浙江厂房土建工程预算书(含工程量计算)(98页)

'浙江**学院本科毕业论文正文2.预算编制说明浙江**汽车空调有限公司3号厂房工程预算编制说明－、编制范围：本预算编制范围为：浙江**汽车空调有限公司3号厂房土建、室内外装修工程。二、编制依据及说明1．工程概况：工程名称为浙江**汽车空调有限公司３号厂房工程，面积为3336.86平方米，六层框架结构，高度为22.8m。2．按《浙江省建筑工程预算定额（2003）》、《浙江省建设工程施工取费定额（2003）》。采用工料单价法编制。3．施工取费标准：按工程规定的类别的中值计取。并根据有关文件进行修正：土建部分，其中施工组织措施费调整系数0.83，规费扣除工程定额测定费后乘系数0.95。按有关文件规定：意外伤害保险费费率调整为0.21，农民工工伤保险费调整为0.164．建筑材料价格，参照《绍兴市建设工程造价信息（2011.2）》，无信息价则参照市场一般产品价格。5．工程量根据建设单位提供的设计施工图及有关资料，按定额计算规则计取。6．设计室外地坪为-0.300，挖土标高设计室外地坪至槽坑底，土质三类（无湿土）。7．墙体标高0.000以下砖砌体用MU10混凝土实心砖，M7.5水泥砂浆实砌，标高0.000以上砖砌体采用MU10混凝土多孔砖，M5混合砂浆实砌。8．人工挖土桩深度平均取9m，螺旋箍箍筋间距以剖面为准。9．.结施-03：基础梁未标明梁轴线居中，未标明基础梁标高-1.300。10．结施-05：GZ1尺寸250×250，从基础到2.900，混凝土等级为C25。11．所有砌体窗台顶用C25拉梁拉通。12．结施图中混凝土除垫层为C10外，其余混凝土等级均为C25。13．板厚除注明外，均为110mm。14．卫生间、厨房板面低于楼面30mm。15．地面原土地坪以上塘渣回填部分未计入。16．卫生间吊顶高度暂定3.6m（计算墙面瓷砖时用），地面防水涂料采用2mmLJP防水涂料。 浙江**学院本科毕业论文正文17．.檐沟、雨篷底侧面、均按外墙涂料计入。18．柱边门窗垛小于120与柱素混凝土整浇。19．除卫生间外其余房间均做20厚1：2水泥砂浆120高暗踢脚线。20．附属工程、屋面及楼地面找坡砼，其余砼均按泵送商品混凝土考虑。22．补子目按市场价取定。三、根据以上说明，浙江**汽车空调有限公司土建部分工程预算造价为407.03万元。 浙江**学院本科毕业论文正文3.工程费用计算程序表工程费用计算程序表工程名称：浙江**汽车空调有限公司3号厂房序号费用名称费用计算表达式金额一直接工程费∑（分部分项工程量×工料单价）.77　其中1.人工费　.31　2.机械费　28255.52二施工技术措施费∑（措施项目工程量×工料单价）.46　其中3.人工费　.66　4.机械费　79493.47三施工组织措施费∑[（1+2+3+4）×相应费率]13515.031环境保护费（人工费+机械费）×0.12%591.92文明施工费（人工费+机械费）×0.58%2860.843安全防护施工费（人工费+机械费）×0.46%2268.954临时设施费（人工费+机械费）×%05夜间施工增加费（人工费+机械费）×%06二次搬运费（人工费+机械费）×%07缩短工期增加费（人工费+机械费）×%08已完工程及设备保护费（人工费+机械费）×0.04%2071.659检验试验费（人工费+机械费）×1.16%5721.69四综合费用（1+2+3+4）×29.05%五规费（一+二+三+四）×4.14%84724六总承包服务费分包项目工程造价×%0七意外伤害保险费（一+二+三+四+五+六）×0.21%8242.52八农民工工伤保险费（一+二+三+四+五+六）×0.16%6280.01九税金（一+二+三+四+五+六+七+八）×3.32%.4十工程总价一+二+三+四+五+六+七+八+九+单列4,.45 浙江**学院本科毕业论文正文4．建筑工程预算书建筑工程预算书工程名称：浙江**汽车空调有限公司3号厂房序号编号名称单位工程量工料单价(元)合价(元)　土石方工程32032.6411-2换人工综合挖三类土深3m内m31215.6626.3532032.64　桩基础与地基加固工程.2922-80换人工挖桩孔孔深10m内Φ1500mm内m3382.1657.3121901.5932-88换人工挖孔桩砼护壁安设m3152.7671.86.0242-89换人工挖孔桩砼灌芯m3229.46359.1282403.68　砌筑工程.0253-13换混凝土实心砖砖砌筑砖基础水泥砂浆M7.5m354.05230.3212448.863-21换混凝土多孔砖标准砖墙厚1砖及以上m3507.59306.73.0873-23换砌标准砖墙厚1/2砖m35.8219.681274.14　混凝土及钢筋混凝土工程.3284-125换现浇现拌砼基础垫层浇捣现浇现拌混凝土C10（40）m318.72223.514184.1194-125换现浇现拌砼基础垫层浇捣现浇现拌混凝土C15（20）m369.27268.1418574.06104-138换现浇现拌砼板浇捣商品泵送混凝土C25（20）m3293.22314.8292311.52114-199换现浇泵送砼基础浇捣商品泵送混凝土C25（20）m344.01267.6211777.96124-203换现浇泵送砼独立柱浇捣商品泵送混凝土C25（20）m3109.4302.8333129.6134-204换现浇泵送砼构造柱浇捣商品泵送混凝土C25（20）m319.06316.996041.83144-206换现浇泵送砼基础梁浇捣商品泵送混凝土C25（20）m341.21273.0411251.98154-207换现浇泵送砼梁浇捣商品泵送混凝土C25（20）m3286.95279.6880254.18164-208换现浇泵送混凝土圈、过梁、拱形梁浇捣商品泵送混凝土C25（20）m32.66294.71783.93 浙江**学院本科毕业论文正文建筑工程预算书工程名称：浙江**汽车空调有限公司3号厂房序号编号名称单位工程量工料单价(元)合价(元)174-208换现浇泵送混凝土圈、过梁、拱形梁浇捣m33.1281.08871.35184-210换现浇泵送砼板浇捣商品泵送混凝土C25（20）m31.85287.26531.43194-213换现浇泵送砼墙浇捣厚10cm上商品泵送混凝土C25（20）m313.35295.463944.39204-213换现浇泵送砼墙浇捣厚10cm上商品泵送混凝土C25（20）m33.76295.461110.93214-218换现浇泵送砼直形楼梯浇捣商品泵送混凝土C25（20）m2169.5169.7911830.1224-220换现浇泵送砼雨篷浇捣商品泵送混凝土C25（20）m210.829.46318.17234-224换现浇泵送砼小型构件浇捣商品泵送混凝土C25（20）m33.77339.731280.78屋面及防水11118.31247-41换屋面干铺油毡一层m2299.023.27977.8257-50换屋面涂刷JS防水涂料厚1.2mmm2389.5726.0310140.51　附属工程68049.16269-92换砼墙脚护坡m265.6234.742279.64279-100换混凝土台阶m212.12105.371277.08289-107地沟铸铁盖板厚40mm上m2125.78512.7464492.44　楼地面工程.162910-1换水泥砂浆找平层厚20mm水泥砂浆1:2m21.489.5714.163010-12换现浇细石混凝土楼地面厚30mm50现浇现拌混凝土C30（20）m2225.2318.734218.563110-17换大理石楼地面水泥砂浆m22587.0290.58.273210-85换水泥砂浆踢脚线水泥砂浆1:2m292.6320.491897.99 浙江**学院本科毕业论文正文建筑工程预算书工程名称：浙江**汽车空调有限公司3号厂房序号编号名称单位工程量工料单价(元)综合合价(元)3310-105换花岗岩楼梯面(水泥砂浆铺贴)m2300.48198.1859549.133410-116换楼梯踏步平面式铜板防滑条m230.229.56790.93510-136换直形硬木扶手　型钢栏杆m82.4420839.57.15　墙柱面工程91102.453611-7换混凝土墙水泥砂浆抹灰　厚20mm水泥砂浆1:3m2170.6513.752346.443711-11换砖墙、砌块墙面混合砂浆抹灰　厚20mm混合砂浆1:1:4m23229.9111.336497.983811-27换墙面钉(挂)玻璃纤维m2453.334.41994.653911-30换砖柱、混凝土柱、梁水泥砂浆抹灰　厚20mmm2526.2113.467082.794011-56换混凝土檐沟抹水泥砂浆m10.827.79300.134111-95换干粉型粘结剂粘贴墙面面砖(周长在300mm以内)m2589.7149.4629167.064211B-1换水泥砂浆抹底灰砖墙面m21709.98.0213713.4　天棚工程48079.084312-7换现浇砼天棚水泥石灰纸筋砂浆底纸筋灰面现浇m24936.259.7448079.08　门窗工程50405.254413-77换铝合金推拉窗安装m2247.23203.8850405.25　油漆、涂料、裱糊工程14649.494514-165换刷乳胶漆二遍m21067.889.339963.324614-167换刷涂料二遍m21709.92.734668.034714-178换阳台、雨篷、窗间墙、隔板等抹灰面刷白水泥浆二遍m210.81.6818.14　08节能补充定额319.3建筑工程预算书 浙江**学院本科毕业论文正文序号编号名称单位工程量综合单价(元)综合合价(元)48J2-27换无机轻集料保温砂浆20mm厚m211.9626.71319.45　补充分部.15　49补子目11：6水泥煤渣找坡m225.6150384050补子目2卫生间防滑耐磨缸砖m2139.4122030670.251补子目3幕墙m2416.01425.2552补子目4实木门m282.1730024651534-393现浇构件圆钢t2.449884620.911320.65544-394现浇构件螺纹钢t12.882014384.1856477.05　　合计　　.77 浙江**学院本科毕业论文正文5.建筑工程预算书（技术措施费）建筑工程预算书工程名称:浙江**汽车空调有限公司3号厂房序号定额编号名称单位数量单价合价1　砼、钢筋砼模板及支架项1.11.11　4-1换现浇砼基础垫层模板m2121.4319.272339.96　4-7换现浇砼独立基础复合木模m287.5818.671635.12　4-28换现浇砼基础梁复合木模m2263.7423.786271.74　4-22换现浇砼矩形柱复合木模m2127.1322.082807.03　4-26换现浇砼柱支模超高每增1m增加费m228.411.2535.51　4-22换现浇砼矩形柱复合木模m2199.0922.084395.91　4-22换现浇砼矩形柱复合木模m2551.8222.0812184.19　4-26换现浇砼柱支模超高每增1m增加费m2280.161.25350.2　4-24换现浇砼异形、圆形柱复合木模m292.1330.512810.89　4-31换现浇砼矩形梁复合木模m22236.1928.1162859.3　4-38换现浇砼梁支模超高每增1m增加费m2423.022.14905.26　4-31换现浇砼矩形梁复合木模m2616.7328.1117336.28　4-38换现浇砼梁支模超高每增1m增加费m2123.262.14263.78　4-36换现浇砼直形圈过梁复合木模m230.0120.14604.4　4-40换现浇砼板复合木模m22357.4920.7148823.62　4-47换现浇砼板支模超高每增1m增加费m2474.841.98940.18　4-63换现浇砼檐沟、挑檐模板m295.0923.772260.29　4-36换现浇砼直形圈过梁复合木模m219.3620.14389.91　4-58换现浇砼直形楼梯模板m2169.5172.0912219.98　4-60换现浇砼悬挑阳台、雨篷模板m210.843.2466.562　脚手架项159690.7359690.73　16-7换综合脚手架檐高30m内层高6m内m23336.8616.7655925.77 浙江**学院本科毕业论文正文建筑工程预算书序号定额编号名称单位数量单价合价　16-37换满堂脚手架基本层3.6m～5.2mm2789.34.773764.963　垂直运输机械项163444.6363444.63　17-4换建筑物垂直运输檐高30m内m23336.8618.7262466.02　17-22换层高超3.6m每增1m垂直运输20m内m2741.371.32978.614　大型机械设备进出场及安、拆项110285.9910285.991001塔式起重机固定式基础(带配重)费用座13904.383904.3810012001塔式起重机安装拆卸费用60kN·m以内台次16381.616381.612001　　合计.46 浙江**学院本科毕业论文正文8.工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　建筑面积平米　　　一层平米　　二层平米　　（44.10+0.24）×（5.50×2+1.80+0.24）+4.40×（1.50+2.10+3.60+0.24）610.93　　　　　　　　　　　　　　土方工程立米　　1-2人工综合挖三类土深3m内m31215.66　　ct1　　((1.8+0.33×1.9+0.6)×(1.8+0.33×1.9+0.6)×1.9+0.33×0.33×2.4×2.4×2.4/3)×589.55　ct1A　　(1.8+0.33×2.4+0.6)×(1.8+0.33×2.4+0.6)×2.4+0.33×0.33×2.4×2.4×2.4/324.96　ct2　　((1.6+0.33×1.9+0.6)×(1.6+0.33×1.9+0.6)×1.9+0.33×0.33×1.9×1.9×1.9/3)×7108.04　ct3　　((1.4+0.33×1.9+0.6)×(1.4+0.33×1.9+0.6)×1.9+0.33×0.33×1.9×1.9×1.9/3)×10133.61　ct3A　　((1.4+0.33×2.4+0.6)×(1.4+0.33×2.4+0.6)×2.4+0.33×0.33×1.9×1.9×1.9/3)×356.87　ct4　　((1.4+0.33×1.9+0.6)×(1.4+0.33×2.4+0.6)×1.9+0.33×0.33×1.9×1.9×1.9/3)×570.92　地梁　　　　300*600（-1.3）　　(0.5+0.33×1.85+0.6)×1.85×197.4624.66　300*600（-1.5）　　(0.5+0.6+0.33×2.05)×2.05×11.9643.56 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　250*500（-1.5）　　(1.1+0.33×1.95)×1.95×6.1220.81　300*500（-1.3）　　(1.1+0.33×1.75)×1.75×10.7231.47　300*500（-0.65）　　(0.3+0.6)×1.10.99　电梯井　　　　　　2.35×2.35×1.8510.22　打桩工程　　　2-80人工挖桩孔孔深10m内Φ1500mm内m3382.16　　zh1　　3.14/4×1.475×1.475×(1.7+9)×591.37　zh1A　　3.14/4×1.475×1.475×(2.2+9)19.13　zh2　　3.14/4×1.275×1.275×10.7×795.58　zh3　　3.14/4×1.075×1.075×10.7×1097.07　zh3A　　3.14/4×1.075×1.075×11.2×330.48　zh4　　3.14/4×1.075×1.075×10.7×548.532-88人工挖孔桩砼护壁安设m3152.7　　　　　382.16-229.46152.7　2-89灌注桩芯混凝土立米229.46　　zh1　　3.14/4×1.2×1.2×10.7×560.48 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　zh1A　　3.14/4×1.2×1.2×11.212.66　zh2　　3.14/4×1×10.7×758.8　zh3　　3.14/4×0.8×0.8×10.7×1053.76　zh3A　　3.14/4×0.8×0.8×11.2×316.88　ZH4　　3.14/4×0.8×0.8×10.7×526.88　砌筑工程　　　　3-13换标准砖砌筑砖基础m354.05　　　标高-1.3至-1立米　(10.45+5.425+11.625+7.525+25.85+22.85+17.7+9.65+10.15)×0.3×0.248.73　标高-1.5至0　　(5.5+2.6+2.6+2.6)×1.5×0.244.79　标高-1至0　　(13+7.26+6.823+14.4+10.16+33.4+29+26.05+12.76+13)×1×0.2439.8　标高-0.5至0　　6.12×0.5×0.240.73　　　　　　　　　　　　　外墙平米1876.25　　　一层　　26.85×(4.15-0.55)+12.05×3.6+11.775×3.6+6.67×(4.15-0.5)+13.725×3.6+6.875×3.4+4.875×3.6+30.85×3.6408.17　二层　　12.05×3.05+26.85×3.05+30.85×3.05+11.75×2.85+13.725×3.05+6.67×3.05+3×2.95+8.775×3.05344.04　三层　　12.05×3.05+26.85×3.05+30.85×3.05+4.975×3.05+6.975×2.85+11.8×3.05+3.575×3.1×2+5.057×3.1+7.4×3.05344.19 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　四层　　344.19344.19　五层　　19.325×3.05+12.125×3.05+30.85×3.05+4.975×3.05+6.975×2.85+7.1+2.95+24.15×3.05308.78　顶层　　3.475×3.15+4.35×3.15+5.15×3.15+7.9×3.15+1.875×3.15+6.8×3.1593.08　山墙　　13×2×1.333.8　外墙面积小计平米1272.211876.25-(18+530.57)-55.4711272.21　　　　　　　内墙平米841.47　　　一层　　4.975×3.6+1.625×3.4+2.75×(4.15-0.4)+5.025×3.65+6.65×3.5+(2.95+7)×3.6+6.825×3.4+5.25×4.04+5.1×3.6+2.35×3.65+3.35+3.65+11.675×3.4229.23　二层　　2.75×3.2+4.975×3.05+1.625×2.85+5.75×3.05+6.65×2.95+2.35×3.1+4.975×2.95+2.9×3.25+2.35×3.05+4.75×3.05+1.6×2.85+4.875×3.05+1.625×2.85142.86　三层　　2.75×3.2+5.025×3.05+1.675×2.85+3.35×3.05+4.5×2.95+4.275×3.05+2.35×3.1+5.025×2.95+2.9×3.25+2.35×3.05+4.85×3.05+7×3.1+4.975×3.05+1.625×2.85160.43　四层　　2.75×3.2+5.025×3.05+1.675×2.85+3.35×3.05+4.5×2.95+4.275×3.05+2.35×3.1+5.025×2.95+2.9×3.25+2.35×3.05+4.85×3.05+7×3.1+5.025×3.05+1.675×2.85160.73　五层　　3.35×3.05+4.5×2.95+4.275×3.05+2.35×3.1+5.025×2.95+2.9×3.2+2.35×3.05+4.85×3.05+7×3.1+5.025×3.05+1.675×2.85131.68　顶层　　5.25×3.1516.54　内墙面积小计平米767.01841.47-46.32-28.14767.01 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　女儿墙平米131.27　　　标高18.6　　(3+7.5)×2×0.449.24　标高22.3　　(8.6+7.5)×2×0.4414.17　标高15　　(13+5.5+7.7+4×2+5.657)×1.143.84　标高18.6　　(33.4+10.4+14.4)×1.164.02　C6，7，8窗洞平米55.47　　　　　　(4×2+5.657-0.25-0.4×2)×2.2×255.473-21砌标准砖墙厚1砖m3507.59　　　　　　(1272.21+767.01+131.27)×0.24-1.33-8.9-1.07-2.03507.59　1/2砖平米66.2　　　一层　　2.65×4.0410.71　二层　　4.655×3.114.43　三至五层　　4.415×3.1×341.063-23砌标准砖墙厚1/2砖m35.8　　　　　　(66.2-17.85)×0.125.8　M7.5水泥砂浆砖基立米54.05　　　标高-1.3至-1　　(10.45+5.425+11.625+7.525+25.85+22.85+17.7+9.65+10.15)×0.3×0.248.73　标高-1.5至0　　(5.5+2.6+2.6+2.6)×1.5×0.244.79 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　混凝土及钢筋混凝土工程　　4-203换C25混凝土柱立米109.4　　结施-05kz1　(1+4.15)×0.4×0.4×21.65　kz2,3　5.15×0.4×0.4×75.77　kz4,5　5.15×0.5×0.5×67.73　kz6　(1.5+4.15)×0.4×0.4×21.81　kz7　5.14×0.4×0.51.03　kz8（圆柱）　3.14/4×0.6×0.6×5.151.46　kz9　(1.5+4.15)×0.5×0.51.41　kz10,13,15,16,17　5.15×0.4×0.5×77.21　kz11（圆柱）　3.14/4×0.4×0.4×5.15×21.29　kz12,14　5.15×0.5×0.5×22.58　结施-06kz1,2,3　3.6×0.4×0.4×95.18　kz4,5　3.6×0.5×0.5×65.4　kz6　3.6×0.4×0.4×21.15　kz7　3.6×0.4×0.50.72　kz8（圆柱）　3.6×3.14/4×0.6×0.61.02　kz9　3.6×0.5×0.40.72 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　kz10,13,15,16,17　3.6×0.5×0.4×75.04　kz12,14　3.6×0.5×0.5×21.8　kz11（圆柱）　3.14/4×0.4×0.4×3.60.45　结施-07,08kz1,2,3,4,5　3.6×0.4×0.4×15×217.28　kz6,7,9,10,13,15,17　3.6×0.4×0.4×10×211.52　kz8（圆柱）　3.14/4×0.6×0.6×3.6×22.03　kz11（圆柱）　3.14/4×0.4×0.4×3.6×2×21.81　kz12,14　(3.6×0.4×0.4+3.6×0.5×0.5)×22.95　kz16　3.6×0.4×0.5×21.44　结施-09kz1,2A-B　3.6×0.35×0.35×41.76　kz1,2,4,6,8,,9,10,12,13,14,15,17　3.6×0.4×0.4×1910.94　kz16　3.6×0.4×0.50.72　顶层kz6,9,10,12　3.7×0.35×0.35×62.72　结施-20LZ1　(1.3+4.15)×0.3×0.25×20.82　LZ1　(1.3+2.35)×0.3×0.25×2+3.6×0.3×0.25×21.09　LZ2　1.8×0.25×0.25×4×20.94-204换C25构造柱立米19.06　　建施-02外墙处　(1.3+4.15)×0.24×0.24×92.83 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　内墙处　(1.3+4.15)×0.24×0.27×20.71　电梯井边　4.15×0.31×0.28×20.72　建施-03窗间　