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1、项项目目名名称称规规格格单单位位工工程程量量计计算算式式结结果果1花岗岩地面铺装中国黑800*800m(3.14*82-62.2)+83.23221.99红色800*800m345.71+(118.7-83.23)381.18芝麻黑光面800*800m1014.56+780.725-9.0*4-2.25*12-6.6*4+(530.93-380.13-16.45)1840.24灰色花岗岩600*600m511.86+198.21+100.76+67.84+73.59+92.45*2+114.42+137.26-6.14*3-0.84*31367.9灰色花岗岩m447.77-173.05274.
2、72芝麻白光面花岗岩m173.05+67.34240.39灰白花岗岩m43.12+63.6+100.53*2+619.75-(10.88+6.75+3.6)*2+58.4+215.941159.412草坪砖铺设300*300m292.5*2+393.4+463+357+516.3*2+292.5*234163水泥路面m13.25+31+15+(456.8-328.06-42.11)+36+13+20.24+51.97+85.16+127.17479.424道牙石100*300*495m93*4+118.84+136.81+116+145*21033.655花岗岩台阶铺装20厚花岗岩m23.09
3、台阶1+13.35台阶2+4*1.5台阶3+4*1.5台阶4+3.3*1.5台阶5+1.8*2.5台阶657.89做做法法编编号号备备注注123468910主道与停车场之间的空白处按草坪砖考虑5,710见图纸14-2颜色未定项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注1树池1个1010150厚-3:7灰土m0.64宽*0.15厚*(1.5-0.24)长*4面*104.8436.83100厚-C15砼垫层m0.44宽*0.1厚*1.26长*4面*102.2242.02MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*1.26长*4*1
4、0个4.2324.12砂浆标号未定MU10-240砖墙m0.24*(0.4-0.06)*1.26*4*10同上4.1195.25砂浆标号未定60厚-C15压顶m0.24*0.06*1.26*4*100.734.092A6-钢筋kg1.5*4*2根*0.26*1031.2189.07A6200-钢筋kg0.3*(1.5*4)/0.2根数*0.26*1023.4198.4610厚-青片石贴面 立面m1.5*4*(0.4+0.06)高*1027.6533.7做法中无找平厚度及标号10厚-青片石贴面 平面m1.26*4*0.24宽*1012.157.79做法中无找平厚度及标号2树池2个44150厚-3
5、:7灰土m0.64宽*0.15厚*(3-0.24)长*4面*44.24100厚-C15砼垫层m0.44宽*0.1厚*2.76长*4面*41.94MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*2.76长*4*4个3.71MU10-240砖墙m0.24*(0.4-0.06)*2.76*4*4同上3.660厚-C15压顶m0.24*0.06*2.76*4*40.642A6-钢筋kg3*4*2根*0.26*424.96A6200-钢筋kg0.3*(3.0*4)/0.2根数*0.26*418.7210厚-青片石贴面 立面m3.0*4*(0.4+0.06)高*422.0810厚-青片
6、石贴面 平面m2.76*4*0.24宽*410.63树池3个44100宽*300高*495长-砼条石m16.34+15.29+13.39+10.95共四个55.9755.9730厚-1:3水泥砂浆m55.97长*0.1宽5.625.824树池4个11150厚-3:7灰土m0.64宽*0.15厚*(2.85+2.4+1.5-0.24*3)长0.58简简化化页页面面恢恢复复页页面面自自动动分分组组取取消消分分组组100厚-C15砼垫层m0.44宽*0.1厚*6.03长0.27MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*6.03长0.51MU10-240砖墙m0.24*(1-
7、0.06)*6.03同上1.3660厚-C15压顶m0.24*0.06*6.030.092A6-钢筋kg(2.85+2.4+1.5)*2根*0.263.51A6200-钢筋kg0.3*(6.75)/0.2根数*0.262.6310厚-青片石贴面 立面m6.75*(1+0.06)高7.1610厚-青片石贴面 平面m6.03*0.24宽1.455树池5个11150厚-3:7灰土m0.64宽*0.15厚*(1.16*2+1.26*2)长0.46100厚-C15砼垫层m0.44宽*0.1厚*4.84长0.21MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*4.84长0.41MU10
