渠道襯砌橫斷面圖1:20渠道襯砌平面展開(kāi)圖(D=1.2m)1:30伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m規(guī)格(mm)單塊砼量(m3)單塊重量(kg)伸縮縫間板數(shù)(塊)砼量(m3)1460×4000.03993.39321.245填縫砼量(m3)0.236砼總量(m3)1.482油膏量...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:20渠道襯砌平面展開(kāi)圖(D=1.4m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m規(guī)格(mm)單塊砼量(m3)單塊重量(kg)伸縮縫間板數(shù)(塊)砼量(m3)1598×4000.043103.38321.378填縫砼量(m3)0.257砼總量(m3)1.635油膏量...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:20渠道襯砌平面展開(kāi)圖(D=1.6m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單塊砼量(m3)單塊重量(kg)伸縮縫間板數(shù)(塊)砼量(m3)1#956×4000.02764.24240.6422#(670+443)×4000.03175.41160.5033#600×...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:20渠道襯砌平面展開(kāi)圖(D=1.8m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單塊砼量(m3)單塊重量(kg)伸縮縫間板數(shù)(塊)砼量(m3)1#1075×4000.02772.22240.7222#(670+502.5)×4000.03179.94160.5333#6...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=2.0m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#1059×4000.03071.16240.7122#(670+495)×4000.03378.29160.5223#600×400...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=2.2m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#1165×4000.03378.29240.7832#(670+547)×4000.03481.78160.5453#600×400...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=2.4m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#822×4000.02355.24400.9212#(670+376)×4000.03070.29160.4693#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=2.6m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#893×4000.02560.00401.0002#(670+411)×4000.03072.64160.4843#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=2.8m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#963×4000.02764.71401.0792#(670+446)×4000.03174.99160.5003#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:40渠道襯砌平面展開(kāi)圖(D=3.0m)1:40伸縮縫A1:10板縫B1:10每伸縮縫間襯砌工程量統(tǒng)計(jì)表每伸縮縫間距7.48m編號(hào)規(guī)格(mm)單板砼量(m3)單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#757×4000.02150.87561.1872#(670+343)×4000.02868.07160.4543#600×4000...[繼續(xù)閱讀]