3.6×0.24×0.25×91.94　B,H轴　3.6×0.28×0.24×20.48　电梯井边　3.6×(0.28×0.28+0.31×0.28)0.59　建施-04窗间　3.6×0.24×0.25×122.59　内墙　3.6×0.25×0.25×40.9　　　3.6×(0.31×0.28×3+0.28×0.28×2+0.28×0.25)×23.51　建施-05窗间　3.6×0.24×0.25×40.86　内墙　3.6×(0.28×0.28×5+0.28×0.31×3+0.28×0.25)2.6　女儿墙　0.24×0.24×21×1.11.334-207换C25混凝土梁立米286.95　　结施-10kl1　0.25×0.55×26.13.59　kl2　(14.475×0.55+7×0.75+4.975×0.65)×0.254.11　kl3　4.85×0.25×0.550.67　kl4　(6.825×0.75+19.175×0.55)×0.25-0.125×0.4×0.553.89　kl5　(6.875×0.75+4.85×0.55)×0.251.96　kl6　(6.725×0.75+4.85×0.55)×0.251.93 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　kl7　(6.625×0.75+4.875×0.55)×0.251.91　kl8　11.8×0.25×0.551.62　kl9　(4.975×0.55+6.5×0.75)×0.251.9　kl10　(4.975×0.55+6.875×0.75)×0.251.97　kl11　6.448×0.25×0.50.81　kl12　((4.975+19.325)×0.55+6.95×0.75)×0.25-0.65×0.125×0.554.6　kl13　(4.975×0.5+(4.45+13.3)×0.65+(5.475+2.15)×0.55)×0.254.55　kl14　29.85×0.25×0.554.1　ll2　(2.75×0.24+18.75×0.55)×0.252.74　ll3　2.65×0.25×0.350.23　ll4　12.25×0.25×0.5×23.06　ll5　12.25×0.25×0.5×23.06　ll6　18×0.25×0.52.25　ll7　(12.75×0.55+13.4×0.65)×0.253.93　ll8　12.25×0.25×0.51.53　ll9　5.5×0.25×0.50.69　结施-11kl1　26.1×0.25×0.553.59　kl2　(14.475×0.55+7×0.75+4.975×0.65)×0.254.11 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　kl3　4.85×0.25×0.550.67　kl15　((8.725+4.75)×0.55+5.7×0.65+6.575×0.75)×0.25-0.4×0.125×0.553.98　kl18　(6.625×0.75+4.875×0.55)×0.251.91　kl6　(6.75×0.75+4.875×0.55)×0.251.94　kl7　(6.875×0.75+4.875×0.55)×0.251.96　kl8　11.8×0.25×0.551.62　kl9　(4.975×0.55+6.5×0.75)×0.251.9　kl10　(4.975×0.5+6.875×0.75)×0.251.91　kl23　(4.975×0.5+6.95×0.75+19.325×0.55)×0.25-0.65×0.55×0.1254.54　kl24　(4.975×0.5+(4.45+13.375)×0.75+7.65×0.55)×0.255.02　kl25　29.85×0.25×0.554.1　kl19,20　3.675×0.25×0.5×20.92　kl16,17,21,22　(7.675+5.275+7.425+6.199)×0.25×0.553.65　ll2　(2.75×0.4+18.75×0.55)×0.252.85　ll3　2.65×0.35×0.250.23　ll4,5,6,8　(12.25×4+18+12.25)×0.25×0.59.91　ll10　7×0.25×0.50.88　ll11　(13.4×0.65+12.75×0.55)×0.253.93 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　结施-12kl1　26.1×0.25×0.553.59　kl2　(5.025×0.65+7.1×0.75+14.725×0.55)×0.254.17　kl3　4.85×0.25×0.550.67　kl15　((8.775+4.85)×0.55+6×0.65+6.925×0.75)×0.25-0.4×0.55×0.1254.12　kl18　(6.975×0.75+4.975×0.55)×0.251.99　kl27　(6.85×0.75+4.975×0.55)×0.251.97　kl28　(6.975×0.75+4.975×0.55)×0.251.99　kl8　11.8×0.25×0.551.62　kl9　(5.025×0.55+6.65×0.75)×0.251.94　kl29　(5.025×0.5+7.025×0.75)×0.251.95　kl23　(5.025×0.5+7×0.75+19.175×0.55)×0.25-0.4×0.55×0.1254.55　kl24　(5.025×0.5+(4.5+13.375)×0.65+7.5×0.55)×0.254.56　kl25　29.6×0.65×0.254.81　kl17,19,20,26,30　(5.257+3.675×2+7.675+7.425)×0.25×0.53.46　ll2　(2.75×0.4+18.75×0.55)×0.252.85　ll3　2.65×0.25×0.350.23　ll10　7×0.25×0.50.88　ll4,5,6,8　(12.25×4+18+12.25)×0.25×0.59.91 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　ll11　(12.75×0.55+13.4×0.65)×0.253.93　结施-13wkl35　11.8×0.25×0.551.62　wkl36　(5.025×0.5+7.025×0.75)×0.251.95　wkl38　(5.025×0.5+7.025×0.75)×0.251.95　wkl39　(5.025×0.5+7×0.75+19.175×0.55)×0.25-0.4×0.55×0.1254.55　wkl24　(5.025×0.5+(4.5+13.525)×0.65+7.55×0.55)×0.254.6　wkl25　29.6×0.25×0.554.07　kl31　26.1×0.25×0.553.59　kl2　(14.725×0.55+7.1×0.75+5.025×0.65)×0.254.17　kl3　4.85×0.25×0.550.67　wkl32　((8.775+4.85)×0.55+6×0.65+6.925×0.75)×0.25-0.4×0.125×0.554.12　kl18　(6.775×0.75+5.025×0.55)×0.251.96　kl27　(6.9×0.75+5.025×0.55)×0.251.98　kl28　(6.975×0.75+4.975×0.55)×0.251.99　wkl26,30,34,37,33　(7.675+7.425+3.675×2+5.257)×0.25×0.53.46　ll13,15　(12+14.75)×0.25×0.42.68　ll14　(2.75×0.4+19.75×0.55)×0.252.99　ll3　2.65×0.25×0.350.23 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　ll16,17,6,8　　(12.25×2+18+12.25)×0.25×0.56.84　ll11　　(12.75×0.55+13.65×0.65)×0.253.97　结施-14wkl40,41　　(11.875+2.575)×0.25×0.551.99　wkl42　　(7.1×0.75+5.025×0.65)×0.252.15　wkl43　　5.1×0.25×0.550.7　wkl44　　(7.025×0.75+4.85×0.55)×0.251.98　wkl45　　(6.775×0.75+5.025×0.55)×0.251.96　wkl46　　(7.025×0.75+5.025×0.55)×0.252.01　wkl47　　(6.975×0.75+4.975×0.55)×0.251.99　wkl48,49　　6.8×0.55×0.250.94　wkl55　　2.6×0.25×0.40.26　wkl50　　((5.025+19.125)×0.55+7.1×0.65)×0.254.47　wkl24　　(5.025×0.5+(4.5+13.525)×0.65++7.55×0.55)×0.254.6　wkl51　　29.6×0.25×0.554.07　ll18　　2.75×0.25×0.550.38　ll19　　6.5×0.25×0.550.89　ll20　　2.65×0.25×0.40.27　ll21　　7×0.25×0.50.88 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　ll22　　12×0.25×0.5×23　ll23　　32.15×0.25×0.43.22　ll6　　18.25×0.25×0.552.51　ll11　　(13×0.55+13.9×0.65)×0.254.05　ll8　　12.25×0.25×0.51.53　ll24,25　　(9.9+13.9)×0.25×0.42.38　标高22.25wkl52　　5.15×0.25×0.550.71　wkl53　　6.875×0.25×0.550.95　wkl54　　7.85×0.25×0.55×22.16　ll26　　5.25×0.25×0.50.66　ll27　　2.35×0.25×0.350.21　ll28　　5.75×0.25×0.550.79　4-224C20卫生间墙槛立米3.77　　一层卫生间底墙槛　　(7.8+2.5+2.35+1.6+3.35+1.95)×0.24×0.150.7　二至五层墙槛　　(6.45+5.025+2.775+2.35×2+2.4)×0.24×0.15×43.074-208换C25电梯井圈梁立米2.66　　　　　((2.35×3+2.15)×2+(2.35×3+2.2)×3)×0.24×0.242.664-213C25电梯井立米15.2　 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　底板　　2.3×2.3×0.351.85　井壁　　(2.175×2+2.35+2.15)×1.5+0.225×0.15×2.1513.354-208换门窗过梁平米3.1　　门窗过梁　　1.07+2.033.14-206换C25地基梁立米41.21　　300*600（-1.3）　　0.3×0.6×197.435.53　300*600（-1.5）　　0.3×0.6×11.962.15　250*500（-1.5）　　0.3×0.6×6.121.1　300*500（-1.3）　　0.3×0.6×10.721.93　300*500（-0.65）　　0.3×0.6×2.760.54-199换C25承台混凝土立米44.01　　ct1　　1.6×1.6×0.8×510.24　ct1A　　1.6×1.6×0.82.05　ct2　　1.4×1.4×0.8×710.98　ct3　　1.2×1.2×0.8×1011.52　ct3A　　1.2×1.2×0.8×33.46　ct4　　1.2×1.2×0.8×55.764-210换C25混凝土板立米293.22　 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　结施-15(A-1/B)(1-5)　(2.75×7+3×12.25)×0.126.72　(1/B-1/D)(1-5)　12×12.25×0.1116.17　(1/D-F)(1-2)　4×5.25×0.122.52　(1/D-F)(2-5)　3.75×7×0.112.89　(F-H)(1-5)　(5×5.25+5×2.35+2.65×4.4+2.35×4.65)×0.116.66　(1/C-F)(5-6)　(3×5.75/2+6.75×5.75)×0.115.22　(D-H))(6-7)　6.7×12.25×0.119.03　(D-H)(7-8)　6.7×12.25×0.129.85　结施-16,17(A-1/B)(1-5)　(3×5.25+7×5.75)×0.12×213.44　(1/B-1/D)(1-5)　12×12.25×0.11×232.34　(1/D-F)(1-5)　(4×5.25×0.12+3.75×7×0.11)×210.82　(F-H)(1-5)　(5×5.25+4.65×2.35+4.4×2.65+2.65×2.35)×0.11×212.11　(1/B-D)(5-1/6)　(3.75×7.5+3.75×3.75+3.75×3.75/2)×0.11×210.83　(D-H))(5-6)　(5.75×5+2.15×7+3.35×1.75)×0.11×210.93　(D-H)(6-8)　(6.7×12.25×0.11+6.7×12.25×0.12)×237.75　节点1　(4×2+6)×(0.295+0.145×2)×0.120.98　结施-18(A-D)(1-5)　(12×4.5+14.75×6.25)×0.12+(12+14.75)×0.5×0.118.88　(1/B-D)(5-1/6)　(3.75×3.75×3+3.75×3.75/2)×0.125.91 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　(D-H)(1-6)　　5.25×4×0.12+(5.25×8+7×6.75+2.35×4.65+2.65×6.75)×0.1115.51　(D-H)(5-6)　　(5×5.75+1.75×5.5+2.15×5.25)×0.115.46　(D-H)(6-8)　　(6.7×12.25)×(0.11+0.12)18.88　结施-19(A-B)(1-3)　　7×2.75×0.112.12　(1/D-1/G)(1-2)　　5.25×4×0.12+5.25×6.5×0.116.27　(1/D-1/G)(2-6)　　(6×7+2.35×4.65+1.9×4.4+2.35×5+1.75×5.5+2.15×5.25)×0.1110.33　(1/D-1/G)(6-8)　　10.75×6.7×2×0.1115.85　标高22.25(E-H)(4-6)　　(1.75×5.75+2.35×5+5.5×5.25+7.85×0.2)×0.115.754-218换楼梯工程量平米169.51　　1#楼梯　　2.76×4.875+2.76×5.125×355.89　2#楼梯　　5.76×5.26×2+3.36×5.26×3113.624-220换C25混凝土雨篷平米10.8　　雨篷1（厚度120）　　2.25×1.5×26.75　雨篷2（厚度160）　　2.25×0.9×24.054-223换檐沟立米5.14　　　　　(12.76+3.14+9.65+13.4+31.4+23.05)×0.5×0.115.144-224换C25压顶立米6.42　　梯　　(3+7.5)×2×0.3×0.060.38 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　机房　　(8.6+7.5)×2×0.3×0.060.58　标高14.970　　(12.6+7.7+33.16+24.15)×(0.24×0.2+0.06×0.06)4　标高18.570　　2.76×2×(0.6×0.24+0.06×0.06)0.81　标高22.270　　(9.5+8.6)×2×0.06×0.30.654-197B现浇商品(非泵送)砼基础垫层浇捣m318.72　　承台CT1　　1.8×1.8×0.1×61.94　CT2　　1.6×1.6×0.1×71.79　CT3　　1.4×1.4×0.1×132.55　CT4　　1.4×1.4×0.1×50.98　基础梁300*600（-1.3）　　197.4×0.5×0.19.87　300*600（-1.5）　　11.96×0.5×0.10.6　250*500（-1.5）　　6.12×0.5×0.10.31　300*500（-1.3）　　10.72×0.5×0.10.54　300*500（-0.65）　　2.76×0.5×0.10.144-125换C10地面素混凝土垫层立米69.27　　卫生间　　19.28×0.071.35　其他　　566.01×0.1267.92　底层隔墙立米3.76　 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　　　　(5.26+3.6+2.21)×(0.45+1.25)/2×0.43.76　屋面及防水工程　　　补子目11：6水泥煤渣找坡立米25.6　　上人屋面　　164.34×(0.02+0.0588)+60.89×0.10319.22　不上人屋面　　17.28×0.0825+56.51×0.08766.3810-1换20厚1：2水泥砂浆找平立米5.98　　上人屋面　　(164.34+60.89)×0.024.5　不上人屋面　　(17.28+56.61)×0.021.4810-12换　50厚C30细石混凝土随捣随抹立米11.26　　上人屋面　　225.23×0.0511.2610-1换20厚1：2水泥砂浆抹平立米1.48　　不上人屋面　　73.79×0.021.487-41　屋面油毡一层平米299.02　　　　　299.02299.02　7-50LTP防水涂料平米389.57　　屋面　　299.02299.02　檐沟（15.0）　　(12.76+7.7)×(0.4+0.5+0.6)+8.06×(0.3×2+0.5)39.56　标高18.6　　2.76×2×(0.1+0.5+0.5)+7.26×2×0.513.33 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　标高2.3　　8.36×(0.4+0.5+0.9)+(7.26×2+8.36)×0.526.49　雨篷　　4.05+6.75+(0.9×2+2.25+1.5×2+2.25)×2×0.0211.17　保温隔热工程　　　J2-27BWM保温隔热砂浆立米11.96　　　　　299.02×0.0411.96　附属工程　　　9-92砼墙脚护坡m265.62　　　　　(13.24+29.24+33.64+13.24+11+6+5×0.6)×0.665.629-100混凝土台阶m212.12　　　　　2.25×1.5×2+5.657×0.9512.129-107地沟铸铁盖板厚40mm上m2125.78　　建施-05　　30.69+8.8739.56　建施-06　　(33.16+24.32)×(0.4+0.5+0.6)86.22　楼地面工程　　　10-17大理石楼地面湿铺水泥砂浆m22587.02　　一层　　15.78+258.518+38.188+13.53+6.278+6.264+7.691+(10.31+16.25)×5.76/2+180.68603.42　二层　　15.78+20.26×12.76+28.93+9.063+10+11+(5.26+8.51)×6.24/2+180.68556.93　三-四层　　(15.78+24.738+154.381+9.063+10+11+11.362+16.826+20.66+64-8+180.68)×21020.98 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　五层　　67.118+71.874+20.198+180.68+9.063+10+11+11.362381.3　顶层　　24.3924.3910-105花岗岩楼梯面(水泥砂浆铺贴)m2300.48　　一层楼梯、门厅　　20.04+6.495×5.76+47.93105.38　二层　　20.04+5.76×7.2561.8　三-四层　　(20.04+3.36×7.26)×288.87　五层　　20.04+3.36×7.2644.43补子目2卫生间防滑耐磨缸砖平米139.41　　　　　6.278+4.77+7.426+(9.06+9.96+10.95)×4+1.06139.4110-85换踢脚线平米92.63　　1：2水泥砂浆　　771.885×0.1292.6310-116楼梯踏步铜板防滑条m230.2　　1#　　12+10×782　2#　　1.3×(14+10×10)148.210-136楼梯栏杆米82.44　　1#　　3.05×8×1.15+1.4629.52　2#　　(3.92+3.18×10)×1.15+1.7642.84　H轴　　3.36×310.08 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量4-125换C20地面素混凝土垫层立米　　卫生间　　　其他　　　墙柱面工程　　　外墙面积平米1709.9　　一、二层　(13×2+29+33.4+14.4+6.823+12.25)×(4.2+3.6)950.61　三、四层　(13×2+29+33.4+12.1+7.7)×3.6×2779.04　五层　(7.5+3)×2×3.6+(13+33.4)×2×3.6409.68　机房　(8.6+7.5)×2×3.7119.14　减门窗　-548.57-548.57　内墙面积平米1010.18　　一层　(7.26+12.76+2.36+3.6+5.26×2+16.01+12.76)×4.2274.13　二层　(7.26+3+7.5+2.6+5.26×2+7.5×2+5.76)×3.6185.9　三四层　(7.26+3+13.74+2.6+5.26×3+7.26×2)×3.6×2409.68　五层　(13.74+2.6+5.26×3+7.26×2)×3.6167.9　机房　7.26×3.726.86　C6，7，8窗间墙　12.607×0.8×220.17　减门窗　-(46.32+28.14)-74.46 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　1/2墙面积平米58.53　　一层　2.21×4.29.28　二-五层　4.66×3.6×467.1　减门窗　-17.85-17.85　女儿墙面积平米170.65　　　　131.271×1.3170.6511-7换外墙1：1：3水泥砂浆底面平米1709.9　　　　1709.9×170.65.4414-167外墙涂料平米1709.9　　　　1709.91709.911-7换内墙1：1：4混合砂浆底面平米3229.91　　外墙内面　1709.91709.9　内墙双面　(1010.18+58.53)×22137.42　减磁砖裙墙　-588.94-588.94　减电梯井　-171.37-171.37　柱并入内墙粉　142.90142.911-27耐碱玻璃网布聚合物平米453.33　　柱　(15×31+3.6×27+3.7×16)×0.3186.42 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　梁一至四层　((26.1+29.85+11.5+11.8)×7+29.25×4)×0.3201.53　五层　(14.45+6.8+2.75+30.6+11.95+29.6)×2×0.357.69　顶层　(7.85+5.15+6.875+5.75)×0.37.69　14-178雨篷粉刷平米10.8　　　　6.75+4.0510.8　11-56沿沟粉刷米101.8　　　　3×2+33.4×2+16+13101.8　14-178C6，7，8窗台平米40.34　　　　12.607×(0.84+0.64×2+0.54×2)40.3411-11换腰线抹灰平米316.49　　山墙　33.8-10.75×0.936×2/223.74　女儿墙内面　170.65170.65　压顶　((3+7.5+8.6+7.5)×2+121.232)×0.7122.1　11-30混凝土方柱抹灰平米155.4　　　　155.40155.4　11-30混凝土圆柱平米56.55　　　　56.5556.55　11-30混凝土梁抹灰平米314.26　 