8、-240砖墙m0.24*(1-0.06)*4.84同上1.0960厚-C15压顶m0.24*0.06*4.840.072A6-钢筋kg(1.4*2+1.5*2)*2根*0.263.02A6200-钢筋kg0.3*(5.8)/0.2根数*0.262.2610厚-青片石贴面 立面m5.8*(1+0.06)高6.1510厚-青片石贴面 平面m5.8*0.24宽1.396树池6个11150厚-3:7灰土m0.64宽*0.15厚*(5.96*2+1.26*2)长1.39100厚-C15砼垫层m0.44宽*0.1厚*14.44长0.64MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*1
9、4.44长1.21MU10-240砖墙m0.24*(1-0.06)*14.44同上3.2660厚-C15压顶m0.24*0.06*14.440.212A6-钢筋kg(6.2*2+1.5*2)*2根*0.268.01A6200-钢筋kg0.3*(15.4)/0.2根数*0.266.01项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注10厚-青片石贴面 立面m15.4*(1+0.06)高16.3210厚-青片石贴面 平面m14.44*0.24宽3.477树池7个33150宽*300高*495长-砼条石m1.65长*4面*3个19.849.830厚-1:3水泥
10、砂浆m19.8*0.15宽2.978树池8个33150宽*300高*495长-砼条石m(3.55*2长+1.45*2宽)*3个3030厚-1:3水泥砂浆m30*0.15宽4.59 树池9-1个11150厚-3:7灰土m0.64宽*0.15厚*(1.26*2+1.26*2)长0.48100厚-C15砼垫层m0.44宽*0.1厚*5.04长0.22MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*5.04长0.42MU10-240砖墙m0.24*(0.45-0.06)*5.04同上0.4760厚-C15压顶m0.24*0.06*5.040.072A6-钢筋kg(1.5*2+1.5
11、*2)*2根*0.263.12A6200-钢筋kg0.3*(6)/0.2根数*0.262.3410厚-青片石贴面 立面m6.0*(1+0.06)高6.3610厚-青片石贴面 平面m5.04*0.24宽1.2110 树池9-2个11150厚-3:7灰土m0.64宽*0.15厚*(1.26*2+1.26*2)长0.48100厚-C15砼垫层m0.44宽*0.1厚*5.04长0.22MU10砖-240基础m0.24宽*1.26长*(0.35*2+0.8*2)不等高0.7MU10-240砖墙m0.24宽*1.26长*(0.94*2+0.49*2)不等高0.8660厚-C15压顶m0.24*0.06*5
12、.040.072A6-钢筋kg(1.5*2+1.5*2)*2根*0.263.12A6200-钢筋kg0.3*(6)/0.2根数*0.262.34项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注10厚-青片石贴面 立面m1.26*(1+0.06)*2+1.26*(0.55+0.06)*24.2110厚-青片石贴面 平面m5.04*0.24宽1.2111 树池10个1414100宽*300高*495长-砼条石(圆型)m2*3.14*1.45直径*14127.48127.48尺寸未设计30厚-1:3水泥砂浆m127.48*0.1宽12.7512 树池11个44
13、150厚-3:7灰土m0.64宽*0.15厚*(10.73*2+2.562*2)长*410.21100厚-C15砼垫层m0.44宽*0.1厚*26.584长*44.68MU10砖-240基础m0.12宽实际为240*(0.6-0.15-0.1)高*26.584长*44.47MU10-240砖墙m0.12宽实际为240*(0.45-0.06)*26.584同上*44.9860厚-C15压顶m0.12*0.06*26.584*40.772A6-钢筋kg(27.06)*2根*0.26*456.28A6200-钢筋kg0.12*(27.06)/0.2根数*0.26*416.8910厚-青片石贴面 立面
14、m27.06*(0.45+0.06)高*455.210厚-青片石贴面 平面m26.584*0.12宽*412.7613 树池12个22150厚-3:7灰土m0.64宽*0.15厚*(1.56*2+1.76*2)长*21.27100厚-C15砼垫层m0.44宽*0.1厚*6.64长*20.58MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*6.64长*21.12MU10-240砖墙m0.24*(0.45-0.06)*6.64同上*21.2460厚-C15压顶m0.24*0.06*6.64*20.192A6-钢筋kg(7.6)*2根*0.26*27.9A6200-钢筋kg0.3
