《某教学楼工程施工组织设计和施工图预算编制11000字（论文）》

某教学楼工程施工组织设计和施工图预算编制摘要随着社会的不断进步和发展，建筑工程迎来了巨大的发展和机遇，建筑工程中运用进行了越来越多的施工技术，每种技术都有它的独到和需要重视之处，其中施工组织设计是对拟建工程提出一个全面完整的文件，作为施工准备和指导的依据，而施工图预算则是确定建筑工程的建造费用的一步方案，为的是考量和计算一个工程项目的成本做出有效的依据。施工组织设计和施工图预算的关系是相互影响、相互关联、相互依存的。本文针对舟山某教学楼进行设计和分析，包括主要对施工的进度，人员，计划的安排和造价编制说明，以作为对施工组织设计和施工图预算的学习交流，以促进个人对建筑工程的深入了解和相关知识技能的提高。关键词：建筑工程；施工组织设计；施工图预算。目录TOC\o"1-2"\h\u13866一、施工组织设计 5105771.1工程概况 5278921.2施工进度安排 6163051.3人员安排 9204071.4机械配备 1090561.5材料购置 1120201.6现场施工图 13153061.7主要分部分项工程施工方案 1315347二、施工图预算编制说明 14264622.1工程概况 1489902.2编制依据 15124872.3其他说明事项 1551812.4工程预算费用表 1558782.5人材机汇总表 16205242.6工程量计算表 21180092.7钢筋量计算表 253225参考文献 73一、施工组织设计1.1工程概况本工程为舟山某五层教学楼工程,建筑总面积为4665㎡，平面结构所示是为矩形，结构形式为框架结构，每层的纵向方向总长度为57.6m，横向方向总长度为16.2米。该建筑物共有五层，总高度为17.7m，除一层外每层楼高3.3m，一层的层高是3.9m。本工程的室外地面标高相当于绝对标高4.87m，室内外的高差有0.45m，相当于绝对标高的5.41m。本工程的结构体系是独立基础-框架结构-钢筋混凝土现浇楼屋面，建筑地点位于舟山长峙岛海大南路一号，混凝土强度等级的基础层采用C15，框架梁，柱和板采用C30，工程设计的使用年限为50年，建筑结构安全等级乙级，地基基础安全等级二级，防火等级二级，抗震设防烈度为七级。屋面防水等级为二级，使用年限15年。在本工程中，大部分的门，窗采用的是木质材料和金属材料，屋面卷材防水均采用三元乙丙丁基橡胶卷材，主要是因为这种材料一方面防水性能优越，另一方面则是该卷材具有很好的耐酸，耐碱，耐化学腐蚀，在各种环境中具有优良的耐老化性能等优点。所使用的百叶门窗等安置应该根据生产厂家要求，保证密封，防水和牢固，美观的作用。外墙面采用浅色的外墙高级涂料，与水，风，电相关的预埋件，要事先预留孔洞，保证在施工时和相关图纸的密切吻合。1.2施工进度安排本工程位于浙江舟山定海区长峙岛海大南路一号，要确保施工现场做到规范化、标准化、制度化，维护和树立企业的良好形象，为本工程施工创造一个完美有利的环境，必须做好文明施工和环境保护工作。根据施工要求和合同的规定，施工工期约为300天。为了保证工程的顺利进行，需要合理安排进度计划，科学的组织施工，结合工程的特点和施工队的人员情况，在施工中将采用一定的措施确保总进度计划的实施：从组织管理方面合理分配人员的数量，实行项目管理法施工，方便领导人员的管理和调配，形成一个自上而下的管理体系。参加每天的工地会议安排，听从指挥，及时布置每一天和下一天的工作，做到施工紧凑，控制工程总时间。安排制做一个认真全面的计划方案，实行严密详细的的进度计划，把每日的具体施工安排和规划安排好，抓住工程项目的关键点，给予充足的人力物力安排，使其能够保证不拖延工期，按时完成目标工程。从材料方面把本工程中的所需要的人员，材料，器械，工具，资金等方面提前做好准备，给予保障。制定严格的材料供给方案，严格分配执行，保证各分部分项工程不会因为材料供给不足的问题使得工期延误，杜绝停工等材料得局面。工程工序在下发发布得时候，技术人员要向施工人员讲解清楚各施工要点和施工难点，做到人人理解自己得工作范围和工作内容，当发现问题时，要及时当场解决，以防检查后的返工耽误到工期。做好天气预防和环境保护，对工作人员要做到保证身体和食物的安全，保持良好的状态投身进入工程的建设中。根据施工进度的安排和科学的组织，具体的施工进度图如下图所示：1.3人员安排现场施工的人员安排的合理性和准确性上面，决定了本次工程的是否能准时快速的在工期内完成施工，只有进行高素质和合理的人员安排管理，才能够在工程中创造出科学效率的施工计划。关于本次施工中相关人员的安排，由下表中的表格所示：工种人数图序号工种人数序号工种人数一土方工5六瓦工20二木工5七抹灰工20三钢筋工24八机械工10四混凝土工5九电工20五水工10十壮工20劳动力动态图1.4机械配备本次施工中的机械类型主要分为了两类：运输机械和施工机械。关于机械的调配，将会影响到施工中交叉工程的施工效率，所以要对施工机械的使用时间进行合理的安排和规划，把交错在一起的项目工程使用机械的时间岔开，这能节省下不必要的工程冲突导致的时间浪费。在施工设计安排中，划分出专门停留机械的场地和机械工作的所需要的道路，提前准备好器具设备的数量，符合所计算的要求，提前做好每台机械施工的安排日程，保证能按时进入施工现场使用。