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　一层　6.613+2.89+2.96+7.59+27.63847.69　二、三层　(5.369+0.644+2.188+1.25+2.906+1.25+2.869+4.356+5.99+7.56+34.139)×2137.04　四层　68.52+13.37581.9　五层　1.775+0.656+1.756+1.275+3.01+0.65+4.637+33.87547.63　11-95卫生间白磁砖到顶平米589.71　　一层　((2.36+2.66)×2+(2.16+2.45×2)+(3.36+2.21)×2)×(4.2-0.11)115.5　减门窗　-(0.8×2.1×4+1.2×2.1+1.2×0.6+1.5×0.6)-10.86　二至五层　(3.26+2.78×2+3.76+2.36+4.66)×2×(3.6-0.11)×4547.23　减门窗　-(0.8×2.1×4+1.8×2.1+1.2×2.1×2)×4-62.16　天棚工程　　12-7　天棚抹灰平米4936.25　　天棚　2587.022587.02　门厅顶　47.3947.39　梁侧并入天棚抹灰　1981.471981.47　楼梯底　169.51×1.89320.37　门窗工程　　　13-77　铝合金推拉窗安装平米　　247.23 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　脚手架工程　　　16-7综合脚手架平米3336.86　　　　3336.8583336.86　16-37满堂脚手架平米789.3　　一层　12.76×(28.76+20.16+0.5×3.25×5.65)741.37　门厅　8.08×8.08-(4×4+5.76×3.25)×0.547.93　油漆工程　　　14-165白色乳胶漆二度平米1067.68　　内墙面　1010.181010.18　沿沟、雨篷底　10.8+(12.76+3.14+9.65+13.4+31.4+23.05)×0.557.5　垂直运输工程　　　17-3建筑物垂直运输平米　　　　3336.863336.86　17-22建筑物垂直运输每增1米平米741.37　　　　12.76×(28.76+20.16+0.5×3.25×5.65)741.37　模板工程　　　4-1基础垫层模板工程量平米121.43　　　　(18.72+69.27)×1.38121.43 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　4-7桩承台模板平米87.58　　　　1.99×44.0187.58　4-28基础梁模板平米263.74　　　　41.21×6.4263.74　4-22构造柱模板平米127.13　　　　19.06×6.67127.13　4-26柱支模超高每增加1m平米28.41　　　　4.26×6.6728.41　4-22矩形柱模板（周长1.8m内）平米199.09　　　　20.07×9.92199.09　4-22矩形柱模板（周长1.8m上）平米551.82　　　　81.27×6.79551.82　4-26柱支模超高每增1m平米280.16　　　　20.22×9.92200.58　　　11.72×6.7979.58　4-24圆形柱模板平米92.13　　　　8.06×11.4392.13　4-31框架矩形梁（0.6m内）模板平米2236.69　 浙江**学院本科毕业论文正文工程量计算表项目编码工程名称/计算部位单位总量计算表达式数量　　　210.81×10.612236.69　4-38梁支模超高每增加1m平米423.02　　　　39.87×10.61423.02　4-31框架矩形梁（0.6m上）模板平米616.73　　　　76.14×8.1616.73　4-38梁支模超高每增加1m平米123.36　　　　15.23×8.1123.36　4-36过梁模板平米30.01　　　　3.1×9.6830.01　4-40板模板10cm上平米2357.49　　　　293.22×8.042357.49　4-47板支模超高每增加1m平米474.84　　　　59.06×8.04474.84　4-60雨篷模板平米10.8　　　　10.810.8　4-63檐沟模板平米95.095.14×18.595.09　4-36圈梁模板平米19.362.66×7.2819.36　4-58楼梯模板平米169.51169.51169.51 浙江**学院本科毕业论文正文9.钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1G-3,4d=800ф149.736034924222.952ф144.8108518.4626.913d=1000ф149.91541524.61843.734ф145.6642237.72287.485d=1200ф1410.2515615991933.706ф146.4536232.2280.807电梯井底板ф123.436122.4108.758ф122.836100.889.569ф101.237288.5654.6410竖向ф102.04152310.08191.3211水平ф101.888158.497.7312垫层ф101.7711.97.3413支撑ф100.68450.431.1014支撑Ф60.31352109.1224.2415牛腿Ф80.661811.884.6916ф102.612.61.6017ф182.7616.232.3918ф122.625.24.6219ф101.082324.8415.3320ф122.11531.527.9921Ф62.6820.84.6222Ф60.51681.7823Ф85.415.42.1324ф120.36124.323.8425JCL1,2ф2014.7212176.64435.9526ф1814.64687.84175.6027ф1214.2685.275.7028JCL3，4，5ф1837.2612447.12893.8329ф2037.586225.48556.4830ф1236.16216.6192.4431JCL12ф1813.6227.254.3732ф1613.6340.864.4433JCL15ф165.6633.653.0734ф16764266.3435JCL14ф163.4620.432.2236ф123.226.45.6937JCL17ф186.9213.827.5938ф206.9320.751.09本页小计:37.4612546.59 浙江**学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1ф126.7213.411.912JCL16ф206.4319.247.393ф186.4212.825.594ф126.2424.822.035JCL18ф183.326.613.196ф203.339.924.437ф123.126.25.51812加固筋ф127.9215.814.04915加固筋ф125.4210.89.6010ф126.8213.612.0811JCL16ф163.9519.530.8012JCL6,7,13ф2032.3612388.32958.3713ф1832.126192.72385.2614ф1231.26187.2166.3215JTC9,10,11ф2014.7212176.64435.9516ф1814.64687.84175.6017ф1214.2685.275.7018ф202.612.66.4219ф205.515.513.5720ф206.116.115.0521JCL12箍筋Ф81.811202016796.082212Ф61.52131.57.002315Ф81.663100.839.802416Ф81.72847.618.802518Ф81.31418.27.192616Ф81.31519.57.7027Ф80.36560201.679.6128Ф60.31123.720.8329G-530电梯井-2.2至4.15柱ф168.0920161.8255.5731ф208.51434.0484.0132ф228.73652.38156.4233ф259.05872.4279.1934-1.7至4.15柱筋ф167.5932242.88383.6335ф187.8152406.12811.8736ф208.614813.411.9137ф228.234819.247.3938ф258.558612.825.59本页小计:957.014504.39钢筋计算表 浙江**学院本科毕业论文正文号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KZ1,2,3柱箍Ф61.6390624138.602KZ5,9柱箍Ф81.84363667.92263.753KZ6柱箍Ф81.696153.660.654KZ7柱箍Ф81.684372.2428.535KZ10,13,15,17,16柱箍Ф81.6312499.2197.126KZ11柱箍Ф61.2684105.8423.517KZ12,14柱箍Ф81.9290172.868.248-1.7至4.15GZ1ф146.92427.6833.4796140408.8810柱筋汇总ф164.3788384.56607.4211ф184.4780357.6714.8712ф204.5662282.72697.7513ф224.6632149.12445.3114ф254.834163.2629.3415KZ1柱箍Ф61.6279446.499.1516KZ4,5,12,14柱箍Ф81.825761048.32413.9617KZ6柱箍Ф81.66299.239.1718KZ7柱箍Ф81.6662102.9240.6419KZ9,10,13,15柱箍Ф81.6498796.8314.6420KZ11柱箍Ф61.266075.616.79217.75至11.35柱ф164.3796419.52662.6422ф184.4772321.84643.3823ф204.5658264.48652.7424ф224.66837.28111.3325ф254.824115.2444.2426KZ1,2,3,5,6,7柱箍Ф61.6544870.4193.3327KZ4柱箍Ф81.6165264104.2528KZ9柱箍Ф81.466696.3638.0529KZ10,16柱箍Ф81.691145.657.4930KZ11柱箍Ф61.265873.0816.2331KZ12,14柱箍Ф81.8264116.4846.003211.35至14.95柱汇总ф164.37108471.96745.4733ф184.4744196.68393.1834ф204.5678355.68877.8235ф224.6624111.84333.9936ф254.8419.274.04本页小计:2160.18075.87钢筋计算表 浙江**学院本科毕业论文正文号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KZ1,2,13,15,17箍筋Ф61.6601961.6213.592KZ4Ф81.615524897.933KZ9Ф81.456695.737.794KZ10,19Ф81.6182291.2114.995KZ,11Ф61.265873.0816.23614.95至18.55柱ф164.1132541.2854.847ф184.1624.649.188ф204.1416.440.489ф224.144180.4538.7210KZ6,10,9,12上伸ф164.3728122.36193.2711ф184.471671.52142.9712ф204.56418.2445.0213ф224.66418.6455.6614ф165.4248260.16410.9315柱箍筋Ф81.4232324.8128.2616Ф81.6128204.880.8717Ф61.6274438.497.3818Ф61.2331397.288.2319Ф81.892165.665.3920Ф81.492128.850.8621ф164.248201.6318.432218.55至22.25柱筋Ф61.418025255.97234.15梁24LL9下部纵筋ф256.94213.8853.5225LL9下部纵筋ф226.85213.7040.9126LL9箍筋Ф81.53045.0017.7727LL9上部贯通ф146.61213.2215.9928KL11下部纵筋ф167.624322.8736.1329KL11箍筋Ф61.53349.5010.9930KL11上部贯通ф187.684215.3730.7231LL1下部纵筋ф163.67311.0117.3932LL1箍筋Ф61.21518.004.0033LL1上部贯通ф143.6127.228.7334LL3下部纵筋ф143.51310.5312.7335LL3箍筋Ф61.21416.803.7336LL3上部贯通ф143.5127.028.4937KL3下部纵筋ф256.6213.2050.9038KL3下部纵筋ф226.5116.5119.44本页小计:1083.982944.45 浙江**学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL3腰筋ф125.46421.8419.402KL3支座筋ф222.40512.417.183KL3支座筋ф222.40512.417.184KL3箍筋Ф81.62641.6016.435KL3上部贯通ф206.45212.9031.846KL4一跨下部ф166.264318.7929.687KL4一跨支座ф162.2912.293.628KL4一跨支座ф163.7513.755.929KL4一跨箍筋Ф61.62641.609.2410KL4上部贯通ф1837.51275.02149.9711KL4二跨下部ф165.748317.2427.2412KL4二跨支座ф163.413.405.3713KL4二跨箍筋Ф61.62336.808.1714KL4三跨下部ф163.448310.3416.3415KL4三跨支座ф164.13314.136.5316KL4三跨箍筋Ф61.61219.204.2617KL4四跨下部ф166.848320.5432.4518KL4四跨支座ф224.93329.8729.4619KL4四跨箍筋Ф61.62946.4010.3120KL4五跨下部ф229.546328.6485.5221KL4五跨支座ф204.93314.9312.1722KL4五跨支座ф203.827.6018.7623KL4五跨箍筋Ф61.63556.0012.4424KL4六跨下部ф229.165327.5082.1125KL4六跨支座ф202.91725.8314.4026KL4六跨箍筋Ф61.63556.0012.4427LL8一跨下部ф165.644211.2917.8328LL8一跨下部ф145.59615.606.7729LL8一跨支座ф183.74713.757.4930LL8一跨箍筋Ф81.52740.5015.9931LL8上部贯通ф2014.726229.4572.6932LL8二跨下部ф165.044210.0915.9333LL8二跨下部ф144.99615.006.0434LL8二跨箍筋Ф81.53045.0017.7735LL8三跨下部ф142.69638.099.7836LL8三跨箍筋Ф81.51319.507.7037KL13一跨下部ф166.209318.6329.4238KL13一跨支座ф162.269121.8419.40本页小计:114.75770.49 浙江**学院本科毕业论文正文钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL13一跨支座ф253.8227.6429.462KL13一跨箍筋Ф61.52639.008.663KL13上部贯通ф1837.5275.00149.934KL13二跨下部ф188.56217.1234.225KL13二跨下部ф165.6915.698.996KL13二跨支座ф163.3713.375.327KL13二跨箍筋Ф81.82341.4016.358KL13腰筋ф125.39421.5619.169KL13拉筋Ф60.34248.161.8110KL13三跨下部ф163.4310.2016.1111KL13三跨支座ф204.1728.3420.5812KL13三跨支座ф203.2526.5016.0413KL13三跨箍筋Ф61.61219.204.2614KL13四跨下部ф186.9213.8027.5915KL13四跨下部ф166.7416.7410.6516KL13四跨支座ф204.9714.9712.2717KL13四跨支座ф203.8527.7019.0018KL13四跨箍筋Ф81.62844.8017.6919KL13五跨下部ф259.82439.28151.4720KL13五跨支座ф224.9729.9429.6821KL13五跨支座ф223.8527.7022.9922KL13吊筋ф162.6925.388.5023KL13箍筋Ф81.84072.0028.4324KL13腰筋ф127.06428.2425.0925KL13拉筋Ф60.343612.242.7226KL13六跨下部ф259.34437.36144.0727KL13六跨支座ф202.925.8014.3128KL13吊筋ф162.6925.388.5029KL13箍筋Ф81.84072.0028.4330KL13腰筋ф127.04428.1625.0231KL13拉筋Ф60.343612.242.7232LL7一跨下部ф167.64215.2824.1433LL7一跨下部ф147.617.609.1934LL7支座185.08210.1620.3135LL7箍筋Ф61.64368.8015.2836LL7上部贯通ф1630.82261.6497.3637LL7二跨下部筋ф166.14318.4229.09 浙江**学院本科毕业论文正文38LL7支座ф204.8814.8812.04本页小计:126.35991.08钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL7支座ф203.7227.4418.362LL7箍筋Ф61.63048.0010.663LL7三跨下部ф187.39322.1744.324LL7三跨支座ф204.8814.8812.045LL7三跨支座ф203.7227.4418.366LL7吊筋ф162.6925.388.507LL7箍筋Ф61.84275.6016.798LL7腰筋ф127.32429.2826.019LL7拉筋Ф60.3433813.032.9010LL7四跨下部ф227.39214.7844.1411LL7四跨下部ф207.3917.3918.2412LL7箍筋Ф61.84275.6016.7913LL7腰筋ф127.32429.2826.0114LL7拉筋Ф60.3433813.032.9015LL6一跨下部ф185.69211.3822.7516LL6一跨下部ф165.6415.648.9117LL6一跨支座ф225.08210.1630.3418LL6箍筋Ф81.52740.5015.9919LL6上部贯通ф1821.42242.8485.6420LL6二跨下部ф187.69215.3830.7521LL6二跨下部ф167.6417.6412.0722LL6支座ф225.08210.1630.3423LL6箍筋Ф61.53755.5012.3324LL6下部ф186.19212.3824.7525LL6下部ф166.1416.149.7026LL6箍筋Ф61.53045.0010.0027KL12一跨下部ф166.21318.6329.4328KL12一跨支座ф162.2812.283.6029KL12支座ф225.1715.1715.4430KL12支座ф22428.0023.8931KL12箍筋Ф61.52639.008.6632KL12上部贯通ф1837.51275.02149.9733KL12二跨下部ф2510.12220.2478.0534KL12二跨下部ф229.5919.5928.6435KL12支座ф225.1715.1715.4436KL12支座ф22428.0023.8937KL12吊筋ф162.9725.949.3838KL12箍筋Ф824284.0033.17 浙江**学院本科毕业论文正文本页小计:130.19848.96钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL12腰筋ф127.36644.1639.242KL12拉筋Ф60.345719.384.303KL12下部筋ф166.78320.3432.134KL12支座ф22515.0014.935KL12支座ф223.8827.7623.176KL12箍筋Ф61.62844.809.957KL12四跨下部ф259.8719.8738.068KL12四跨下部ф229.3419.3427.899KL12支座ф224.929.8029.2710KL12支座ф223.7827.5622.5811KL12箍筋Ф81.64165.6025.9012KL12拉筋Ф60.345719.384.3013KL12五跨下部ф226.39425.5676.3314KL12五跨支座ф222.3712.377.0815KL12箍筋Ф101.83257.6035.5416KL12腰筋ф125.34421.3618.9817KL12拉筋Ф60.34289.522.1118LL2一跨下部ф143.139.3011.2519LL2支座ф204.4128.8221.7720LL2箍筋Ф61.31519.504.3321LL2上部贯通ф1626.42252.8483.4622LL2二跨下部ф206.74213.4833.2723LL2二跨下部ф186.6916.6913.3724LL2支座ф204.4128.8221.7725LL2箍筋Ф61.63860.8013.5026LL2三跨下部ф186.69213.3826.7527LL2三跨下部ф166.6416.6410.4928LL2支座ф205.08210.1625.0729LL2箍筋Ф61.63860.8013.5030LL2四跨下部ф207.69215.3837.9631LL2下不筋ф187.6917.6915.3732LL2箍筋Ф61.64978.4017.4133KL4一跨下部ф163.76311.2817.8234KL4支座ф254.4314.4317.0835KL4箍筋Ф61.61422.404.9836KL4上部贯通ф2032.5265.00160.42 浙江**学院本科毕业论文正文37KL4二跨下部ф227.77215.5446.4138KL4下部筋ф207.6117.6118.78本页小计:135.82890.7钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL4二跨支座ф204.5314.5311.182KL4二跨支座ф203.5327.0617.423KL4箍筋Ф81.63759.2023.384KL4三跨下部筋ф227.72430.8892.225KL4三跨下部筋ф207.56215.1237.326KL4支座ф255.0815.0819.597KL4支座ф253.94311.8245.588KL4吊筋ф162.4024.807.589KL4箍筋Ф81.63759.2023.3810KL4四跨下部筋ф229.62657.72172.3711KL4支座ф255.0815.0819.5912KL4支座ф253.94311.8245.5813KL4箍筋Ф10259118.0072.8114KL4腰筋ф127.24643.4438.6015KL4拉筋Ф60.347224.485.4416KL4五跨下部ф226.51319.5358.3217KL4支座ф202.4424.8812.0418KL4箍筋Ф81.63860.8024.0119KL5一跨下部ф259.87219.7476.1220KL5一跨下部ф229.67219.3457.7521KL5左支座ф20313.007.4022KL5左支座ф202.4224.8411.9523KL5中间支座ф225.15210.3030.7624KL5中间支座ф223.9927.9823.8325KL5箍筋Ф10259118.0072.8126KL5腰筋ф127.34644.0439.1327KL5拉筋Ф60.347224.485.4428KL5上部贯通ф2214.79229.5888.3329KL5二跨下部ф256.78213.5652.2930KL5二跨下部ф226.3916.3919.0831KL5支座ф202.424.8011.8532KL5箍筋Ф81.63149.6019.5933KL5腰筋ф125.24631.4427.9334KL5拉筋Ф60.343913.262.9535LL4一跨下部ф226.66426.6479.5536LL4一跨下部ф206.56213.1232.3837LL4支座ф203.75415.0037.02 