15、*(7.6)/0.2根数*0.26*25.9310厚-青片石贴面 立面m7.6*(0.45+0.06)高*27.7510厚-青片石贴面 平面m6.64*0.24宽*23.1914 树池13个22项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注150厚-3:7灰土m0.64宽*0.15厚*(2.26*2+2.46*2)长*21.81100厚-C15砼垫层m0.44宽*0.1厚*9.44长*20.83MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*9.44长*21.59MU10-240砖墙m0.24*(0.45-0.06)*9.44同上*
16、21.7760厚-C15压顶m0.24*0.06*9.44*20.272A6-钢筋kg(10.4)*2根*0.26*210.82A6200-钢筋kg0.3*(10.4)/0.2根数*0.26*28.1110厚-青片石贴面 立面m10.4*(0.45+0.06)高*210.6110厚-青片石贴面 平面m9.44*0.24宽*24.5315 树池14个22150厚-3:7灰土m0.64宽*0.15厚*(2.96*2+3.16*2)长*22.35100厚-C15砼垫层m0.44宽*0.1厚*12.24长*21.08MU10砖-240基础m0.24宽*(0.6-0.15-0.1)高*12.24长*22
17、.06MU10-240砖墙m0.24*(0.45-0.06)*12.24同上*22.2960厚-C15压顶m0.24*0.06*12.24*20.352A6-钢筋kg(13.2)*2根*0.26*213.73A6200-钢筋kg0.3*(13.2)/0.2根数*0.26*210.310厚-青片石贴面 立面m13.2*(0.45+0.06)高*213.4610厚-青片石贴面 平面m12.24*0.24宽*25.8816坐凳1个11做法见图纸15-2150厚-3:7灰土m0.675长*0.64宽*0.15高*3个腿0.19300厚-C15砼垫层m0.675长*0.44宽*0.3高*3个腿0.276
18、.14坐凳-零星砌体m0.675长*0.24宽*0.56高*30.276.26支墩四周刷-防木漆m(0.675+0.24)*2周长*0.410以上高度*3个腿2.2551.77坐凳-60*30木条m(2.1-0.15*3)*46.6181.217坐凳2个11项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注150厚-3:7灰土m0.675长*0.64宽*0.15高*8个腿0.52300厚-C15砼垫层m0.675长*0.44宽*0.3高*8个腿0.71坐凳-零星砌体m0.675长*0.24宽*0.56高*80.73支墩四周刷-防木漆m(0.675+0.24
19、)*2周长*0.410以上高度*8个腿6坐凳-60*30木条m(4.05+2.1-0.15*8)*419.818坐凳3个22150厚-3:7灰土m0.675长*0.64宽*0.15高*3个腿*20.39300厚-C15砼垫层m0.675长*0.44宽*0.3高*3个腿*20.53坐凳-零星砌体m0.675长*0.24宽*0.56高*3*20.54支墩四周刷-防木漆m(0.675+0.24)*2周长*0.410以上高度*3个腿*24.5坐凳-60*30木条m(2.1-0.15*3)*4*213.219坐凳5个44木条根数未设计150厚-3:7灰土m0.675长*0.64宽*0.15高*13个腿*
20、43.37300厚-C15砼垫层m0.675长*0.44宽*0.3高*13个腿*44.63坐凳-零星砌体m0.675长*0.24宽*0.56高*13*44.72支墩四周刷-防木漆m(0.675+0.24)*2周长*0.410以上高度*13个腿*439.02坐凳-60*30木条m(3.2+4.6+3-0.15*13)*4*4141.620挡土墙1-1个11150厚-3:7灰土m4长*0.65宽*0.15高0.39100厚-C15砼垫层m4*0.45*0.10.18MU10砖-240基础m4*(0.6-0.25)*0.240.34MU10-240砖墙m4*(0.5+1.5)/2平均高度-0.06)
21、*0.240.960厚-C15压顶m4*0.24*0.060.062A6-钢筋kg4*0.26*22.08A6200-钢筋kg0.24*(4/0.2)*0.261.2510厚-青片石贴面 立面m4*1平均高度*2面8项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注10厚-青片石贴面 立面m4*0.240.9621挡土墙1-2个11150厚-3:7灰土m3长*0.65宽*0.15高0.29100厚-C15砼垫层m3*0.45*0.10.14MU10砖-240基础m3*(0.6-0.25)*0.240.25MU10-240砖墙m3*(0.5+1.5)/2平均
22、高度-0.06)*0.240.6860厚-C15压顶m3*0.24*0.060.042A6-钢筋kg4*0.26*22.08A6200-钢筋kg0.24*(3/0.2)*0.260.9410厚-青片石贴面 立面m3*1平均高度*2面610厚-青片石贴面 立面m3*0.240.7222挡土墙2个11尺寸不祥MU10-240砖墙m314*0.8*0.2460.2910厚-青片石贴面 立面m314*0.8251.210厚-青片石贴面 立面m314*0.2475.3623挡土墙3个11150厚-3:7灰土m11.2长*0.65宽*0.15高1.09100厚-C15砼垫层m11.2*0.45*0.10.