主要的机械配备价格表如下图所示：单位(专业)工程名称:单位工程-建筑第1页共1页序号编码机械设备名称单位数量单价(元)合价(元)16000041其他机械费元1.3791.00129901068电动夯实机20~62kg·m台班10.83521.8023639904004载货汽车4t台班65.121282.441839349905010电动卷扬机单筒慢速50kN台班26.34693.74247059906007双锥反转出料混凝土搅拌机500L台班94.605123.451167969906016灰浆搅拌机200L台班155.17558.57908979907002钢筋切断机φ40mm台班13.24538.8251489907003钢筋弯曲机φ40mm台班36.72020.9576999907012木工圆锯机φ500mm台班7.45525.39189109907018木工压刨床单面600mm台班39.74133.411328119907072管子切断机φ150台班27.73826.75742129908012电动多级离心清水泵H<120m台班1.047128.98135139909002交流弧焊机32kv.A台班17.41790.361574149909008直流弧焊机32KW台班40.73894.273841159909010对焊机容量75KV.A台班7.224123.06889169913032混凝土振捣器平板式BLL台班52.66617.56925179913033混凝土振捣器插入式台班133.3144.83643189914349抛光机台班17.41715.38268合计536851.5材料购置关于材料购置的途中，和一般的采购相类似，在本工程中，首先要确保采购的材料是否符合要求的规范和型号，要有计划的进行采购，按照计算计划上的清单进行精准的采集，避免过多的浪费工程费用或者由于购买的数量过少导致工程不能顺利的进行，这些都是要尽量避免的。在材料购买完成好，要进行和机械一样的，合理的安排放置，划分出专门的材料放置地点，并且安排人员进行材料的看管，防止材料的被窃取遗失，或者因为放置不当，导致部分材料的性质特点发生变化，导致材料不足使得工期延后。下表是具体得材料购买清单，要准确得进行材料的购买：材料汇总表序号编码材料名称规格型号单位数量单价(元)合价(元)10101001螺纹钢Ⅱ级综合t86.1073780.00032548620109001圆钢(综合)t40.0243850.00015409230233041草袋m22618.8375.2901385440305703不锈钢六角带帽螺栓M6×25套1128.2450.69077850341013电焊条E43系列kg754.8395.400407660351001圆钉kg36.9314.36016170351041枪钉盒11.1597.5008480359131预埋铁件kg222.4965.810129390401031水泥42.5kg648282.7160.330213933100401071白水泥kg740.7220.600444110403043黄砂(净砂)综合t2604.15262.500162759120405001碎石综合t2186.39749.000107133130405021卵石t46.27037.3501728140405061白石子kg907.5760.06054150409035石灰膏m396.969278.00026957160411011块石200～500t69.18140.5002802170413091混凝土实心砖240×115×53千块682.748310.000211652180413125烧结煤矸石多孔砖240×115×90千块9.349940.0008788190423001防水剂kg439.9193.0001320201103631防火涂料kg3173.31414.24045188211157211三元乙丙卷材搭接带m904.50512.98011740221157241三元乙丙丁基橡胶卷材m2879.83828.57025137231159141油灰kg391.7704.5001763241203001溶剂油kg348.9242.660928251241001107胶kg330.6802.300761261241801三元乙丙粘接剂kg127.89117.8202279271404071不锈钢管D50m331.89448.95016246281404091不锈钢管D76m341.89295.45032634291537505不锈钢带U型卡3只1128.24517.34019564301703001不锈钢法兰片372.21110.5003908313115001水m33967.7172.95011705323203001脚手架钢管kg21698.8044.33093956333203011钢脚手板kg1435.3724.6706703343203041竹脚手片m24851.5028.72042305353203151脚手架底座只149.2354.800716363203171脚手架十字扣副5429.4496.06032902373203191脚手架斜扣副176.3696.0601069383203211脚手架一字扣副1136.9016.0606890393205011安全网m25630.23912.00067563合计6457171.6现场施工图本工程为舟山某五层教学楼工程,建筑总面积为4665㎡，计划工期为10个月，为了施工现场的临时住宿，材料储放等工作的合理布置规划，对本次工程得现场情况进行了现场施工图得绘制，制定一个合理的空间布置，方便工程进行。对于本次现场施工图的布置和规划，首先是要满足在不占用交通通道的情况下，能够充分的利用空余场地，为此我计划在食堂和礼堂的两侧进行布置安排，又把对于施工需求大的部分施工单位，安置在靠近工程本体和道路相近的一侧。