浙江**学院本科毕业论文正文38LL4箍筋Ф61.55481.0017.99本页小计:267.81172.76钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL4上部贯通ф1814.58458.32116.592LL4二跨下部ф142.84617.0420.613LL4支座ф203.75415.0037.024LL4箍筋Ф61.52030.006.665LL4三跨下部ф186.24424.9649.906LL4三跨下部ф166.18212.3619.527LL4箍筋Ф61.55481.0017.998KL6一跨下部ф259.87219.7476.129KL6一跨下部ф229.57219.1457.1610KL6左支座ф203.0713.077.5811KL6左支座ф202.4924.9812.2912KL6中间支座ф225.08210.1630.3413KL6中间支座ф223.9427.8823.5314KL6箍筋Ф10253106.0065.4015KL6腰筋ф127.24643.4438.6016KL6拉筋Ф60.347224.485.4417KL6上部贯通ф2014.74229.4872.7618KL6二跨下部ф166.31318.9329.9019KL6支座ф182.3712.374.7420KL6箍筋Ф81.62540.0015.8021KL7一跨下部ф209.34328.0269.1522KL7左支座ф203.0713.077.5823KL7左支座ф202.4924.9812.2924KL7中间支座ф205.0815.0812.5425KL7中间支座ф203.9427.8819.4526KL7箍筋Ф824182.0032.3827KL7腰筋ф127.24643.4438.6028KL7拉筋Ф60.345418.364.0829KL7上部贯通ф1814.58229.1658.2930KL7二跨下部ф166.31318.9329.9031KL7支座ф202.424.8011.8532KL7箍筋Ф61.62540.008.88337.75梁34LL12下部下排ф183.78311.3422.6735LL12箍筋Ф61.21821.604.8036LL12上部贯通筋ф144.2228.4410.2137KL22下部下排ф207.74323.2257.31 浙江**学院本科毕业论文正文38KL22箍筋Ф81.53857.0022.51本页小计:183.94946.5钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL22附加箍筋Ф81.569.003.552KL22上部贯通筋ф187.68215.3630.713KL21下部纵筋ф189.61219.2238.424KL21下部纵筋ф169.4519.4514.935KL21腰筋ф128.27433.0829.396KL21箍筋Ф61.64470.4015.647KL21附加箍筋Ф61.669.602.138KL21上部贯通筋ф169.45218.9029.859KL20下部纵筋ф164.71314.1322.3210KL20箍筋Ф81.52030.0011.8511KL20上部贯通筋ф164.7129.4214.8812KL17下部纵筋ф166.39319.1730.2813KL17箍筋Ф61.52842.009.3314KL17上部贯通筋ф166.39212.7820.1915LL3下部纵筋ф142.9938.9710.8516LL3箍筋Ф61.21416.803.7317LL3上部贯通筋ф143.5227.048.5118KL3下部纵筋ф256.6213.2050.9019KL3下部纵筋ф226.5116.5119.4420KL3腰筋ф125.46421.8419.4021KL3支座筋ф222.4112.417.2022KL3支座筋ф222.4112.417.2023KL3箍筋Ф81.63149.6019.5924KL3附加箍筋Ф81.669.603.7925KL3上部贯通筋ф206.45212.9031.8426KL19下部纵筋ф164.73314.1922.4127KL19箍筋Ф81.51928.5011.2528KL19上部贯通筋ф184.7929.5819.1529LL1下部纵筋ф162.8638.5813.5530LL1箍筋Ф61.21315.603.4731LL1上部贯通筋ф143.7527.509.0732KL25一跨下部筋ф166.21318.6329.4333KL25支座筋ф162.2712.273.5934KL25支座筋ф163.8213.826.0335KL25箍筋Ф61.62641.609.2436KL25腰筋ф125.34421.3618.9837KL25拉筋Ф60.34289.522.11 浙江**学院本科毕业论文正文38KL25上部贯通筋ф1837.51275.02149.97本页小计:95.68658.49钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL25二跨下部筋ф165.65316.9526.772KL25支座筋ф163.4313.435.423KL25箍筋Ф81.62946.4018.324KL25腰筋ф124.76419.0416.925KL25拉筋Ф60.34248.161.816KL25三跨下部筋ф163.35310.0515.877KL25支座筋ф204.1728.3420.588KL25支座筋ф203.2526.5016.049KL25箍筋Ф61.61117.603.9110KL25腰筋ф122.4649.848.7411KL25拉筋Ф60.34124.080.9112KL25四跨下部筋ф227.22321.6664.6813KL25支座筋ф204.9714.9712.2714KL25支座筋ф203.8527.7019.0015KL25箍筋Ф81.63454.4021.4816KL25腰筋ф125.86423.4420.8317KL25拉筋Ф60.343010.202.2718KL25五跨下部筋ф229.45328.3584.6619KL25支座筋ф204.9714.9712.2720KL25支座筋ф203.8527.7019.0021KL25箍筋Ф81.64064.0025.2722KL25腰筋ф127.06428.2425.0923KL25拉筋Ф60.343612.242.7224KL25六跨下部筋ф229.12327.3681.7025KL25支座筋ф202.925.8014.3126KL25箍筋Ф81.64064.0025.2727KL25腰筋ф127.04428.1625.0228KL25拉筋Ф60.343612.242.7229LL8一跨下部筋ф165.63211.2617.7930LL8一跨下部筋ф145.5915.596.7631LL8支座筋ф183.7513.757.5032LL8箍筋Ф61.52740.509.0033LL8上部贯通筋ф2014.74229.4872.7634LL8二跨下部筋ф165.03210.0615.8935LL8下部筋ф144.9914.996.0336LL8箍筋Ф81.53045.0017.7737LL8三跨下部筋ф142.6938.079.76 浙江**学院本科毕业论文正文38LL8箍筋Ф61.51319.504.33本页小计:135.78625.66钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL24一跨下部筋ф166.22318.6629.472KL24支座ф162.2712.273.593KL24支座ф253.8213.8214.734KL24箍筋Ф61.52639.008.665KL24上部贯通筋ф1837.51275.02149.976KL24二跨下部筋ф185.80211.6023.197KL24二跨下部筋ф165.6415.648.918KL24支座ф180.3410.340.689KL24箍筋Ф81.82952.2020.6110KL24腰筋ф125.34421.3618.9811KL24拉筋Ф60.34248.161.8112KL24三跨下部筋ф163.35310.0515.8713KL24三跨支座ф204.1728.3420.5814KL24支座筋ф203.2526.5016.0415KL24箍筋Ф61.61117.603.9116KL24腰筋ф122.4649.848.7417KL24拉筋Ф60.34124.080.9118KL24四跨下部筋ф257.45429.80114.9219KL24支座筋ф204.9729.9424.5320KL24支座筋ф203.8527.7019.0021KL24箍筋Ф101.63454.4033.5622KL24腰筋ф125.86423.4420.8323KL24拉筋Ф60.343010.202.2724KL24五跨下部筋ф259.82439.28151.4725KL24支座筋ф204.9729.9424.5326KL24支座筋ф203.8527.7019.0027KL24吊筋ф162.6925.388.5028KL24箍筋Ф81.84072.0028.4329KL24腰筋ф127.06428.2425.0930KL24拉筋Ф60.343612.242.7231KL24六跨下部筋ф259.35437.40144.2232KL24支座筋ф202.925.8014.3133KL24吊筋ф162.6925.388.5034KL24箍筋Ф81.84072.0028.4335KL24腰筋ф127.04428.1625.0236KL24拉筋Ф60.343612.242.7237LL6一跨下部筋ф186.45212.9025.79 浙江**学院本科毕业论文正文38LL6一跨下部筋ф166.3416.3410.01本页小计:134.03946.47钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL6支座ф225.08210.1630.342LL6箍筋Ф61.52740.509.003LL6上部贯通筋ф1821.42242.8485.644LL6二跨下部筋ф189.51219.0238.025LL6二跨下部筋ф169.0919.0914.366LL6箍筋Ф61.54364.5014.337LL6三跨下部筋ф186.73213.4626.918LL6三跨下部筋ф166.6716.6710.549LL6箍筋Ф61.53045.0010.0010KL23一跨下部筋ф166.21318.6329.4311KL23支座筋ф162.2712.273.5912KL23支座筋ф225.1715.1715.4413KL23支座筋ф22428.0023.8914KL23箍筋Ф61.52639.008.6615KL23上部贯通筋ф1837.51275.02149.9716KL23二跨下部筋ф2510.12220.2478.0517KL23二跨下部筋ф229.5919.5928.6418KL23支座筋ф225.1715.1715.4419KL23支座筋ф22428.0023.8920KL23吊筋ф162.9725.949.3821KL23箍筋Ф824284.0033.1722KL23腰筋ф127.36644.1639.2423KL23拉筋Ф60.345719.384.3024KL23三跨下部筋ф207.06214.1234.8525KL23三跨下部筋ф186.8516.8513.6926KL23支座筋ф225210.0029.8627KL23支座筋ф223.8827.7623.1728KL23箍筋Ф101.64368.8042.4529KL23腰筋ф125.86423.4420.8330KL23拉筋Ф60.343812.922.8731KL23四跨下部筋ф259.87219.7476.1232KL23四跨下部筋ф229.3419.3427.8933KL23支座ф204.914.9012.0934KL23支座ф203.7827.5618.6635KL23箍筋Ф81.64775.2029.6936KL23腰筋ф127.11428.4425.2737KL23拉筋Ф60.343612.242.72 浙江**学院本科毕业论文正文38KL23五跨下部筋ф259.4218.8072.50本页小计:157.19977.7钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL23五跨下部筋ф229.1719.1727.382KL23支座筋ф202.9225.8414.413KL23箍筋Ф81.64165.6025.904KL23腰筋ф127.09428.3625.205KL23拉筋Ф60.343612.242.726KL10一跨下部筋ф166.21318.6329.437KL10支座筋ф162.2712.273.598KL10支座筋ф185.08210.1620.319KL10支座筋ф183.9427.8815.7510KL10箍筋Ф101.52639.0024.0611KL10上部贯通筋ф1814.48228.9657.8912KL10二跨下部筋ф259.65328.95111.6413KL10支座筋ф203.0713.077.5814KL10支座筋ф202.4924.9812.2915KL10吊筋ф162.9725.949.3816KL10箍筋Ф1024182.0050.5917KL10腰筋ф127.24643.4438.6018KL10拉筋Ф60.345418.364.0819LL5一跨下部筋ф185.68822.7290.8420LL5一跨下部筋ф165.63411.2635.5821LL5支座筋ф203.75815.0074.0422LL5箍筋Ф61.510881.0035.9823LL5上部贯通筋ф1614.43857.72182.3424LL5二跨下部筋ф142.091212.5430.3225LL5支座筋ф203.75815.0074.0426LL5箍筋Ф61.54030.0013.3227LL5三跨下部筋ф205.71234.20168.8228LL5支座筋ф202.2889.1245.0229LL5箍筋Ф61.510881.0035.9830KL9一跨下部筋ф186.32212.6425.2731KL9一跨下部筋ф166.3116.319.9732KL9支座筋ф182.312.304.6033KL9支座筋ф185.08210.1620.3134KL9支座筋ф183.9427.8815.7535KL9箍筋Ф81.63251.2020.2236KL9腰筋ф125.34421.3618.9837KL9拉筋Ф60.36145.041.12 浙江**学院本科毕业论文正文38KL9上部贯通筋ф1814.48228.9657.89本页小计:213.971227.22钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL9二跨下部筋ф259.65219.3074.432KL9二跨下部筋ф229.4219.4228.133KL9支座筋ф203.0726.1415.154KL9箍筋Ф1024182.0050.595KL9腰筋ф127.24643.4438.606KL9拉筋Ф63.654194.4043.187KL8一跨下部筋ф166.26318.7829.668KL8支座筋ф162.2912.293.629KL8支座筋ф225.08210.1630.3410KL8箍筋Ф61.63251.2011.3711KL8腰筋ф125.39421.5619.1612KL8拉筋Ф60.34289.522.1113KL8上部贯通筋ф1814.58229.1658.2914KL8二跨下部筋ф209.31327.9368.9315KL8支座筋ф223.0526.1018.2216KL8箍筋Ф81.64267.2026.5417KL8腰筋ф127.39429.5626.2618KL8拉筋Ф60.343812.922.8719KL1一跨下部筋ф163.76311.2817.8220KL1支座筋ф184.4728.9417.8721KL1箍筋Ф101.61422.4013.8222KL1腰筋ф122.89411.5610.2723KL1拉筋Ф60.34165.441.2124KL1上部贯通筋ф1832.27264.54129.0225KL1二跨下部筋ф227.82323.4670.0626KL1支座筋ф204.4714.4711.0327KL1支座筋ф203.4526.9017.0328KL1箍筋Ф81.63759.2023.3829KL1腰筋ф126.46425.8422.9630KL1拉筋Ф60.343210.882.4231KL1三跨下部筋ф207.66215.3237.8132KL1三跨下部筋ф187.4517.4514.8933KL1支座筋ф205.1315.1312.6634KL1支座筋ф203.9527.9019.5035KL1箍筋Ф81.63759.2023.3836KL1腰筋ф126.46425.8422.9637KL1拉筋Ф60.343210.882.4238KL1四跨下部筋ф229.85329.5588.24 浙江**学院本科毕业论文正文本页小计:203.29902.91钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL1支座筋ф205.1315.1312.662KL1支座筋ф203.9527.9019.503KL1箍筋Ф81.64267.2026.544KL1腰筋ф127.46429.8426.515KL1拉筋Ф60.343812.922.876KL1五跨下部筋ф186.32212.6425.277KL1下部筋ф166.2616.269.898KL1支座筋ф162.2912.293.629KL1箍筋Ф81.63251.2020.2210KL1腰筋ф125.39421.5619.1611KL1拉筋Ф60.34289.522.1112KL2一跨下部筋ф163.71311.1317.5813KL2支座筋ф224.529.0026.8814KL2箍筋Ф61.61320.804.6215KL2腰筋ф122.84411.3610.0916KL2拉筋Ф60.34144.761.0617KL2上部贯通筋ф1832.27264.54129.0218KL2二跨下部筋ф227.72430.8892.2219KL2二跨下部筋ф207.46214.9236.8220KL2支座筋ф224.529.0026.8821KL2支座筋ф223.527.0020.9022KL2吊筋ф162.424.807.5823KL2箍筋Ф81.63759.2023.3824KL2腰筋ф126.36425.4422.6025KL2拉筋Ф60.343210.882.4226KL2三跨下部筋ф227.72430.8892.2227KL2支座筋ф225.17210.3430.8828KL2支座筋ф22428.0023.8929KL2箍筋Ф81.63759.2023.3830KL2腰筋ф126.36425.4422.6031KL2拉筋Ф60.343210.882.4232KL2四跨下部筋ф229.75439.00116.4633KL2四跨下部筋ф209.39218.7846.3534KL2支座筋ф225.17210.3430.8835KL2支座筋ф22428.0023.8936KL2吊筋ф162.9725.949.38 浙江**学院本科毕业论文正文37KL2箍筋Ф824896.0037.9138KL2腰筋ф127.36429.4426.16本页小计:146.93929.89钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL2拉筋Ф60.343812.922.872KL2五跨下部筋ф226.39212.7838.163KL2支座筋ф222.3612.367.054KL2箍筋Ф101.83257.6035.545KL2腰筋ф125.34421.3618.986KL2拉筋Ф60.34289.522.117LL2一跨下部筋ф143.73311.1913.538LL2支座筋ф204.4228.8421.829LL2箍筋Ф61.31519.504.3310LL2上部贯通筋ф1626.43252.8683.4911LL2二跨下部筋ф207.81215.6238.5512LL2二跨下部筋ф187.4517.4514.8913LL2支座筋ф204.4228.8421.8214LL2箍筋Ф61.63860.8013.5015LL2腰筋ф126.61426.4423.4916LL2拉筋Ф60.343411.562.5717LL2三跨下部筋ф187.65215.3030.5918LL2三跨下部筋ф167.3417.3411.5919LL2支座筋ф205.08210.1625.0720LL2箍筋Ф61.63860.8013.5021LL2腰筋ф126.62426.4823.5322LL2拉筋Ф60.353411.902.6423LL2四跨下部筋ф209.24218.4845.6124LL2四跨下部筋ф189.0919.0918.1725LL2箍筋Ф61.64978.4017.4126LL2腰筋ф127.61430.4427.0527LL2拉筋Ф60.343812.922.8728KL15一跨下部筋ф163.77311.3117.8629KL15支座筋ф254.4414.4417.1230KL15箍筋Ф61.61422.404.9831KL15腰筋ф123.46413.8412.3032KL15拉筋Ф60.34165.441.2133KL15上部贯通筋ф2032.51265.02160.4734KL15二跨下部筋ф227.77215.5446.4135KL15二跨下部筋ф207.6117.6118.7836KL15支座筋ф254.5314.5317.47 浙江**学院本科毕业论文正文37KL15支座筋ф253.53310.5940.8438KL15箍筋Ф81.64368.8027.17本页小计:130.7794.64钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL15腰筋ф126.99427.9624.842KL15拉筋Ф60.343210.882.423KL15三跨下部筋ф227.72430.8892.224KL15三跨下部筋ф207.56215.1237.325KL15支座筋ф255.1515.1519.866KL15支座筋ф253.99311.9746.167KL15箍筋Ф101.872129.6079.968KL15腰筋ф126.94427.7624.669KL15拉筋Ф60.346221.084.6810KL15四跨下部筋ф229.72658.32174.1611KL15支座筋ф225.0515.0515.0812KL15支座筋ф223.8927.7823.2313KL15箍筋Ф1024896.0059.2314KL15腰筋ф127.91647.4642.1715KL15拉筋Ф60.345719.384.3016KL15五跨下部筋ф186.39212.7825.5517KL15下部筋ф166.3316.3310.0018KL15支座筋ф252.5212.529.7219KL15箍筋Ф81.63251.2020.2220KL15腰筋ф125.94423.7621.1121KL15拉筋Ф60.34289.522.1122KL16一跨下部筋ф205.08315.2437.6123KL16支座筋ф181.7911.793.5824KL16箍筋Ф61.52030.006.6625KL16上部贯通筋ф169.5219.0030.0126KL16二跨下部筋ф204.85314.5535.9127KL16箍筋Ф61.52639.008.6628LL10一跨下部筋ф142.0936.277.5829LL10支座筋ф203.7513.759.2630LL10箍筋Ф61.61016.003.5531LL10腰筋ф122.1148.447.5032LL10拉筋Ф60.34124.080.9133LL10上部贯通筋ф189.08218.1636.3034LL10二跨下部筋ф225.7211.4034.0435LL10二跨下部筋ф205.715.7014.0736LL10箍筋Ф81.63352.8020.85 