23、5MU10砖-240基础m11.2*(0.6-0.25)*0.240.94MU10-240砖墙m11.2*(1-0.06)*0.242.5360厚-C15压顶m11.2*0.24*0.060.162A6-钢筋kg11.2*0.26*25.82A6200-钢筋kg0.24*(11.2/0.2)*0.263.4910厚-青片石贴面 立面m11.2*(1+0.06)11.8710厚-青片石贴面 立面m11.2*0.242.6924花架1个11项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注400厚-C10砼垫层m3.6*3.6*0.4*210.3710.37C
24、20-独立基础有梁式m(2.8*2.8*0.6+(2.82+1.42+3.13)*0.4/3)*212.8612.86C20-矩形柱1400*1400m1.4*1.4*2.4*29.419.41C20-矩形柱600*600m0.6*0.6*2.075*21.491.49C20-矩型梁500*250m0.5*0.25*11*22.752.75花架-木格条80*200m4.4*26114.4114.4用膨胀螺栓固定,面刷清漆8C14-钢筋kg(12*0.014+0.6+0.4+2.4+2.075+12*0.014)*1.208*8*2112.32112.32A6120-钢筋kg2.4箍长*0.26
25、*11根*213.7313.73A6100-钢筋kg5.6箍长*0.26*(3.4/0.1)根数*299.0199.015A10-钢筋kg2.8*0.617*5*217.2817.28A10130-钢筋kg2.8*0.617*(2.8/0.13)*274.4274.424A8-钢筋kg11*0.395*4*234.7634.76A6200-钢筋kg1.5*0.26*(11/0.1)*285.825景墙1(1-3断面)个33见图纸13-1竹编-景墙80竹子m(5+5.35+6.2)*116.5516.5580竹子纵横编制,水平3道长度16.55*3米,竖向每间距540设置一道,长度每根1米,隔1
26、道绑2根,用5#镀锌铁丝固定26景墙2个11见图纸13-2150厚-3:7灰土m0.64*0.15*(8.3+4)1.18100厚-C15砼垫层m0.44*0.1*12.30.54MU10砖-240基础m0.24*(0.6-0.25)*12.31.03MU10-240砖墙m0.24*0.94*12.32.7760厚-C15压顶m0.24*0.06*12.30.182A6-钢筋kg12.3*0.26*26.4A6200-钢筋kg0.24*(12.3/0.2)*0.263.8410厚-芝麻黑花岗岩贴面 立面m12.3*1*2面24.651.610厚-芝麻黑花岗岩贴面 平面m12.3*0.242.9
27、56.19项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注27景墙3个11见图纸13-2150厚-3:7灰土m0.64*0.15*(9.5+4)1.3100厚-C15砼垫层m0.44*0.1*13.50.59MU10砖-240基础m0.24*(0.6-0.25)*13.51.13MU10-240砖墙m0.24*0.94*13.53.0560厚-C15压顶m0.24*0.06*13.50.192A6-钢筋kg13.5*0.26*27.02A6200-钢筋kg0.24*(13.5/0.2)*0.264.2110厚-芝麻黑花岗岩贴面 立面m13.5*1*2面2
28、710厚-芝麻黑花岗岩贴面 平面m13.5*0.243.2428大池个11见图纸11-3400厚-级配砂石m135.33CAD面积*0.4*1.3折加系数70.37108.75100厚-C15砼垫层m135.33CAD面积*0.1*1.3折加系数17.59150厚-C20钢筋砼池壁m135.33*0.15*1.326.3942.51蓝色-马赛克面层m135.33*1.3175.93175.9320厚1:2水砂找平、10厚1:1水砂结合层镀锌-铁箅子m1*113A8200-钢筋kg17*0.395*(9/0.2)*2层*1.3系数785.662533.98A8200-钢筋kg9*0.395*(1
