渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=3.2m)1:50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#809×4000.02354.36561.2692#(670+370)×4000.02969.89160.4663#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=3.4m)1:50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#862×4000.02457.93561.3522#(670+395)×4000.02971.57160.4773#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=3.6m)1:50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#914×4000.02661.42561.4332#(670+422)×4000.03173.38160.4893#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=3.8m)1:50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)3單塊重量(kg)伸縮縫間板數(shù)砼量(m3)1#966×4000.02764.92561.5152#(670+448)×4000.03175.13160.5013#600×400...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=4.0m)1:50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#801×4000.02253.83721.6152#(670+366)×4000.02969.62160.4643#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=4.2m)1:50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#843×4000.02456.65721.6992#(670+386)×4000.02970.96160.4733#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=4.4m)1:50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#885×4000.02559.47721.7842#(670+407)×4000.03072.37160.4823#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=4.6m)1:50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#927×4000.02662.29721.8692#(670+428)×4000.03173.79160.4923#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=4.8m)1:50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#968×4000.02765.05721.9512#(670+450)×4000.03175.26160.5023#600×4000...[繼續(xù)閱讀]

    渠道襯砌橫斷面圖1:50渠道襯砌平面展開(kāi)圖(D=5.0m)1:50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#1010×4000.02867.87722.0362#(670+471)×4000.03276.68160.5113#600×400...[繼續(xù)閱讀]