浙江**学院本科毕业论文正文37LL10腰筋ф125.61422.4419.9438LL10拉筋Ф60.34289.522.11本页小计:215.66801.88钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL18一跨下部筋ф259.87219.7476.122KL18一跨下部筋ф229.57219.1457.163KL18支座筋ф223.1013.109.264KL18支座筋ф222.5325.0615.115KL18支座筋ф225.0815.0815.176KL18支座筋ф223.9427.8823.537KL18箍筋ф1224794.0083.528KL18腰筋ф127.24643.4438.609KL18拉筋Ф60.345418.364.0810KL18上部贯通筋ф2214.89229.7888.9311KL18二跨下部筋ф186.37212.7425.4712KL18二跨下部筋ф166.3116.319.9713KL18支座筋ф252.4812.489.5614KL18箍筋Ф81.63149.6019.5915KL18腰筋ф125.24420.9618.6216KL18拉筋Ф60.34268.841.9617LL4一跨下部筋ф226.67426.6879.6718LL4一跨下部筋ф206.56213.1232.3819LL4支座筋ф203.75415.0037.0220LL4箍筋Ф61.55481.0017.9921LL4上部贯通筋ф184.58418.3236.6222LL4二跨下部筋ф142.84617.0420.6123LL4支座筋ф203.75415.0037.0224LL4箍筋Ф61.52030.006.6625LL4三跨下部筋ф186.24424.9649.9026LL4三跨下部筋ф166.18212.3619.5227LL4箍筋Ф61.55481.0017.9928KL6一跨下部筋ф259.87219.7476.1229KL6下部筋ф229.57219.1457.1630KL6支座筋ф203.0713.077.5831KL6支座筋ф202.4924.9812.2932KL6支座筋ф225.08210.1630.3433KL6支座筋ф223.9427.8823.5334KL6箍筋Ф10253106.0065.4035KL6腰筋ф127.34644.0439.1336KL6拉筋Ф60.347224.485.44 浙江**学院本科毕业论文正文37KL6上部贯通筋ф2017.74235.4887.5638KL6二跨下部筋ф166.31318.9329.90本页小计:139.021156.37钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL6支座筋ф182.3712.374.742KL6箍筋ф81.62540.0015.803KL6腰筋ф125.24420.9618.624KL6拉筋Ф60.34268.841.965KL7一跨下部筋ф209.37328.1169.386KL7支座筋ф203.0713.077.587KL7支座筋ф202.4924.9812.298KL7支座筋ф205.0815.0812.549KL7支座筋ф203.9427.8819.4510KL7箍筋Ф824182.0032.3811KL7腰筋ф127.24643.4438.6012KL7拉筋Ф60.345418.364.0813KL7上部贯通筋ф1814.58229.1658.2914KL7二跨下部筋ф166.31318.9329.9015KL7支座筋ф202.424.8011.8516KL7箍筋Ф61.62540.008.8817KL7腰筋ф125.24420.9618.6218KL7拉筋Ф60.34268.841.961911.35梁20LL12下部纵筋ф183.78311.3422.6721LL12箍筋Ф61.21821.604.8022LL12上部贯通筋ф144.2228.4410.2123KL22下部纵筋ф207.74323.2257.3124KL22箍筋Ф81.53857.0022.5125KL22附加箍筋Ф81.569.003.5526KL22上部贯通筋ф187.7215.4030.7927KL30下部纵筋ф189.61219.2238.4228KL30下部纵筋ф169.4519.4514.9329KL30腰筋ф128.27433.0829.3930KL30箍筋Ф61.64470.4015.6431KL30附加箍筋Ф61.669.602.1332KL30上部贯通筋ф169.45218.9029.8533KL20下部纵筋ф164.71314.1322.3234KL20箍筋Ф81.52030.0011.8535KL20上部贯通筋ф164.7129.4214.8836KL17下部纵筋ф166.39319.1730.28 浙江**学院本科毕业论文正文37KL17箍筋Ф61.52842.009.3338KL17上部贯通筋ф166.39212.7820.19本页小计:119.07638.9钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL3下部纵筋ф142.9938.9710.852LL3箍筋Ф61.21416.803.733LL3上部贯通筋ф143.5227.048.514KL3下部纵筋ф256.6213.2050.905KL3下部纵筋ф226.5116.5119.446KL3腰筋ф125.46421.8419.407KL3支座筋ф222.4112.417.208KL3支座筋ф222.4112.417.209KL3箍筋Ф81.63149.6019.5910KL3附加箍筋Ф81.669.603.7911KL3上部贯通筋ф206.45212.9031.8412KL19下部纵筋ф164.73314.1922.4113KL19箍筋Ф81.51928.5011.2514KL19上部贯通筋ф184.7929.5819.1515LL1下部纵筋ф162.8638.5813.5516LL1箍筋Ф61.21315.603.4717LL1上部贯通筋ф143.7527.509.0718KL25一跨下部筋ф166.22318.6629.4719KL25支座筋ф162.2812.283.6020KL25支座筋ф163.8213.826.0321KL25箍筋Ф61.62641.609.2422KL25腰筋ф125.34421.3618.9823KL25拉筋Ф60.34289.522.1124KL25上部贯通筋ф1837.51275.02149.9725KL25二跨下部筋ф165.65316.9526.7726KL25支座筋ф163.4313.435.4227KL25箍筋Ф81.62946.4018.3228KL25腰筋ф124.76419.0416.9229KL25拉筋Ф60.34248.161.8130KL25三跨下部筋ф163.35310.0515.8731KL25支座筋ф204.1728.3420.5832KL25支座筋ф203.2526.5016.0433KL25箍筋Ф61.61117.603.9134KL25腰筋ф122.4649.848.7435KL25拉筋Ф60.34124.080.9136KL25四跨下部筋ф227.22321.6664.68 浙江**学院本科毕业论文正文37KL25支座筋ф204.9714.9712.2738KL25支座筋ф203.8527.7019.00本页小计:78.13633.86钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL25箍筋Ф81.63454.4021.482KL25腰筋ф125.86423.4420.833KL25拉筋Ф60.343010.202.274KL25五跨下部筋ф229.45328.3584.665KL25支座筋ф204.9714.9712.276KL25支座筋ф203.8527.7019.007KL25箍筋Ф81.64064.0025.278KL25腰筋ф127.06428.2425.099KL25拉筋Ф60.343612.242.7210KL25六跨下部筋ф229.12327.3681.7011KL25支座筋ф202.925.8014.3112KL25箍筋Ф81.64064.0025.2713KL25腰筋ф127.04428.1625.0214KL25拉筋Ф60.343612.242.7215LL8一跨下部筋ф165.63211.2617.7916LL8一跨下部筋ф145.5915.596.7617LL8支座筋ф183.7513.757.5018LL8箍筋Ф61.52740.509.0019LL8上部贯通筋ф2014.74229.4872.7620LL8二跨下部筋ф165.03210.0615.8921LL8二跨下部筋ф144.9914.996.0322LL8箍筋Ф81.53045.0017.7723LL8三跨下部筋ф142.6938.079.7624LL8箍筋Ф61.51319.504.3325KL24一跨下部筋ф166.22318.6629.4726KL24支座筋ф162.2712.273.5927KL24支座筋ф253.8213.8214.7328KL24箍筋Ф61.52639.008.6629KL24上部贯通筋ф1837.51275.02149.9730KL24二跨下部筋ф185.08210.1620.3131KL24二跨下部筋ф165.6415.648.9132KL24支座筋ф183.4313.436.8633KL24箍筋Ф81.82952.2020.6134KL24腰筋ф125.34421.3618.9835KL24拉筋Ф60.34248.161.8136KL24三跨下部筋ф163.35310.0515.87 浙江**学院本科毕业论文正文37KL24支座筋ф204.1728.3420.5838KL24支座筋ф203.2526.5016.04本页小计:237.86724.68钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL24箍筋Ф61.61117.603.912KL24腰筋ф122.4649.848.743KL24拉筋Ф60.34124.080.914KL24四跨下部筋ф257.45429.80114.925KL24支座筋ф204.9729.9424.536KL24支座筋ф203.8527.7019.007KL24箍筋Ф101.63454.4033.568KL24腰筋ф125.86423.4420.839KL24拉筋Ф60.343010.202.2710KL24五跨下部筋ф259.82439.28151.4711KL24支座筋ф204.9729.9424.5312KL24支座筋ф203.8527.7019.0013KL24吊筋ф162.6925.388.5014KL24箍筋Ф81.84072.0028.4315KL24腰筋ф127.06428.2425.0916KL24拉筋Ф60.343612.242.7217KL24六跨下部筋ф259.35437.40144.2218KL24支座筋ф202.925.8014.3119KL24吊筋ф162.6925.388.5020KL24箍筋Ф81.84072.0028.4321KL24腰筋ф127.04428.1625.0222KL24拉筋Ф60.343612.242.7223LL6一跨下部筋ф186.45212.9025.7924LL6一跨下部筋ф166.3416.3410.0125LL6支座筋ф225.08210.1630.3426LL6箍筋Ф61.52740.509.0027LL6上部贯通筋ф1821.42242.8485.6428LL6二跨下部筋ф189.51219.0238.0229LL6二跨下部筋ф169.0919.0914.3630LL6箍筋Ф61.54364.5014.3331LL6三跨下部筋ф186.73213.4626.9132LL6三跨下部筋ф166.6716.6710.5433LL6箍筋Ф61.53045.0010.0034KL23一跨下部筋ф166.22318.6629.47 浙江**学院本科毕业论文正文35KL23支座筋ф162.2712.273.5936KL23支座筋ф225.1715.1715.4437KL23支座筋ф22428.0023.8938KL23箍筋Ф61.52639.008.66本页小计:144.94931.32钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL23上部贯通筋ф1837.51275.02149.972KL23二跨下部筋ф2512.12224.2493.483KL23下部筋ф229.619.6028.674KL23支座筋ф225.1715.1715.445KL23支座筋ф22428.0023.896KL23吊筋ф162.9725.949.387KL23箍筋Ф824284.0033.178KL23腰筋ф127.36644.1639.249KL23拉筋Ф60.345719.384.3010KL23三跨下部筋ф207.1214.2035.0511KL23三跨下部筋ф186.8516.8513.6912KL23支座筋ф225210.0029.8613KL23支座筋ф223.8827.7623.1714KL23箍筋Ф101.64368.8042.4515KL23腰筋ф125.86423.4420.8316KL23拉筋Ф60.343812.922.8717KL23四跨下部筋ф259.87219.7476.1218KL23下部筋ф229.3419.3427.8919KL23支座筋ф204.914.9012.0920KL23支座筋ф203.7827.5618.6621KL23箍筋Ф81.64775.2029.6922KL23腰筋ф127.11428.4425.2723KL23拉筋Ф60.343612.242.7224KL23五跨下部筋ф259.4218.8072.5025KL23五跨下部筋ф229.1719.1727.3826KL23支座筋ф202.9225.8414.4127KL23箍筋Ф81.64165.6025.9028KL23腰筋ф127.09428.3625.2029KL23拉筋Ф60.343612.242.7230KL29一跨下部筋ф166.22318.6629.4731KL29支座筋ф162.2712.273.5932KL29支座筋ф205.0815.0812.5433KL29支座筋ф203.9427.8819.4534KL29箍筋Ф61.52639.008.6635KL29上部贯通筋ф1814.48228.9657.89 浙江**学院本科毕业论文正文36KL29二跨下部筋ф259.65328.95111.6437KL29支座筋ф253.1413.1412.1138KL29吊筋ф162.9725.949.38本页小计:110.031080.71钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL29箍筋Ф624182.0018.212KL29腰筋ф127.24643.4438.603KL29拉筋Ф60.345418.364.084LL5一跨下部筋ф185.68422.7245.425LL5下部筋ф165.63211.2617.796LL5支座筋ф203.75415.0037.027LL5箍筋Ф61.55481.0017.998LL5上部贯通筋ф1614.43457.7291.179LL5二跨下部筋ф142.09612.5415.1610LL5支座筋ф203.75415.0037.0211LL5箍筋Ф61.52030.006.6612LL5三跨下部筋ф205.7634.2084.4113LL5支座筋ф202.2849.1222.5114LL5箍筋Ф61.55481.0017.9915KL9一跨下部筋ф186.32212.6425.2716KL9一跨下部筋ф166.3216.329.9817KL9支座筋ф182.3012.304.6018KL9支座筋ф185.09210.1820.3519KL9支座筋ф183.9427.8815.7520KL9箍筋Ф81.63251.2020.2221KL9腰筋ф125.34421.3618.9822KL9拉筋Ф60.36145.041.1223KL9上部贯通筋ф1814.48228.9657.8924KL9二跨下部筋ф259.65219.3074.4325KL9二跨下部筋ф229.4219.4228.1326KL9支座筋ф203.0726.1415.1527KL9箍筋Ф1024182.0050.5928KL9腰筋ф127.24643.4438.6029KL9拉筋Ф60.365419.444.3230KL8一跨下部筋ф166.24318.7229.5731KL8支座筋ф162.2912.293.6232KL8支座筋ф225.08210.1630.3433KL8箍筋Ф61.63251.2011.3734KL8腰筋ф125.39421.5619.1635KL8拉筋Ф60.34289.522.11 浙江**学院本科毕业论文正文36KL8上部贯通筋ф1814.58229.1658.2937KL8二跨下部筋ф209.31327.9368.9338KL8支座筋ф223.0426.0818.16本页小计:154.66926.3钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL8箍筋Ф81.64267.2026.542KL8腰筋ф127.4429.6026.303KL8拉筋Ф60.343812.922.874KL1一跨下部筋ф163.76311.2817.825KL1支座筋ф184.4728.9417.876KL1箍筋Ф101.61422.4013.827KL1腰筋ф122.89411.5610.278KL1拉筋Ф60.34165.441.219KL1上部贯通筋ф1832.27264.54129.0210KL1二跨下部筋ф227.82323.4670.0611KL1支座筋ф204.4714.4711.0312KL1支座筋ф203.4526.9017.0313KL1箍筋Ф81.63759.2023.3814KL1腰筋ф126.46425.8422.9615KL1拉筋Ф60.343210.882.4216KL1三跨下部筋ф207.66215.3237.8117KL1三跨下部筋ф187.4517.4514.8918KL1支座筋ф205.1315.1312.6619KL1支座筋ф203.9527.9019.5020KL1箍筋Ф81.63759.2023.3821KL1腰筋ф126.46425.8422.9622KL1拉筋Ф60.343210.882.4223KL1四跨下部筋ф229.85329.5588.2424KL1支座筋ф205.1315.1312.6625KL1支座筋ф203.9527.9019.5026KL1箍筋Ф81.64267.2026.5427KL1腰筋ф127.46429.8426.5128KL1拉筋Ф60.343812.922.8729KL1五跨下部筋ф186.32212.6425.2730KL1五跨下部筋ф166.2616.269.8931KL1支座筋ф162.2912.293.6232KL1箍筋Ф81.63251.2020.2233KL1腰筋ф125.39421.5619.1634KL1拉筋Ф60.34289.522.1135KL2一跨下部筋ф163.71311.1317.58 浙江**学院本科毕业论文正文36KL2支座筋ф224.529.0026.8837KL2箍筋Ф61.61320.804.6238KL2腰筋ф122.84411.3610.09本页小计:152.4钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL2拉筋Ф60.34144.761.062KL2上部贯通筋ф1832.27264.54129.023KL2二跨下部筋ф227.72430.8892.224KL2二跨下部筋ф207.45214.9036.775KL2支座筋ф224.529.0026.886KL2支座筋ф223.527.0020.907KL2吊筋ф162.4124.827.618KL2箍筋Ф81.63759.2023.389KL2腰筋ф126.36425.4422.6010KL2拉筋Ф60.343210.882.4211KL2三跨下部筋ф227.72430.8892.2212KL2支座筋ф225.17210.3430.8813KL2支座筋ф22428.0023.8914KL2箍筋Ф81.63759.2023.3815KL2腰筋ф126.36425.4422.6016KL2拉筋Ф60.343210.882.4217KL2四跨下部筋ф229.75439.00116.4618KL2四跨下部筋ф209.39218.7846.3519KL2支座筋ф225.17210.3430.8820KL2支座筋ф22428.0023.8921KL2吊筋ф162.9725.949.3822KL2箍筋Ф824896.0037.9123KL2腰筋ф127.36429.4426.1624KL2拉筋Ф60.343812.922.8725KL2五跨下部筋ф226.39425.5676.3326KL2支座筋ф222.3612.367.0527KL2箍筋Ф101.83257.6035.5428KL2腰筋ф125.34421.3618.9829KL2拉筋Ф60.34289.522.1130LL2一跨下部筋ф143.73311.1913.5331LL2支座筋ф204.4228.8421.8232LL2箍筋Ф61.31519.504.3333LL2上部贯通筋ф1626.43252.8683.4934LL2二跨下部筋ф207.81215.6238.5535LL14一跨下部筋ф143.0939.2711.21 浙江**学院本科毕业论文正文36LL14支座筋ф144.4214.425.3537LL14箍筋Ф61.31519.504.3338LL14上部贯通筋ф2027.11254.22133.81本页小计:139.751168.83钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL14二跨下部筋ф186.68320.0440.062LL14支座筋ф184.4214.428.843LL14箍筋Ф61.63860.8013.504LL14腰筋ф126.61426.4423.495LL14拉筋Ф60.343411.562.576LL14三跨下部筋ф146.59319.7723.917LL14支座筋ф185.0815.0810.168LL14箍筋Ф61.63860.8013.509LL14腰筋ф126.61426.4423.4910LL14拉筋Ф60.343411.562.5711LL14四跨下部筋ф207.7323.1057.0112LL14箍筋Ф61.64978.4017.4113LL14腰筋ф127.6430.4027.0114LL14拉筋Ф60.343812.922.8715LL15一跨下部筋ф143.0939.2711.2116LL15支座筋ф144.4214.425.3517LL15箍筋Ф61.31519.504.3318LL15上部贯通筋ф1618.18236.3657.4319LL15二跨下部筋ф146.59319.7723.9120LL15支座筋ф204.4214.4210.9121LL15箍筋Ф61.33849.4010.9722LL15三跨下部筋ф146.59319.7723.9123LL15箍筋Ф61.33849.4010.9724WKL32一跨下部ф163.76311.2817.8225WKL32箍筋Ф61.61422.404.9826WKL32腰筋ф123.46413.8412.3027WKL32拉筋Ф60.34165.441.2128WKL32上部贯通Ф2032.51265.02160.4729WKL32二跨下部ф187.45214.9029.7930WKL32二跨下部ф167.3917.3911.6731WKL32支座筋ф204.5329.0622.3632WKL32支座筋ф253.53310.5940.8433WKL32箍筋Ф81.64368.8027.1734WKL32腰筋ф126.99427.9624.8435WKL32拉筋Ф60.343210.882.42 