29、7/0.2)*2层*1.3系数785.6629小池个11见图纸11-3400厚-级配砂石m76.75CAD面积*0.4*1.25折加系数38.38100厚-C15砼垫层m76.75CAD面积*0.1*1.25折加系数9.59150厚-C20钢筋砼池壁m76.75*0.15*1.416.12天蓝色磨光-花岗岩面层150*150*20m76.75*1.4107.45107.4520厚1:2水砂找平、10厚1:1水砂结合层镀锌-铁箅子m1*1*22A8200-钢筋kg12.8*0.395*(6.8/0.2)*2层*1.4系数481.33A8200-钢筋kg6.8*0.395*(12.8/0.2)*2
30、层*1.4系数481.33项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注30停车厂个22300厚3:7灰土停车厂入口m0.64*0.3*19.88*2道*2个15.2715.27150厚-C15砼垫层停车厂入口m0.48*0.15*19.88*2道*2个5.735.73MU10砖-240基础停车厂入口m1.5*0.24*19.88*2道*2个28.6328.63MU10砖-240砖墙停车厂入口m0.8*0.24*19.88*2道*2个15.2715.27350*600*300-C15砼预埋块停车厂入口m0.35*0.6*0.3*12*2个1.511.5
31、1-100*100*5-预埋铁件停车厂入口kg0.1*0.1*0.005*7850*12*2个9.429.42150*5钢管-立柱停车厂入口kg3平均高度*12*22.77理论重量*2个1639.441639.44150*5钢管-横梁停车厂入口kg19.88*11*22.77理论重量*2个9958.6913237.57150*5钢管-横梁停车厂入口kg7.2*10*22.77理论重量*2个3278.88-80*4-扁钢停车厂入口kg19.88*2*2.5127理论重量*7*2个1398.671832.74-80*4-扁钢停车厂入口kg7.2*2*2.512理论重量*6*2个434.0715厚木
32、板包柱停车厂入口m0.15*4*2.7*12*2个38.8838.88具体做法见图纸810.76厚夹层钢化玻璃停车厂入口m7.2*21*2个302.4302.4挖沟槽2米内停车厂入口m19.88*0.64*1.9*2道*2个96.796.7回填土方停车厂入口m96.7-15.27-5.73-28.6347.0747.0790*40硬木条封口停车厂入口m0.09*0.04*12*20.090.09具体做法见图纸831土方地坑m350树坑,花架基础,水景坑等350350沟槽m250挡墙基础,坐凳基础等零星250250挖土方m5485.83*0.43+3416*0.514101.074101.07项
33、项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注项项目目名名称称做做法法单单位位工工程程量量计计算算式式结结果果做做法法汇汇总总备备注注数据透视表做做法法工工程程量量计计算算式式结结果果100100厚厚-C15-C15砼砼垫垫层层13.7113.710.44宽*0.1厚*1.26长*4面*102.220.44宽*0.1厚*12.24长*21.080.44宽*0.1厚*14.44长0.640.44宽*0.1厚*2.76长*4面*41.940.44宽*0.1厚*26.584
34、长*44.680.44宽*0.1厚*4.84长0.210.44宽*0.1厚*5.04长0.440.44宽*0.1厚*6.03长0.270.44宽*0.1厚*6.64长*20.580.44宽*0.1厚*9.44长*20.834*0.45*0.10.183*0.45*0.10.1411.2*0.45*0.10.5100100宽宽*300*300高高*495*495长长- -砼砼条条石石55.9755.9716.34+15.29+13.39+10.95共四个55.97100100宽宽*300*300高高*495*495长长- -砼砼条条石石( (圆圆型型) )127.48127.482*3.14*1
35、.45直径*14127.481010厚厚- -青青片片石石贴贴面面 立立面面 533.7533.71.26*(1+0.06)*2+1.26*(0.55+0.06)*24.211.5*4*(0.4+0.06)高*1027.610.4*(0.45+0.06)高*210.6113.2*(0.45+0.06)高*213.4615.4*(1+0.06)高16.3227.06*(0.45+0.06)高*455.23.0*4*(0.4+0.06)高*422.085.8*(1+0.06)高6.156.0*(1+0.06)高6.366.75*(1+0.06)高7.167.6*(0.45+0.06)高*27.75
