圆型检查井自动计算表

,φ3000检查井自动计算表,,,,,,,,,,,,,,

,序号,结构部位,单位,工程量,计算式,,检查井参数,3通,,,井通,3通,扣除混凝土量,扣除模板,增加模板

,1,砼垫层,m3,1.45,3.142*(2.15)^2*0.1,,"颜色填充部分为手动输入区域

单位（m）",,,,,小计,1.38,5.50,5.09

,2,砼基础,m3,6.93,3.142*(4.2/2)^2*0.5,,,,,,D1,0.9,0.46,1.83,1.70

,3,砼井壁,m3,15.12,3.142*(4+3)/2*0.5*3-1.38[扣除3通井壁孔洞],,,,,,D2,0.9,0.46,1.83,1.70

,4,井顶人孔板混凝土,m3,0.13,0.13,,检查井处管道埋深,3,,,D3,0.9,0.46,1.83,1.70

,5,人孔板钢筋,kg,20.69,20.69,,接入管管径D,0.9,,,D4,0.9,0.46,1.83,1.70

,6,人孔板安装干混砂浆,m3,0.06,3.142*(4+4.2)/2*0.5*0.01,,井室高度,3,,,,,,,

,7,预制砼井筒,m,-0.25,-0.25,,盖板厚度,0.24,,,,,,,

,8,汽车运输构件,m3,-0.13,0.13+-0.25*3.142*(0.45+0.125)^2[每米井筒空间体积],,基础厚度,0.5,,,,,,,

,9,井座井盖,套,1.00,1,,垫层厚度,0.1,,,,,,,

,10,铸铁踏步,个,7.00,int((3.69-0.1-0.5-0.45-0.09)/0.36),,井顶高度,-0.15,,,,,,,

,11,井底砖砌流槽,m3,2.86,3.142*(1.5)^2*(0.45+0.09)-3.142*(0.45)^2/2*3,,检查井埋深h=,3.69,,,,,,,

,12,砖砌流槽水泥砂浆抹面,m2,8.61,3.142*(3/2)^2-3*0.9+3.142*0.9/2*3,,井壁内径,3,,,,,,,

,13,检查井钢筋,kg,1068.11,15.12*51.337+6.93*42.12,,井壁厚,0.5,,,,,,,

,14,垫层模板,m2,1.35,3.142*4.3*0.1,,井壁外径,4,,,,,,,

,15,基础模板,m2,6.60,3.142*4.2*0.5,,基础直径,4.2,,,,,,,

,16,井壁模板,m2,65.57,3.142*(3+0.5)*3*2-5.5[扣除3通井壁孔洞]+5.09[增加3通井侧壁模板],,垫层直径,4.3,,,,,,,

,17,检查井井字脚手架,m2,40.72,3.142*4*(3+0.24),,基础混凝土含筋量,42.12,,,,,,,

,,,,,,,基础钢筋间距,0.3,,,,,,,

,常用雨水检查井图集,06MS201-3-12,117页,,Φ1000圆型混凝土雨水检查井D=200～600,,基础钢筋直径Φ,16,,,,,,,

,,06MS201-3-22,127页,,Φ1000圆型雨污水检查井盖板配筋图,,井壁混凝土含筋量,51.34,,,,盖板形式,板厚,盖板混凝土,盖板钢筋

,,06MS201-3-15,130页,,Φ1250圆型混凝土雨水检查井D=600～800,,井壁钢筋间距,0.5,,,,φ1000厚100mm盖板,0.1,0.11,16.93

,,06MS201-3-26,131页,,Φ1250圆型雨污水检查井盖板配筋图,,井壁钢筋直径Φ,20,,,,φ1000厚120mm盖板,0.12,0.13,20.69

,,06MS201-3-17,133页,,Φ1500圆型混凝土雨水检查井D=800～1000,,盖板形式,φ1000厚120mm盖板,,,,φ1250厚120mm盖板,0.12,0.2,25.94

,,06MS201-3-29,134页,,Φ1500圆型雨污水检查井盖板配筋图,,井顶人孔板混凝土,0.13,,,,φ1250厚140mm盖板,0.14,0.23,32.69

,,06MS201-3-127,232页,,Φ700预制混凝土井筒（双排踏步）,,人孔板钢筋,20.69,,,,φ1500厚120mm盖板,0.12,0.28,34.87

,,06MS201-3-128,233页,,Φ800预制混凝土井筒（双排踏步）,,井筒壁厚,0.125,,,,φ1500厚14