浙江**学院本科毕业论文正文36WKL32三跨下部ф257.95215.9061.3137WKL32三跨下部ф227.6617.6622.8738WKL32支座筋ф225.15210.3030.76本页小计:114.47781.72钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1WKL32支座筋ф223.99415.9647.662WKL32箍筋Ф101.872129.6079.963WKL32腰筋ф126.94427.7624.664WKL32拉筋Ф60.346221.084.685WKL32四跨下部ф229.72658.32174.166WKL32支座筋ф205.0515.0512.467WKL32支座筋ф203.8927.7819.208WKL32箍筋Ф1024896.0059.239WKL32腰筋ф127.91431.6428.1110WKL32拉筋Ф60.343812.922.8711WKL32五跨下部ф186.39212.7825.5512WKL32五跨下部ф166.3316.3310.0013WKL32支座筋ф162.3812.383.7614WKL32箍筋Ф81.63251.2020.2215WKL32腰筋ф125.94423.7621.1116WKL32拉筋Ф60.34289.522.1117KL26一跨下部ф205.08315.2437.6118KL26支座筋ф201.8211.824.4919KL26箍筋Ф61.52030.006.6620KL26上部贯通筋ф209.81219.6248.4221KL26二跨下部筋ф204.85314.5535.9122KL26箍筋Ф61.52639.008.6623LL10一跨下部筋ф142.0936.277.5824LL10支座筋ф203.7513.759.2625LL10箍筋Ф61.61016.003.5526LL10腰筋ф122.1148.447.5027LL10拉筋Ф60.34124.080.9128LL10上部贯通筋ф189.08218.1636.3029LL10二跨下部筋ф225.7211.4034.0430LL10二跨下部筋ф205.715.7014.0731LL10箍筋Ф81.63352.8020.8532LL10腰筋ф125.61422.4419.9433LL10拉筋Ф60.34289.522.1134KL18一跨下部ф259.87219.7476.1235KL18一跨下部ф229.57219.1457.16 浙江**学院本科毕业论文正文36KL18支座筋ф223.113.109.2637KL18支座筋ф222.5225.0415.0538KL18支座筋ф225.0815.0815.17本页小计:211.81794.55钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL18支座筋ф223.9427.8823.532KL18箍筋ф1224794.0083.523KL18腰筋ф127.24643.4438.604KL18拉筋Ф60.345418.364.085KL18上部贯通筋ф2214.89229.7888.936KL18二跨下部筋ф186.37212.7425.477KL18二跨下部筋ф166.3116.319.978KL18支座筋ф252.4812.489.569KL18箍筋Ф81.63149.6019.5910KL18腰筋ф125.24420.9618.6211KL18拉筋Ф60.34268.841.9612LL4一跨下部筋ф226.66426.6479.5513LL4一跨下部筋ф206.56213.1232.3814LL4支座筋ф203.75415.0037.0215LL4箍筋Ф61.55481.0017.9916LL4上部贯通筋ф1814.58458.32116.5917LL4二跨下部筋ф142.84617.0420.6118LL4支座筋ф203.75415.0037.0219LL4箍筋Ф61.52030.006.6620LL4三跨下部筋ф186.24424.9649.9021LL4三跨下部筋ф166.18212.3619.5222LL4箍筋Ф61.55481.0017.9923KL27一跨下部筋ф259.87219.7476.1224KL27一跨下部筋ф229.57219.1457.1625KL27支座筋ф253.1413.1412.1126KL27支座筋ф205.08210.1625.0727KL27支座筋ф203.9427.8819.4528KL27箍筋Ф1024182.0050.5929KL27腰筋ф127.24428.9625.7330KL27拉筋Ф60.343612.242.7231KL27上部贯通筋ф1814.58229.1658.2932KL27二跨下部筋ф166.31318.9329.9033KL27支座筋ф162.3412.343.7034KL27箍筋Ф61.62540.008.8835KL27腰筋ф125.24420.9618.62 浙江**学院本科毕业论文正文36KL27拉筋Ф60.34268.841.9637KL28一跨下部筋ф209.37328.1169.3838KL28支座筋ф223.1013.109.26本页小计:132.421095.58钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL28支座筋205.0815.0812.542KL28支座筋203.9427.8819.453KL28箍筋Ф824182.0032.384KL28腰筋127.24643.4438.605KL28拉筋Ф60.345418.364.086KL28上部贯通筋1814.58229.1658.297KL28二跨下部筋166.31318.9329.908KL28支座筋162.3412.343.709KL28箍筋Ф61.62540.008.8810KL28腰筋125.23420.9218.5911KL28拉筋Ф60.34268.841.961214.95梁13LL12下部纵筋ф183.78311.3422.6714LL12箍筋Ф61.21821.604.8015LL12上部贯通筋ф144.2228.4410.2116KL22下部纵筋ф207.74323.2257.3117KL22箍筋Ф81.53857.0022.5118KL22附加箍筋Ф81.569.003.5519KL22上部贯通筋ф187.7215.4030.7920KL30下部纵筋ф189.61219.2238.4221KL30下部纵筋ф169.4519.4514.9322KL30腰筋ф128.27433.0829.3923KL30箍筋Ф61.64470.4015.6424KL30附加箍筋Ф61.669.602.1325KL30上部贯通筋ф169.45218.9029.8526KL20下部纵筋ф164.71314.1322.3227KL20箍筋Ф81.52030.0011.8528KL20上部贯通筋ф164.7129.4214.8829KL17下部纵筋ф166.39319.1730.2830KL17箍筋Ф61.52842.009.3331KL17上部贯通筋ф166.39212.7820.1932LL3下部纵筋ф142.9938.9710.8533LL3箍筋Ф61.21416.803.7334LL3上部贯通筋ф143.5227.048.5135KL3下部纵筋ф256.6213.2050.90 浙江**学院本科毕业论文正文36KL3下部纵筋ф226.5116.5119.4437KL3腰筋ф125.46421.8419.4038KL3支座筋ф222.4112.417.20本页小计:120.84618.61钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL3支座筋ф222.4112.417.202KL3箍筋Ф81.63149.6019.593KL3附加箍筋Ф81.669.603.794KL3上部贯通筋ф206.45212.9031.845KL19下部纵筋ф164.73314.1922.416KL19箍筋Ф81.51928.5011.257KL19上部贯通筋ф184.7929.5819.158LL1下部纵筋ф162.8638.5813.559LL1箍筋Ф61.21315.603.4710LL1上部贯通筋ф143.7527.509.0711KL25一跨下部筋ф166.22318.6629.4712KL25支座筋ф162.2812.283.6013KL25支座筋ф163.8213.826.0314KL25箍筋Ф61.62641.609.2415KL25腰筋ф125.34421.3618.9816KL25拉筋Ф60.34289.522.1117KL25上部贯通筋ф1837.51275.02149.9718KL25二跨下部筋ф165.65316.9526.7719KL25支座筋ф163.4313.435.4220KL25箍筋Ф81.62946.4018.3221KL25腰筋ф124.76419.0416.9222KL25拉筋Ф60.34248.161.8123KL25三跨下部筋ф163.35310.0515.8724KL25支座筋ф204.1728.3420.5825KL25支座筋ф203.2526.5016.0426KL25箍筋Ф61.61117.603.9127KL25腰筋ф122.4649.848.7428KL25拉筋Ф60.34124.080.9129KL25四跨下部筋ф227.22321.6664.6830KL25支座筋ф204.9714.9712.2731KL25支座筋ф203.8527.7019.0032KL25箍筋Ф81.63454.4021.4833KL25腰筋ф125.86423.4420.8334KL25拉筋Ф60.343010.202.2735KL25五跨下部筋ф229.45328.3584.66 浙江**学院本科毕业论文正文36KL25支座筋ф204.9714.9712.2737KL25支座筋ф203.8527.7019.0038KL25箍筋Ф81.64064.0025.27本页小计:123.42654.32钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL25腰筋ф127.06428.2425.092KL25拉筋Ф60.343612.242.723KL25六跨下部筋ф229.12327.3681.704KL25支座筋ф202.925.8014.315KL25箍筋Ф81.64064.0025.276KL25腰筋ф127.04428.1625.027KL25拉筋Ф60.343612.242.728LL8一跨下部筋ф165.63211.2617.799LL8一跨下部筋ф145.5915.596.7610LL8支座筋ф183.7513.757.5011LL8箍筋Ф61.52740.509.0012LL8上部贯通筋ф2014.74229.4872.7613LL8二跨下部筋ф165.03210.0615.8914LL8二跨下部筋ф144.9914.996.0315LL8箍筋Ф81.53045.0017.7716LL8三跨下部筋ф142.6938.079.7617LL8箍筋Ф61.51319.504.3318KL24一跨下部筋ф166.22318.6629.4719KL24支座筋ф162.2712.273.5920KL24支座筋ф253.8213.8214.7321KL24箍筋Ф61.52639.008.6622KL24上部贯通筋ф1837.51275.02149.9723KL24二跨下部筋ф185.08210.1620.3124KL24二跨下部筋ф165.6415.648.9125KL24支座筋ф183.4313.436.8626KL24箍筋Ф81.82952.2020.6127KL24腰筋ф125.34421.3618.9828KL24拉筋Ф60.34248.161.8129KL24三跨下部筋ф163.35310.0515.8730KL24支座筋ф204.1728.3420.5831KL24支座筋ф203.2526.5016.0432KL24箍筋Ф61.61117.603.9133KL24腰筋ф122.4649.848.7434KL24拉筋Ф60.34124.080.9135KL24四跨下部筋ф257.45429.80114.92 浙江**学院本科毕业论文正文36KL24支座筋ф204.9729.9424.5337KL24支座筋ф203.8527.7019.0038KL24箍筋Ф101.63454.4033.56本页小计:131.27755.11钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL24腰筋ф125.86423.4420.832KL24拉筋Ф60.343010.202.273KL24五跨下部筋ф259.82439.28151.474KL24支座筋ф204.9729.9424.535KL24支座筋ф203.8527.7019.006KL24吊筋ф162.6925.388.507KL24箍筋Ф81.84072.0028.438KL24腰筋ф127.06428.2425.099KL24拉筋Ф60.343612.242.7210KL24六跨下部筋ф259.35437.40144.2211KL24支座筋ф202.925.8014.3112KL24吊筋ф162.6925.388.5013KL24箍筋Ф81.84072.0028.4314KL24腰筋ф127.04428.1625.0215KL24拉筋Ф60.343612.242.7216LL6一跨下部筋ф186.45212.9025.7917LL6一跨下部筋ф166.3416.3410.0118LL6支座筋ф225.08210.1630.3419LL6箍筋Ф61.52740.509.0020LL6上部贯通筋ф1821.42242.8485.6421LL6二跨下部筋ф189.51219.0238.0222LL6二跨下部筋ф169.0919.0914.3623LL6箍筋Ф61.54364.5014.3324LL6三跨下部筋ф186.73213.4626.9125LL6三跨下部筋ф166.6716.6710.5426LL6箍筋Ф61.53045.0010.0027KL23一跨下部筋ф166.22318.6629.4728KL23支座筋ф162.2712.273.5929KL23支座筋ф225.1715.1715.4430KL23支座筋ф22428.0023.8931KL23箍筋Ф61.52639.008.6632KL23上部贯通筋ф1837.51275.02149.9733KL23二跨下部筋ф2512.12224.2493.4834KL23下部筋ф229.619.6028.6735KL23支座筋ф225.1715.1715.44 浙江**学院本科毕业论文正文36KL23支座筋ф22428.0023.8937KL23吊筋ф162.9725.949.3838KL23箍筋Ф824284.0033.17本页小计:139.731076.3钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL23腰筋ф127.36644.1639.242KL23拉筋Ф60.345719.384.303KL23三跨下部筋ф207.1214.2035.054KL23三跨下部筋ф186.8516.8513.695KL23支座筋ф225210.0029.866KL23支座筋ф223.8827.7623.177KL23箍筋Ф101.64368.8042.458KL23腰筋ф125.86423.4420.839KL23拉筋Ф60.343812.922.8710KL23四跨下部筋ф259.87219.7476.1211KL23下部筋ф229.3419.3427.8912KL23支座筋ф204.914.9012.0913KL23支座筋ф203.7827.5618.6614KL23箍筋Ф81.64775.2029.6915KL23腰筋ф127.11428.4425.2716KL23拉筋Ф60.343612.242.7217KL23五跨下部筋ф259.4218.8072.5018KL23五跨下部筋ф229.1719.1727.3819KL23支座筋ф202.9225.8414.4120KL23箍筋Ф81.64165.6025.9021KL23腰筋ф127.09428.3625.2022KL23拉筋Ф60.343612.242.7223KL29一跨下部筋ф166.22318.6629.4724KL29支座筋ф162.2712.273.5925KL29支座筋ф205.0815.0812.5426KL29支座筋ф203.9427.8819.4527KL29箍筋Ф61.52639.008.6628KL29上部贯通筋ф1814.48228.9657.8929KL29二跨下部筋ф259.65328.95111.6430KL29支座筋ф253.1413.1412.1131KL29吊筋ф162.9725.949.3832KL29箍筋Ф624182.0018.2133KL29腰筋ф127.24643.4438.6034KL29拉筋Ф60.345418.364.0835LL5一跨下部筋ф185.68422.7245.42 浙江**学院本科毕业论文正文36LL5下部筋ф165.63211.2617.7937LL5支座筋ф203.75415.0037.0238LL5箍筋Ф61.55481.0017.99本页小计:117.14898.71钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL5上部贯通筋ф1614.43457.7291.172LL5二跨下部筋ф142.09612.5415.163LL5支座筋ф203.75415.0037.024LL5箍筋Ф61.52030.006.665LL5三跨下部筋ф205.7634.2084.416LL5支座筋ф202.2849.1222.517LL5箍筋Ф61.55481.0017.998KL9一跨下部筋ф186.32212.6425.279KL9一跨下部筋ф166.3216.329.9810KL9支座筋ф182.3012.304.6011KL9支座筋ф185.09210.1820.3512KL9支座筋ф183.9427.8815.7513KL9箍筋Ф81.63251.2020.2214KL9腰筋ф125.34421.3618.9815KL9拉筋Ф60.36145.041.1216KL9上部贯通筋ф1814.48228.9657.8917KL9二跨下部筋ф259.65219.3074.4318KL9二跨下部筋ф229.4219.4228.1319KL9支座筋ф203.0726.1415.1520KL9箍筋Ф1024182.0050.5921KL9腰筋ф127.24643.4438.6022KL9拉筋Ф60.365419.444.3223KL8一跨下部筋ф166.24318.7229.5724KL8支座筋ф162.2912.293.6225KL8支座筋ф225.08210.1630.3426KL8箍筋Ф61.63251.2011.3727KL8腰筋ф125.39421.5619.1628KL8拉筋Ф60.34289.522.1129KL8上部贯通筋ф1814.58229.1658.2930KL8二跨下部筋ф209.31327.9368.9331KL8支座筋ф223.0426.0818.1632KL8箍筋Ф81.64267.2026.5433KL8腰筋ф127.4429.6026.3034KL8拉筋Ф60.343812.922.8735KL1一跨下部筋ф163.76311.2817.82 浙江**学院本科毕业论文正文36KL1支座筋ф184.4728.9417.8737KL1箍筋Ф101.61422.4013.8238KL1腰筋ф122.89411.5610.27本页小计:157.61859.73钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL1拉筋Ф60.34165.441.212KL1上部贯通筋ф1832.27264.54129.023KL1二跨下部筋ф227.82323.4670.064KL1支座筋ф204.4714.4711.035KL1支座筋ф203.4526.9017.036KL1箍筋Ф81.63759.2023.387KL1腰筋ф126.46425.8422.968KL1拉筋Ф60.343210.882.429KL1三跨下部筋ф207.66215.3237.8110KL1三跨下部筋ф187.4517.4514.8911KL1支座筋ф205.1315.1312.6612KL1支座筋ф203.9527.9019.5013KL1箍筋Ф81.63759.2023.3814KL1腰筋ф126.46425.8422.9615KL1拉筋Ф60.343210.882.4216KL1四跨下部筋ф229.85329.5588.2417KL1支座筋ф205.1315.1312.6618KL1支座筋ф203.9527.9019.5019KL1箍筋Ф81.64267.2026.5420KL1腰筋ф127.46429.8426.5121KL1拉筋Ф60.343812.922.8722KL1五跨下部筋ф186.32212.6425.2723KL1五跨下部筋ф166.2616.269.8924KL1支座筋ф162.2912.293.6225KL1箍筋Ф81.63251.2020.2226KL1腰筋ф125.39421.5619.1627KL1拉筋Ф60.34289.522.1128KL2一跨下部筋ф163.71311.1317.5829KL2支座筋ф224.529.0026.8830KL2箍筋Ф61.61320.804.6231KL2腰筋ф122.84411.3610.0932KL2拉筋Ф60.34144.761.0633KL2上部贯通筋ф1832.27264.54129.0234KL2二跨下部筋ф227.72430.8892.2235KL2二跨下部筋ф207.45214.9036.77 浙江**学院本科毕业论文正文36KL2支座筋ф224.529.0026.8837KL2支座筋ф223.527.0020.9038KL2吊筋ф162.4124.827.61本页小计:110.23930.72钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL2箍筋Ф81.63759.2023.382KL2腰筋ф126.36425.4422.603KL2拉筋Ф60.343210.882.424KL2三跨下部筋ф227.72430.8892.225KL2支座筋ф225.17210.3430.886KL2支座筋ф22428.0023.897KL2箍筋Ф81.63759.2023.388KL2腰筋ф126.36425.4422.609KL2拉筋Ф60.343210.882.4210KL2四跨下部筋ф229.75439.00116.4611KL2四跨下部筋ф209.39218.7846.3512KL2支座筋ф225.17210.3430.8813KL2支座筋ф22428.0023.8914KL2吊筋ф162.9725.949.3815KL2箍筋Ф824896.0037.9116KL2腰筋ф127.36429.4426.1617KL2拉筋Ф60.343812.922.8718KL2五跨下部筋ф226.39425.5676.3319KL2支座筋ф222.3612.367.0520KL2箍筋Ф101.83257.6035.5421KL2腰筋ф125.34421.3618.9822KL2拉筋Ф60.34289.522.1123LL2一跨下部筋ф143.73311.1913.5324LL2支座筋ф204.4228.8421.8225LL2箍筋Ф61.31519.504.3326LL2上部贯通筋ф1626.43252.8683.4927LL2二跨下部筋ф207.81215.6238.5528LL14一跨下部筋ф143.0939.2711.2129LL14支座筋ф144.4214.425.3530LL14箍筋Ф61.31519.504.3331LL14上部贯通筋ф2027.11254.22133.8132LL14二跨下部筋ф186.68320.0440.0633LL14支座筋ф184.4214.428.8434LL14箍筋Ф61.63860.8013.5035LL14腰筋ф126.61426.4423.49 