36、4*1平均高度*2面84*0.240.963*1平均高度*2面63*0.240.7211.2*(1+0.06)11.8711.2*0.242.69314*0.8251.2314*0.2475.361010厚厚- -青青片片石石贴贴面面 平平面面 57.7957.791.26*4*0.24宽*1012.112.24*0.24宽*25.8814.44*0.24宽3.472.76*4*0.24宽*410.626.584*0.12宽*412.765.04*0.24宽2.425.8*0.24宽1.396.03*0.24宽1.456.64*0.24宽*23.199.44*0.24宽*24.53150150
37、厚厚-3:7-3:7灰灰土土34.3534.350.64宽*0.15厚*(1.16*2+1.26*2)长0.460.64宽*0.15厚*(1.26*2+1.26*2)长0.960.64宽*0.15厚*(1.5-0.24)长*4面*104.840.64宽*0.15厚*(1.56*2+1.76*2)长*21.270.64宽*0.15厚*(10.73*2+2.562*2)长*410.210.64宽*0.15厚*(2.26*2+2.46*2)长*21.810.64宽*0.15厚*(2.85+2.4+1.5-0.24*3)长0.580.64宽*0.15厚*(2.96*2+3.16*2)长*22.350.
38、64宽*0.15厚*(3-0.24)长*4面*44.240.64宽*0.15厚*(5.96*2+1.26*2)长1.390.675长*0.64宽*0.15高*3个腿0.190.675长*0.64宽*0.15高*8个腿0.520.675长*0.64宽*0.15高*3个腿*20.394长*0.65宽*0.15高0.393长*0.65宽*0.15高0.2911.2长*0.65宽*0.15高1.090.675长*0.64宽*0.15高*13个腿*43.37150150宽宽*300*300高高*495*495长长- -砼砼条条石石49.849.8(3.55*2长+1.45*2宽)*3个301.65长*4
39、面*3个19.82A6-2A6-钢钢筋筋175.65175.65(1.4*2+1.5*2)*2根*0.263.02(1.5*2+1.5*2)*2根*0.266.24(10.4)*2根*0.26*210.82(13.2)*2根*0.26*213.73(2.85+2.4+1.5)*2根*0.263.51(27.06)*2根*0.26*456.28(6.2*2+1.5*2)*2根*0.268.01(7.6)*2根*0.26*27.91.5*4*2根*0.26*1031.23*4*2根*0.26*424.964*0.26*24.1611.2*0.26*25.823030厚厚1:31:3水水泥泥砂砂浆浆
40、25.8225.82127.48*0.1宽12.7519.8*0.15宽2.9730*0.15宽4.555.97长*0.1宽5.66060厚厚-C15-C15压压顶顶3.723.720.12*0.06*26.584*40.770.24*0.06*1.26*4*100.730.24*0.06*12.24*20.350.24*0.06*14.440.210.24*0.06*2.76*4*40.640.24*0.06*4.840.070.24*0.06*5.040.140.24*0.06*6.030.090.24*0.06*6.64*20.190.24*0.06*9.44*20.274*0.24*0
41、.060.063*0.24*0.060.0411.2*0.24*0.060.16A6200-A6200-钢钢筋筋104.61104.610.12*(27.06)/0.2根数*0.26*416.890.3*(1.5*4)/0.2根数*0.26*1023.40.3*(10.4)/0.2根数*0.26*28.110.3*(13.2)/0.2根数*0.26*210.30.3*(15.4)/0.2根数*0.266.010.3*(3.0*4)/0.2根数*0.26*418.720.3*(5.8)/0.2根数*0.262.260.3*(6)/0.2根数*0.264.680.3*(6.75)/0.2根数*0.
