間:2018-5-22 10:32:26

yi、hunninggongchengliangdejisuan

1、tiaoxingjichuhunningtudiancengjisuan

waiqiangtiaojichuhunningtudiancengtiji=zhongxinxianchangdu×tongdiancengdejiemianji

neiqiangtiaojitongdiancengtiji=diancengdejingchangxianchangdu×tongdiancengdejiemianji

|ag手机客户端二维码2、zhengbanjichu、dulijichudiancengdetiji

diancengtiji=diancengmianji×diancenghoudu

hunningtuzhugongchengliangjisuan

|ag手机客户端二维码gouzaozhugongchengliangjisuan ①gouzaozhutiji=gouzaozhutiji+mayachatiji=h×(a×b+0.03×b×n)

|ag手机客户端二维码shizhong:h——gouzaozhugaodu a、b——gouzaozhujiemianchangkuan b——gouzaozhuyuzhuanqiangyaocha1/2kuandu n——mayachabianshu

⑶、kuangjiazhu ①xianjiaohunningtuzhuanshejitushichicunyitijijisuan。bukouchugoujianneigangjin、yumaitiejiansuozhantiji。

kuangjiazhutiji=kuangjiazhujiemianji*kuangjiazhuzhugao qizhongzhugao: a youliangbandezhugao,yingzizhujishangbiaomian(huoloubanshangbiaomian)zhishangyicengloubanxiabiaomianzhijiandegaodujisuan。wuliangbandezhugao,yingzizhujishangbiaomian(huoloubanshangbiaomian)zhizhumaoxiabiaomianzhijiandegaodujisuan。kuangjiazhudezhugao,yingzizhujishangbiaomianzhizhudinggaodujisuan。

yuzhihunningtuzhuanshejitushichicunyitijijisuan,bukouchugoujianneigangjin、yumaitiejiansuozhantiji,yifuyuzhudeniutui,bingruxiangyingzhushentijijisuan。

er、hunningtujichugongchengliangjisuan

1、tiaoxingjichugongchengliangjisuan

waiqiangtiaoxingjichudegongchengliang=waiqiangtiaoxingjichuzhongxinxiandechangdu×tiaoxingjichudejiemianji

neiqiangtiaoxingjichudegongchengliang=neiqiangtiaoxingjichujingchangxiandechangdu×tiaoxingjichudejiemianji 。

san、mantangjichugongchengliang

mantangjichugongchengliang=mantangjichudimianji×mantangjichudibanchuizhibufenhoudu+shangbulengtaitiji

3、dulijichu( tongdulijichuyuzhuzaijichushangbiaomianfenjie) (1)juxingjichu: v=chang×kuan×gao (2)jietixingjichu: v=∑gejie(chang×kuan×gao)

|ag手机客户端二维码si、gangjinhunningtubandegongchengliangjisuan

1、yibanxianjiaobanjisuanfangfa:xianjiaohunningtubananshejitushichicunyitijijisuan。bukouchugoujianneigangjin、yumaitiejianjidangemianji0.3m2yineidekongdongsuozhantiji。jisuangongshi——v=banchang×bankuan×banhou

2、youliangbanxizhizhuliang(ciliang)yubanxianjiaochengyiti。qigongchenglianganliangbantijihejisuanyouliangban(baokuozhu、ciliangyuban)anliang、bantijizhihejisuan,

3、wuliangbanxizhibudailiangzhijieyongzhumaozhichengdeban。qitijianbanyuzhumaotijihejisuan

4、pingbanzhiwuzhu、liangerzhijieyouqiangzhichengdeban。qigongchenglianganbanshitijijisuan。

wu、xianjiaotongqiangdegongchengliangjisuanguize。

1、現澆框架結構的剪力墻計算方法:按圖示尺寸以m3計算。應扣除門窗洞口及0.3m2以外孔洞所占體積。計算公式:V=墻長×墻高×墻厚-0.3m2以外的門窗洞口面積×墻厚 式中:墻長——外墻按L中,內墻按L內; 墻高——自基礎上表面算至墻頂。
 

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