浙江**学院本科毕业论文正文36LL14拉筋Ф60.343411.562.5737LL14三跨下部筋ф146.59319.7723.9138LL14支座筋ф185.0815.0810.16本页小计:154.76961.89钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL14箍筋Ф61.63860.8013.502LL14腰筋ф126.61426.4423.493LL14拉筋Ф60.343411.562.574LL14四跨下部筋ф207.7323.1057.015LL14箍筋Ф61.64978.4017.416LL14腰筋ф127.6430.4027.017LL14拉筋Ф60.343812.922.878LL15一跨下部筋ф143.0939.2711.219LL15支座筋ф144.4214.425.3510LL15箍筋Ф61.31519.504.3311LL15上部贯通筋ф1618.18236.3657.4312LL15二跨下部筋ф146.59319.7723.9113LL15支座筋ф204.4214.4210.9114LL15箍筋Ф61.33849.4010.9715LL15三跨下部筋ф146.59319.7723.9116LL15箍筋Ф61.33849.4010.9717WKL32一跨下部ф163.76311.2817.8218WKL32箍筋Ф61.61422.404.9819WKL32腰筋ф123.46413.8412.3020WKL32拉筋Ф60.34165.441.2121WKL32上部贯通Ф2032.51265.02160.4722WKL32二跨下部ф187.45214.9029.7923WKL32二跨下部ф167.3917.3911.6724WKL32支座筋ф204.5329.0622.3625WKL32支座筋ф253.53310.5940.8426WKL32箍筋Ф81.64368.8027.1727WKL32腰筋ф126.99427.9624.8428WKL32拉筋Ф60.343210.882.4229WKL32三跨下部ф257.95215.9061.3130WKL32三跨下部ф227.6617.6622.8731WKL32支座筋ф225.15210.3030.7632WKL32支座筋ф223.99415.9647.6633WKL32箍筋Ф101.872129.6079.9634WKL32腰筋ф126.94427.7624.6635WKL32拉筋Ф60.346221.084.68 浙江**学院本科毕业论文正文36WKL32四跨下部ф229.72658.32174.1637WKL32支座筋ф205.0515.0512.4638WKL32支座筋ф203.8927.7819.20本页小计:183.04953.4钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1WKL32箍筋Ф1024896.0059.232WKL32腰筋ф127.91431.6428.113WKL32拉筋Ф60.343812.922.874WKL32五跨下部ф186.39212.7825.555WKL32五跨下部ф166.3316.3310.006WKL32支座筋ф162.3812.383.767WKL32箍筋Ф81.63251.2020.228WKL32腰筋ф125.94423.7621.119WKL32拉筋Ф60.34289.522.1110KL26一跨下部ф205.08315.2437.6111KL26支座筋ф201.8211.824.4912KL26箍筋Ф61.52030.006.6613KL26上部贯通筋ф209.81219.6248.4214KL26二跨下部筋ф204.85314.5535.9115KL26箍筋Ф61.52639.008.6616LL10一跨下部筋ф142.0936.277.5817LL10支座筋ф203.7513.759.2618LL10箍筋Ф61.61016.003.5519LL10腰筋ф122.1148.447.5020LL10拉筋Ф60.34124.080.9121LL10上部贯通筋ф189.08218.1636.3022LL10二跨下部筋ф225.7211.4034.0423LL10二跨下部筋ф205.715.7014.0724LL10箍筋Ф81.63352.8020.8525LL10腰筋ф125.61422.4419.9426LL10拉筋Ф60.34289.522.1127KL18一跨下部ф259.87219.7476.1228KL18一跨下部ф229.57219.1457.1629KL18支座筋ф223.113.109.2630KL18支座筋ф222.5225.0415.0531KL18支座筋ф225.0815.0815.1732KL18支座筋ф223.9427.8823.5333KL18箍筋ф1224794.0083.5234KL18腰筋ф127.24643.4438.6035KL18拉筋Ф60.345418.364.08 浙江**学院本科毕业论文正文36KL18上部贯通筋ф2214.89229.7888.9337KL18二跨下部筋ф186.37212.7425.4738KL18二跨下部筋ф166.3116.319.97本页小计:131.25786.43钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL18支座筋ф252.4812.489.562KL18箍筋Ф81.63149.6019.593KL18腰筋ф125.24420.9618.624KL18拉筋Ф60.34268.841.965LL4一跨下部筋ф226.66426.6479.556LL4一跨下部筋ф206.56213.1232.387LL4支座筋ф203.75415.0037.028LL4箍筋Ф61.55481.0017.999LL4上部贯通筋ф1814.58458.32116.5910LL4二跨下部筋ф142.84617.0420.6111LL4支座筋ф203.75415.0037.0212LL4箍筋Ф61.52030.006.6613LL4三跨下部筋ф186.24424.9649.9014LL4三跨下部筋ф166.18212.3619.5215LL4箍筋Ф61.55481.0017.9916KL27一跨下部筋ф259.87219.7476.1217KL27一跨下部筋ф229.57219.1457.1618KL27支座筋ф253.1413.1412.1119KL27支座筋ф205.08210.1625.0720KL27支座筋ф203.9427.8819.4521KL27箍筋Ф1024182.0050.5922KL27腰筋ф127.24428.9625.7323KL27拉筋Ф60.343612.242.7224KL27上部贯通筋ф1814.58229.1658.2925KL27二跨下部筋ф166.31318.9329.9026KL27支座筋ф162.3412.343.7027KL27箍筋Ф61.62540.008.8828KL27腰筋ф125.24420.9618.6229KL27拉筋Ф60.34268.841.9630KL28一跨下部筋ф209.37328.1169.3831KL28支座筋ф223.1013.109.2632KL28支座筋205.0815.0812.5433KL28支座筋203.9427.8819.4534KL28箍筋Ф824182.0032.3835KL28腰筋127.24643.4438.60 浙江**学院本科毕业论文正文36KL28拉筋Ф60.345418.364.0837KL28上部贯通筋1814.58229.1658.2938KL28二跨下部筋166.31318.9329.90本页小计:164.8984.34钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL28支座筋162.3412.343.702KL28箍筋Ф61.62540.008.883KL28腰筋125.23420.9218.594KL28拉筋Ф60.34268.841.96514.95梁6LL12下部纵筋ф183.78311.3422.677LL12箍筋Ф61.21821.604.808LL12上部贯通筋ф144.2228.4410.219KL22下部纵筋ф207.74323.2257.3110KL22箍筋Ф81.53857.0022.5111KL22附加箍筋Ф81.569.003.5512KL22上部贯通筋ф187.7215.4030.7913KL30下部纵筋ф189.61219.2238.4214KL30下部纵筋ф169.4519.4514.9315KL30腰筋ф128.27433.0829.3916KL30箍筋Ф61.64470.4015.6417KL30附加箍筋Ф61.669.602.1318KL30上部贯通筋ф169.45218.9029.8519KL20下部纵筋ф164.71314.1322.3220KL20箍筋Ф81.52030.0011.8521KL20上部贯通筋ф164.7129.4214.8822KL17下部纵筋ф166.39319.1730.2823KL17箍筋Ф61.52842.009.3324KL17上部贯通筋ф166.39212.7820.1925LL13一跨下部筋ф146.6319.8023.9426LL13支座筋ф204.4214.4210.9127LL13箍筋Ф61.33849.4010.9728LL13上部贯通筋ф1614.42228.8445.5529LL13二跨下部筋ф146.6319.8023.9430LL13箍筋Ф61.33849.4010.9731LL15一跨下部筋ф143.86311.5814.0032LL15支座筋ф144.4214.425.3533LL15箍筋Ф61.31519.504.3334LL15上部贯通筋ф1618.18236.3657.4335LL15二跨下部筋ф146.59319.7723.91 浙江**学院本科毕业论文正文36LL15支座筋ф204.42119.8023.9437LL15箍筋Ф61.3384.4210.9138LL15三跨下部筋ф146.59349.4010.97本页小计:117.83583.47钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL15箍筋Ф61.33849.4010.97218.55梁3LL18下部筋ф143.62310.8613.134LL18箍筋Ф61.21518.004.005LL18上部贯通筋ф143.8527.709.316LL19下部纵筋ф229.39218.7856.087LL19下部纵筋ф209.2419.2422.808LL19腰筋ф127.61430.4427.059LL19箍筋Ф61.63759.2013.1510LL19上部贯通筋ф149.41218.8222.7611LL20下部纵筋ф143.52310.5612.7712LL20箍筋Ф61.31418.204.0413LL20上部贯通筋ф143.8527.709.3114KL43下部筋ф226.51426.0477.7615KL43腰筋ф125.46421.8419.4016KL43箍筋Ф81.62641.6016.4317KL43支座筋ф224.0328.0624.0718KL43支座筋ф222.9725.9417.7419KL43支座筋ф222.0348.1224.2520KL43挑梁腰筋ф121.9847.927.0421KL43挑梁腰筋Ф81.61524.009.4822KL43挑梁腰筋Ф60.36103.600.8023KL43上部贯通筋ф206.9213.8034.0624WKL51一跨下部ф166.26318.7829.6625WKL51箍筋Ф82.22657.2022.5926WKL51腰筋ф125.96635.7631.7727WKL51拉筋Ф60.364215.123.3628WKL51上部贯通ф1838.62277.24154.4129WKL51二跨下部ф165.75317.2527.2530WKL51箍筋Ф82.22963.8025.1931WKL5腰筋ф125.44632.6429.0032WKL51三跨下部ф163.45310.3516.3533WKL51支座筋ф164.1428.2813.0834WKL51箍筋Ф82.21226.4010.4235WKL51腰筋ф123.14618.8416.74 浙江**学院本科毕业论文正文36WKL51四跨下部ф187428.0055.9737WKL51支座筋ф204.914.9012.0938WKL51箍筋Ф81.63556.0022.11本页小计:142.54763.85钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1WKL51腰筋ф126.54639.2434.862WKL51五跨下部ф209.3218.6045.903WKL51下部筋ф188.9918.9917.974WKL51支座筋ф184.929.8019.595WKL51箍筋Ф82.24190.2035.626WKL51腰筋ф127.74646.4441.267WKL51六跨下部ф209.01218.0244.478WKL51下部筋ф188.8618.8617.719WKL51箍筋Ф82.24190.2035.6210WKL51腰筋ф127.66645.9640.8311LL24一跨下部筋ф146.23318.6922.6012LL24支座筋ф163.7513.755.9213LL24箍筋Ф61.32735.107.8014LL24上部贯通筋ф1412224.0029.0215LL24二跨下部筋ф145.6316.8020.3216LL24箍筋Ф61.33039.008.6617LL25一跨下部筋ф168.79217.5827.7718LL25一跨下部筋ф147.9217.929.5819LL25支座筋ф184.8814.889.7620LL25箍筋Ф61.34254.6012.1321LL25上部贯通筋ф2016.29232.5880.4122LL25二跨下部筋ф167.88215.7624.8923LL25二跨下部筋ф147.8217.829.4624LL25箍筋Ф61.34254.6012.1325LL8一跨下部筋ф166.34212.6820.0326LL8一跨下部筋ф146.2316.237.5327LL8支座筋ф183.7513.757.5028LL8箍筋Ф61.62743.209.6029LL8腰筋ф125.61422.4419.9430LL8拉筋Ф60.34289.522.1131LL8上部贯通筋ф2015.19230.3874.9832LL8二跨下部筋ф165.9211.8018.6433LL8二跨下部筋ф145.6315.636.8134LL8箍筋Ф81.62438.4015.1635LL8腰筋ф125.01420.0417.81 浙江**学院本科毕业论文正文36LL8拉筋Ф60.34268.841.9637LL8三跨下部筋ф143.2239.6611.6838LL8箍筋Ф61.61320.804.62本页小计:145.41687.24钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL8腰筋ф122.71410.849.632LL8拉筋Ф60.34144.761.063KL24一跨下部筋ф166.22318.6629.474KL24支座筋ф162.2712.273.595KL24支座筋ф253.8213.8214.736KL24箍筋Ф61.52639.008.667KL24上部贯通筋ф1837.51275.02149.978KL24二跨下部筋ф185.08210.1620.319KL24二跨下部筋ф165.6415.648.9110KL24支座筋ф183.4313.436.8611KL24箍筋Ф81.82952.2020.6112KL24腰筋ф125.34421.3618.9813KL24拉筋Ф60.34248.161.8114KL24三跨下部筋ф163.35310.0515.8715KL24支座筋ф204.1728.3420.5816KL24支座筋ф203.2526.5016.0417KL24箍筋Ф61.61117.603.9118KL24腰筋ф122.4649.848.7419KL24拉筋Ф60.34124.080.9120KL24四跨下部筋ф257.45429.80114.9221KL24支座筋ф204.9729.9424.5322KL24支座筋ф203.8527.7019.0023KL24箍筋Ф101.63454.4033.5624KL24腰筋ф125.86423.4420.8325KL24拉筋Ф60.343010.202.2726KL24五跨下部筋ф259.82439.28151.4727KL24支座筋ф204.9729.9424.5328KL24支座筋ф203.8527.7019.0029KL24吊筋ф162.6925.388.5030KL24箍筋Ф81.84072.0028.4331KL24腰筋ф127.06428.2425.0932KL24拉筋Ф60.343612.242.7233KL24六跨下部筋ф259.35437.40144.2234KL24支座筋ф202.925.8014.3135KL24吊筋ф162.6925.388.50 浙江**学院本科毕业论文正文36KL24箍筋Ф81.84072.0028.4337KL24腰筋ф127.04428.1625.0238KL24拉筋Ф60.343612.242.72本页小计:135.09923.6钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL11一跨下部筋ф169.09981.81129.222LL11支座筋ф205.08315.2437.613LL11箍筋Ф61.6129206.4045.854LL11腰筋ф127.611291.3281.145LL11拉筋Ф60.3411438.768.616LL11上部贯通筋ф1831.676190.02379.877LL11二跨下部筋ф167642.0066.348LL11下部筋ф146.73320.1924.429LL11支座筋ф224.88314.6443.7210LL11箍筋Ф61.6108172.8038.3811LL11腰筋ф126.111273.3265.1412LL11拉筋Ф60.349632.647.2513LL11三跨下部筋ф189.2982.80165.5214LL11支座筋ф204.88629.2872.2615LL11箍筋Ф61.8126226.8050.3816LL11腰筋ф127.311287.7277.9417LL11拉筋Ф60.3411840.128.9118LL11四跨下部筋ф229.09654.54162.8719LL11四跨下部筋ф208324.0059.2320LL11箍筋Ф61.8126226.8050.3821LL11腰筋ф127.311287.7277.9422LL11拉筋Ф60.3411840.128.9123LL6一跨下部筋ф186.45212.9025.7924LL6一跨下部筋ф166.3416.3410.0125LL6支座筋ф225.08210.1630.3426LL6箍筋Ф61.52740.509.0027LL6上部贯通筋ф1821.42242.8485.6428LL6二跨下部筋ф189.51219.0238.0229LL6二跨下部筋ф169.0919.0914.3630LL6箍筋Ф61.54364.5014.3331LL6三跨下部筋ф186.73213.4626.9132LL6三跨下部筋ф166.6716.6710.5433LL6箍筋Ф61.53045.0010.0034LL6腰筋ф126.11424.4421.7135LL6拉筋Ф60.343210.882.42 浙江**学院本科毕业论文正文36LL23一跨下部筋ф146.23318.6922.6037LL23支座筋ф205.0815.0812.5438LL23箍筋Ф61.32735.107.80本页小计:262.221741.68钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL23上部贯通筋ф1637.35274.70117.992LL23二跨下部筋ф169.25218.5029.223LL23二跨下部筋ф148.8918.8910.754LL23支座筋ф205.0815.0812.545LL23箍筋Ф61.34355.9012.426LL23三跨下部筋ф146.84320.5224.827LL23支座筋ф204.8829.7624.098LL23箍筋Ф61.33039.008.669LL23四跨下部筋ф168.95217.9028.2710LL23下部筋ф147.9317.939.5911LL23支座筋ф204.8829.7624.0912LL23箍筋Ф61.34254.6012.1313LL23五跨下部筋ф167.88215.7624.8914LL23下部筋ф147.8817.889.5315LL23箍筋Ф61.34254.6012.1316WKL50一跨下部ф166.26318.7829.6617WKL50支座筋ф185.1315.1310.2618WKL50箍筋Ф62.22657.2012.7119WKL50腰筋ф125.39632.3428.7320WKL50拉筋Ф60.364215.123.3621WKL50上部贯通ф1838.62277.24154.4122WKL50二跨下部ф209.6219.2047.3923WKL50下部筋ф189.319.3018.5924WKL50支座筋ф185.1315.1310.2625WKL50箍筋Ф62.24292.4020.5226WKL50腰筋ф127.46644.7639.7727WKL50三跨下部ф166.85320.5532.4628WKL50支座筋ф164.9314.937.7929WKL50箍筋Ф62.22963.8014.1730WKL50腰筋ф127.46644.7639.7731WKL50四跨下部ф206.85320.5550.7232WKL支座筋50ф184.9329.8619.7133WKL50箍筋Ф62.24190.2020.0434WKL50腰筋ф127.2643.2038.3835WKL50五跨下部ф209.01327.0366.71 浙江**学院本科毕业论文正文36WKL50箍筋Ф62.24190.2020.0437WKL50腰筋ф127.09642.5437.8038KL25一跨下部筋ф166.22318.6629.47本页小计:136.18977.66钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL25支座筋ф162.2812.283.602KL25支座筋ф163.8213.826.033KL25箍筋Ф61.62641.609.244KL25腰筋ф125.34421.3618.985KL25拉筋Ф60.34289.522.116KL25上部贯通筋ф1837.51275.02149.977KL25二跨下部筋ф165.65316.9526.778KL25支座筋ф163.4313.435.429KL25箍筋Ф81.62946.4018.3210KL25腰筋ф124.76419.0416.9211KL25拉筋Ф60.34248.161.8112KL25三跨下部筋ф163.35310.0515.8713KL25支座筋ф204.1728.3420.5814KL25支座筋ф203.2526.5016.0415KL25箍筋Ф61.61117.603.9116KL25腰筋ф122.4649.848.7417KL25拉筋Ф60.34124.080.9118KL25四跨下部筋ф227.22321.6664.6819KL25支座筋ф204.9714.9712.2720KL25支座筋ф203.8527.7019.0021KL25箍筋Ф81.63454.4021.4822KL25腰筋ф125.86423.4420.8323KL25拉筋Ф60.343010.202.2724KL25五跨下部筋ф229.45328.3584.6625KL25支座筋ф204.9714.9712.2726KL25支座筋ф203.8527.7019.0027KL25箍筋Ф81.64064.0025.2728KL25腰筋ф127.06428.2425.0929KL25拉筋Ф60.343612.242.7230KL25六跨下部筋ф229.12327.3681.7031KL25支座筋ф202.925.8014.3132KL25箍筋Ф81.64064.0025.2733KL25腰筋ф127.04428.1625.0234KL25拉筋Ф60.343612.242.7235LL8一跨下部筋ф165.63211.2617.79 