42、262.630.3*(7.6)/0.2根数*0.26*25.930.24*(4/0.2)*0.261.250.24*(3/0.2)*0.260.940.24*(11.2/0.2)*0.263.49MU10-120MU10-120砖砖墙墙4.984.980.12*(0.45-0.06)*26.584同上*44.98MU10-240MU10-240砖砖墙墙84.4584.450.24*(0.4-0.06)*1.26*4*10同上4.110.24*(0.4-0.06)*2.76*4*4同上3.60.24*(0.45-0.06)*12.24同上*22.290.24*(0.45-0.06)*5.04同上
43、0.470.24*(0.45-0.06)*6.64同上*21.240.24*(0.45-0.06)*9.44同上*21.770.24*(1-0.06)*14.44同上3.260.24*(1-0.06)*4.84同上1.090.24*(1-0.06)*6.03同上1.360.24宽*1.26长*(0.94*2+0.49*2)不等高0.864*(0.5+1.5)/2平均高度-0.06)*0.240.93*(0.5+1.5)/2平均高度-0.06)*0.240.6811.2*(1-0.06)*0.242.53314*0.8*0.2460.29MU10MU10砖砖-120-120基基础础4.474.4
44、70.12宽*(0.6-0.15-0.1)高*26.584长*44.47MU10MU10砖砖-240-240基基础础17.4917.490.24宽*(0.6-0.15-0.1)高*1.26长*4*10个4.230.24宽*(0.6-0.15-0.1)高*12.24长*22.060.24宽*(0.6-0.15-0.1)高*14.44长1.210.24宽*(0.6-0.15-0.1)高*2.76长*4*4个3.710.24宽*(0.6-0.15-0.1)高*4.84长0.410.24宽*(0.6-0.15-0.1)高*5.04长0.420.24宽*(0.6-0.15-0.1)高*6.03长0.51
45、0.24宽*(0.6-0.15-0.1)高*6.64长*21.120.24宽*(0.6-0.15-0.1)高*9.44长*21.590.24宽*1.26长*(0.35*2+0.8*2)不等高0.74*(0.6-0.25)*0.240.343*(0.6-0.25)*0.240.2511.2*(0.6-0.25)*0.240.94( (空空白白) )6666112283641610101414300300厚厚-C15-C15砼砼垫垫层层6.146.140.675长*0.44宽*0.3高*3个腿0.270.675长*0.44宽*0.3高*8个腿0.710.675长*0.44宽*0.3高*3个腿*20
46、.530.675长*0.44宽*0.3高*13个腿*44.63零零星星砌砌体体6.266.260.675长*0.24宽*0.56高*30.270.675长*0.24宽*0.56高*80.730.675长*0.24宽*0.56高*3*20.540.675长*0.24宽*0.56高*13*44.72支支墩墩四四周周刷刷防防木木漆漆51.7751.77(0.675+0.24)*2周长*0.410以上高度*3个腿2.25(0.675+0.24)*2周长*0.410以上高度*8个腿6(0.675+0.24)*2周长*0.410以上高度*3个腿*24.5(0.675+0.24)*2周长*0.410以上高度
47、*13个腿*439.02400400厚厚-C10-C10砼砼垫垫层层10.3710.373.6*3.6*0.4*210.37C20C20独独立立基基础础有有梁梁式式12.8612.86(2.8*2.8*0.6+(2.82+1.42+3.13)*0.4/3)*212.86C20C20矩矩形形柱柱1400*14001400*14009.419.411.4*1.4*2.4*29.41C20C20矩矩形形柱柱600*600600*6001.491.490.6*0.6*2.075*21.49C20C20矩矩型型梁梁500*250500*2502.752.750.5*0.25*11*22.75钢钢筋筋-8C14-8C14112.32112.32(12*0.014+0.6+0.4+2.4+2.075+12*0.014)*1.208*8*2112.32钢钢筋筋-A6120-A612013.7313.732.4箍长*0.26*11根*213.73花花架架木木格格条条80*20080*200114.4114.44.4*26114.4坐坐凳凳60*3060*30木木条条181.2181.2(2.1-0.15*3)*46.6(4.05+2.1-0.15*8)*419.8(2.1-0.15*3)*4*213.2(3.2+4.6+3-0.15*13)*4*4141.6