浙江**学院本科毕业论文正文36LL8一跨下部筋ф145.5915.596.7637LL8支座筋ф183.7513.757.5038KL25支座筋ф202.925.8014.31本页小计:116.03714.11钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KL25箍筋Ф81.64064.0025.272KL25腰筋ф127.04428.1625.023KL25拉筋Ф60.343612.242.724KL28一跨下部筋ф209.37328.1169.385KL28支座筋ф223.1013.109.266KL28支座筋ф205.0815.0812.547KL28支座筋ф203.9427.8819.458KL28箍筋Ф824182.0032.389KL28腰筋ф127.24643.4438.6010KL28拉筋Ф60.345418.364.0811KL28上部贯通筋ф1814.58229.1658.2912KL28二跨下部筋ф166.31318.9329.9013KL28支座筋ф162.3412.343.7014KL28箍筋Ф61.62540.008.8815KL28腰筋ф125.23420.9218.5916KL28拉筋Ф60.34268.841.9617WKL55一跨下部ф186.45958.05116.0518WKL55支座筋ф185.1315.3030.5919WKL55箍筋Ф81.381105.3041.5820WKL55上部贯通ф1814.82688.92177.7621WKL55二跨下部ф189.13982.17164.2622WKL支座筋55ф183.0539.1518.2923WKL55箍筋Ф81.3111144.3056.9824WKL49一跨下部ф166.26318.7829.6625WKL49支座筋ф205.17210.3425.5226WKL49箍筋Ф81.62641.6016.4327WKL49腰筋ф125.39421.5619.1628WKL49拉筋Ф60.34289.522.1129WKL49上部贯通ф2015.31230.6275.5730WKL49二跨下部ф169.03327.0942.7931WKL49箍筋Ф81.34355.9022.0732WKL48一跨下部ф166.26318.7829.6633WKL48支座筋ф205.17420.6851.0434WKL48箍筋Ф81.62641.6016.4335WKL48腰筋ф125.39421.5619.16 浙江**学院本科毕业论文正文36WKL48拉筋Ф60.34289.522.1137WKL48上部贯通ф1815.22230.4460.8538WKL48二跨下部ф169.03327.0942.79本页小计:2331187.88钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1WKL48箍筋Ф81.64368.8027.172WKL48腰筋ф127.51430.0426.693WKL48拉筋Ф60.343812.922.874WKL41一跨下部ф163.76311.2817.825WKL41箍筋Ф81.61422.408.856WKL41腰筋ф122.89411.5610.277WKL41拉筋Ф60.34165.441.218WKL41上部贯通ф1832.78265.56131.069WKL41二跨下部ф164.10312.3019.4310WKL41箍筋Ф81.31519.507.7011WKL41三跨下部ф164.10312.3019.4312WKL41箍筋Ф81.31519.507.7013WKL41四跨下部ф164.10312.3019.4314WKL41箍筋Ф81.31519.507.7015WKL41五跨下部ф164.10312.3019.4316WKL41支座筋ф165.1315.138.1017WKL41箍筋Ф81.31519.507.7018WKL41六跨下部ф2510.22220.4478.8219WKL41六跨下部ф229.6919.6928.9420WKL41支座筋ф225.13210.2630.6421WKL41箍筋Ф81.64876.8030.3322WKL41腰筋ф127.46429.8426.5123WKL41拉筋Ф60.343812.922.8724WKL41七跨下部ф166.233382105.743326.0625WKL41箍筋Ф81.646.402.5326WKL41腰筋ф125.3928150.92134.0927WKL41拉筋Ф60.3431.020.2328LL21一跨下部筋ф142.7338.199.9029LL21支座筋ф183.7527.5014.9930LL21箍筋Ф61.51015.003.3331LL21上部贯通筋ф189.49218.9837.9432LL21二跨下部筋ф206.3318.9046.6533LL21箍筋Ф61.52740.509.0034LL22一跨下部筋ф226.67213.3439.8435LL22一跨下部筋ф206.5616.5616.19 浙江**学院本科毕业论文正文36LL22支座筋ф143.7513.754.5337LL22箍筋Ф61.63352.8011.7338LL22腰筋ф125.61422.4419.94本页小计:130.924086.7钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL22拉筋Ф60.34289.522.112LL22上部贯通筋ф1615230.0047.393LL22二跨下部筋ф142.8438.5210.304LL22支座筋ф203.7527.5018.515LL22箍筋Ф61.61016.003.556LL22腰筋ф122.1148.447.507LL22拉筋Ф60.34124.080.918LL22三跨下部筋ф166.18318.5429.289LL22箍筋Ф61.63352.8011.7310LL22腰筋ф125.61422.4419.9411LL22拉筋Ф60.34289.522.1112坡屋顶13WKL52下部筋ф226.51426.0477.7614WKL52腰筋ф125.46421.8419.4015WKL52支座筋ф202.612.606.4216WKL52箍筋Ф81.63556.0022.1117WKL52支座筋ф204.0314.039.9518WKL52支座筋ф161.9435.829.1919WKL52腰筋ф121.9847.927.0420WKL52箍筋Ф81.61117.606.9521WKL52拉筋Ф60.36124.320.9622WKL52上部贯通ф2011.36222.7256.0723WKL53下部筋ф226.51426.0477.7624WKL53腰筋ф125.46421.8419.4025WKL53支座筋ф202.612.606.4226WKL53箍筋Ф81.63962.4024.6427WKL53附加箍筋Ф81.669.603.7928WKL53支座筋ф224.0328.0624.0729WKL53挑梁上部ф222.9725.9417.7430WKL53挑梁上部ф161.9435.829.1931WKL53挑梁腰筋ф121.9847.927.0432WKL53挑梁腰筋Ф81.61117.606.9533WKL53挑梁腰筋Ф60.36124.320.9634WKL53上部贯通ф2011.14222.2854.9935LL26下部筋ф186.24212.4824.95 浙江**学院本科毕业论文正文36LL26下部筋ф166.1816.189.7637LL26腰筋ф125.61422.4419.9438LL26箍筋Ф61.62743.209.60本页小计:96.37590.01钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1LL26上部贯通筋ф146.75213.5016.332WKL60下部筋ф166.23318.6929.523WKL60腰筋ф125.39421.5619.164WKL60箍筋Ф81.63454.4021.485WKL60挑梁上部ф224.0828.1624.376WKL60挑梁上部ф22326.0017.927WKL60挑梁下部ф162.0236.069.578WKL60挑梁腰筋ф121.9847.927.049WKL60挑梁箍筋Ф81.61117.606.9510WKL60挑梁拉筋Ф60.36124.320.9611WKL60上部贯通ф2011.07222.1454.6412LL27下部筋ф163.2839.8415.5413LL27吊筋ф20212.004.9414LL27箍筋Ф61.22024.005.3315LL27附加箍筋Ф61.267.201.6016LL27上部贯通筋ф143.4526.908.3417WKL54一跨下部ф163.44620.6432.6018WKL54支座筋ф164.1328.2613.0519WKL54箍筋Ф61.62438.408.5320WKL54腰筋ф122.56820.4818.2021WKL54拉筋Ф60.34289.522.1122WKL54上部贯通ф2010.94443.76108.0023WKL54二跨下部ф206.95641.70102.9224WKL54箍筋Ф81.670112.0044.2325WKL54腰筋ф125.96847.6842.3626WKL54拉筋Ф60.346020.404.5327LL28一跨下部筋ф162.7338.1912.9428LL28箍筋Ф61.61625.605.6929LL28腰筋ф122.71410.849.6330LL28拉筋Ф60.34186.121.3631LL28上部贯通筋ф1410.51221.0225.4232LL28二跨下部筋ф166.13318.3929.0533LL28箍筋Ф61.63962.4013.8634LL28腰筋ф126.11424.4421.7135LL28拉筋Ф60.344013.603.02 浙江**学院本科毕业论文正文364.15、7.5、11.35板371-1/1ф102.484201.60124.3938ф102.284184.80114.02本页小计:119.65861.66钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1A-Bф103.457193.80119.572ф103.257182.40112.5432-5ф107.984663.60409.444ф107.784646.80399.0851-5ф107.4990674.10415.926ф106.4590580.50358.177A-1/Bф107.492131595.37984.348ф106.452131373.85847.679B-1/Bф104.492251010.25623.3210ф103.45225776.25478.95117-8ф108.943903486.602151.2312ф107.43902886.001780.6613D-Hф1013.812162982.961840.4914ф1013.612162939.761813.83151-5ф1013.813424723.022914.1016ф1013.613424654.622871.90171/B-Hф1023.971954674.152883.9518ф1023.771954635.152859.8919ф1017.361953385.202088.6720ф1017.161953346.202064.6121D-Hф1013.812433355.832070.5522ф1013.612433307.232040.5623ф102.5884216.72133.7224ф102.9954161.4699.6225ф102.8554153.9094.9626Ф82.088401747.20689.9327Ф82.26357806.82318.6028Ф82.58147379.26149.7629Ф82.46369907.74358.4530ф100.75739.9024.6231Ф61557855.00189.9132垫撑ф100.348428.5617.623314．95板342-5ф107.1528200.20123.5235ф106.9528194.60120.07 浙江**学院本科毕业论文正文361-5ф1012.311201477.20911.4337ф1012.111201453.20896.6238B-Dф1013.8145621.45383.43本页小计:1706.6534935.05钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1ф1013.6145612.45377.882A-Dф1017.22681170.96722.483ф1017.02681157.36714.094(5-1/6)(1/B-D)ф108.8176669.56413.125ф108.6176654.36403.746ф106.460384.00236.937ф106.260372.00229.528内沿沟ф100.95286271.70167.649Ф813.6681.6032.2210Ф8176102.0040.28117-8ф108.941241108.56683.9812ф107.4124917.60566.1613D-Hф1013.868938.40578.9914ф1013.668924.80570.6015ф1026.29611603.69989.4816ф1013.611201633.201007.6817ф102.582769.6642.9818ф102.991853.8233.2119ф102.851851.3031.6520Ф82.0885176.8069.8121ф100.559552.2532.2422Ф615115.003.3323ф100.342200748.00461.5224女儿墙柱ф122.25144324.00287.8725Ф60.96260249.6055.4426Ф60.85288244.8054.372718.55板28（1-3）(A-B）Ф87.828218.4086.2429Ф87.928221.2087.3530Ф83.371234.3092.5231Ф83.471241.4095.3232Ф82.31125.309.9933Ф62.2812.280.5134Ф81.22226.4010.4235Ф61.1822.360.52 浙江**学院本科毕业论文正文36Ф80.494220.588.1337(1-2)(D-H)Ф85.8106614.80242.7738Ф85.9106625.40246.96本页小计:1136.188551.76钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1Ф812.1353642.89253.862Ф812.2353648.19255.963(2-6)(D-F)Ф814.1362876.06345.944Ф814.2362882.26348.395Ф87129903.00356.586Ф87.1129915.90361.677(2-4)(F-G)Ф85.224124.8049.288Ф85.324127.2050.239Ф82.947136.3053.8210Ф8347141.0055.6811(2-4)(G-H）Ф85.220104.0041.0712Ф85.320106.0041.8613Ф82.4545110.2543.5414Ф82.5545114.7545.3115(4-5)(F-H)Ф82.953153.7060.6916Ф8353159.0062.7917Ф85.824139.2054.9718Ф85.924141.6055.9219(5-1/5)(F-H)Ф82.753143.1056.5120Ф82.853148.4058.6021(6-8)(D-F)Ф812.031361636.08646.0622Ф812.131361649.68651.4323Ф815.081081628.64643.1224Ф815.181081639.44647.3825沿沟D轴Ф81.05336352.80139.3126Ф634.556207.3046.05271-4/HФ81.05104109.2043.1228Ф610.93665.5814.57296-8/HФ81.05144151.2059.7130Ф614.93689.5819.90311#梯32LTL1,2,3ф163.8934.2054.0233ф183.8622.8045.5834Ф81.24857.6022.7535PT1ф103.41034.0020.98 浙江**学院本科毕业论文正文36ф103.21032.0019.7437ф101.92038.0023.4538ф101.72034.0020.98本页小计:5586.07184.75钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1Ф100.34206.804.202TB1Ф124.51045.0039.983Ф121.82036.0031.994TB2Ф1251155.0048.875Ф121.81119.8017.596Ф122.21124.2021.507Ф120.9119.908.808TB3Ф124.1540166.00147.499Ф121.54060.0053.3110Ф121.14044.0039.0911TB4Ф121.54060.0053.3112ф124.1540166.00147.4913ф121.54060.0053.3114ф120.94036.0031.9915ф1224080.0071.0816分布筋Ф81.39332461.48182.2317通长筋Ф83.340132.0052.1218垫撑ф120.36280100.8089.56192#梯20LTL4,5,6,7ф206.824163.20402.7821ф226.8320.4060.9222Ф81.590135.0053.3123Ф619090.0019.9924LZ1-1.7至-0.05ф162.05816.4025.9025-1.7至2.35ф165.22841.7665.9626Ф61.18088.0019.5527LZ2ф162.543281.28128.3828Ф619696.0021.32292.35板ф106.41276.8047.3930ф106.21274.4045.9031ф102.8560171.00105.5132ф102.653079.5049.0533ф100.345117.3410.7034TB5ф12538190.00168.8135ф12276152.00135.05 浙江**学院本科毕业论文正文36TB6ф103.9224873.60539.0137Ф61.7448761.60169.1738ф120.384316.3414.52本页小计:517.692659.44钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1ф100.3226885.7652.912构造柱3建2ф127104728.00646.814箍筋Ф60.961040998.40221.765拉筋Ф60.85760646.00143.496建3ф124.83121497.601330.597建4Ф60.9616381572.48349.288拉筋Ф60.8516201377.00305.869建5ф124.888422.40375.2910Ф60.96462443.5298.5111拉筋Ф60.85492418.2092.8912建6ф124.832153.60136.4713Ф60.96168161.2835.8214Ф60.85216183.6040.7815过梁16B=800ф101.32431.2019.2517ф121.32431.2027.7218B=1300ф101.823.602.2219ф121.823.603.2020B=1200ф101.74271.4044.0521ф121.74271.4063.4422B=1500ф102182364.00224.5923ф122182364.00323.4124Ф60.8413171106.28245.7325建2墙柱拉筋Ф60.8515201292.00286.9826建3Ф60.8530662606.10578.8727建5Ф60.85980833.00185.0328Ф60.85260221.0049.0929一层窗台拉梁ф1083.472166.94103.0030ф1284.62169.20150.3331Ф60.72391281.5262.5332二层窗台拉梁ф1098.182196.36121.1533ф1299.62199.20176.9934Ф60.72457329.0473.0935三、四层ф1087.184348.72215.16 浙江**学院本科毕业论文正文36ф1288.54354.00314.5237Ф60.72810583.20129.5438五层ф1081.672163.34100.78本页小计:2899.254431.88钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1ф1282.92165.80147.312Ф60.72379272.8860.613顶层窗台拉筋ф1010.51221.0212.974ф1210.7221.4019.015Ф60.725036.008.006电梯入口节点ф123.21651.2045.497Ф61.27691.2020.268建8压顶ф10119.215596.05367.769Ф61555555.00123.2810Ф854.63163.8064.6811Ф60.4283113.2025.1412通窗节点ф1014.7614206.64127.5013Ф60.514070.0015.5514Ф61.287089.6019.9015电梯井圈梁ф1232802560.002274.5116Ф60.96280268.8059.7117吊钩ф202.212.205.4318建5上人屋面网Ф4520100.009.87191-5Ф412.3881082.40106.8520B-DФ413.347625.1061.7121A-DФ416.334554.2054.7122建61-8Ф434.36341168.24115.33231-1/5Ф415.514217.0021.42241-4Ф410.4634355.6435.11256-8Ф414.4647679.6267.0926D-HФ412.31662041.80201.5727D-FФ4734238.0023.5028D-EФ4524120.0011.8529天沟ф1217272.0063.9730ф1417272.0087.0731雨篷ф184.3625.8051.5832ф12428.007.1133ф101.083739.9624.6634ф122.12246.2041.0535Ф64832.007.1136Ф60.52211.002.4437Ф8717.002.76 浙江**学院本科毕业论文正文38ф120.3206.005.33本页小计:1118.453280.75总计圆钢Φ(kg)24498.81螺纹钢ф(kg).1 浙江**学院本科毕业论文致谢10.门窗表编号尺寸数量总面积扣外墙扣内墙扣1/2墙过梁扣砌体C19.025×2.1118.9518.95C213.93×2.1258.4958.49C36.46×2.1113.56613.57C47.31×2.1230.6830.68C511.71×2.1249.1649.16C64.05×9.05136.69C76.01×9.05154.34C84.054×9.05136.69C95.6×2.1111.7611.76C107.1×2.1114.9114.91C111.5×2.4828.828.8C129.025×2.7124.3724.37C1313.93×2.7137.637.6LTC12061.2×0.610.720.72LTC12121.2×1.222.882.880.150.15LTC12211.2×2.11435.2835.781.051.05LTC15061.5×0.621.81.80.120.12LTC15121.5×1.211.81.80.60.6LTC15211.5×2.165204.75201.63.150.60.6M10.8×2.11321.846.7215.120.240.15M21.3×2.112.732.730.05M31.5×2.41243.210.832.40.690.69M41.5×2.4414.47.27.20.230.23合计745.406550.8749.4717.853.733.59'