为了保障工人的生活安全和健康作息，我特意规划把临时住宿安排在最远离施工现场的空余场地，就是为了工人能有充足的精力去进行工程施工。本次项目工程的现场施工图如下图所示：1.7主要分部分项工程施工方案本次工程当中，为了保证施工流程的合理性和科学性，我选择使用的是一些优质的施工方法和科学的技术措施，为的是保证能解决一些工程上的结构质量问题和不科学的构造部分，为工程能更完美的进行，确保工程的质量。土石方工程实行24小时两班制的施工作业方法，为确保安全，作业要求在白班下班前完成施工作业，夜间禁止施工。模板工程木模板现场加工，现场拼接安装。钢筋工程使用前进行清洗干净，加以编号，然后分别计算钢筋下料长度和根数，填写钢筋配料单。砌筑工程使用前要进行采样的检查。脚手架工程按施工设计放线、铺垫板、设置底座或标定立杆位置。楼地面工程在面层凝固前，施工员要去清理表面的碎石杂物等，然后抹平脚印。门窗工程按照设计图的位置严格安装。屋面防水工程的卷材铺贴的顺序按照先远后近，先高后低。装修工程在涂料完成后要注意保护前面的干净完整。施工图预算编制说明2.1工程概况本工程为舟山某五层教学楼工程,建筑总面积为4665㎡，工程造价总费用为3395324元，平均727元每平方米，平面结构所示是为矩形，结构形式为框架结构，每层的纵向方向总长度为57.6m，横向方向总长度为16.2米。该建筑物共有五层，总高度为17.7m，除一层外每层楼高3.3m，一层层高3.9m。本工程的室外地面标高相当于绝对标高4.87m，室内外的高差有0.45m，相当于绝对标高的5.41m。本工程的经济分析为土石方工程：三类土，人工开挖。地面做法：20厚1:2水泥砂浆抹面；素土分层夯实。屋面做法：20厚1:2屋面砾石保护层；三元乙丙丁基橡胶卷材；防水砂浆防潮层平面。天棚抹灰：3厚1:0.5水泥纸筋灰抹平。门窗工程：使用百叶，平开木窗和半圆形玻璃窗，木格子玻璃门扇。2.2编制依据2.3其他说明事项2.4工程预算费用表序号汇总内容计算公式金额(元)一直接工程费3010946.94（一）分部分项工程费∑（工料单价×工程数量）3010946.94其中1.人工费+机械费∑（定额人工费+定额机械费）890698.90（二）施工技术措施费0.00招标文件提供的技术措施费0.00其中2.人工费+机械费∑（定额人工费+定额机械费）0.00自行计算的技术措施费0.00其中3.人工费+机械费∑（定额人工费+定额机械费）0.00二施工组织措施费75531.274.安全文明施工费(含扬尘防治增加费)（1+2+3）×6.35%56559.385.冬雨季施工增加费（1+2+3）×0.2%1781.406.夜间施工增加费（1+2+3）×0.04%356.28其中7.已完工程及设备保护费（1+2+3）×0.05%445.358.二次搬运费（1+2+3）×0.88%7838.159.行车、行人干扰增加费（1+2+3）×0%0.0010.提前竣工增加费（1+2+3）×0.92%8194.4311.工程定位复测费（1+2+3）×0.04%356.2812.特殊地区施工增加费按实计算0.0013.其他施工组织措施费按相关规定计算0.00三企业管理费（1+2+3）×8.45%75264.06四利润（1+2+3）×8.5%75709.41五规费14+1540615.8714.排污费、社保费、公积金（1+2+3）×4.06%36162.3815.民工工伤保险费（1+2+3）×0.5%4453.49六危险作业意外伤害保险费（1+2+3）×0%0.00七其他项目费0.00八风险费0.00九单列费用单列费用0.00计税不计费计税不计费0.00不计税不计费不计税不计费0.00十税金（一+二+三+四+五+六+七+八+计税部分）×3.577%117256.48十一合同下浮率（一+二+三+四+五+六+七+八+九+十）×0%0.00十二建设工程造价一+二+三+四+五+六+七+八+九+十-十一3395324.032.5人材机汇总表序号编码材料名称规格型号单位数量单价(元)合价(元)10000011二类人工工日9611.52244.00042290720000021三类人工工日7116.42051.000362937342一类人工工日242.51541.000994340101001螺纹钢Ⅱ级综合t86.1073790.00032634750109001圆钢(综合)t40.0243860.00015449260233041草袋m22618.8375.2901385470305703不锈钢六角带帽螺栓M6×25套1128.2450.69077880325101金刚石块5.4856.3703590341013电焊条E43系列kg754.8395.4004076100343081不锈钢焊丝1Cr18Ni9Tikg18.38547.950882110351001圆钉kg753.0224.3603283120357109镀锌铁丝22#kg571.0754.8002741130359131预埋铁件kg222.4965.8101293140401011水泥32.5kg156.1790.30047150401031水泥42.5kg648282.7160.330213933160401071白水泥kg740.7220.600444170403043黄砂(净砂)综合t2604.49762.500162781180405001碎石综合t2186.39749.000107133190405021卵石t46.27037.3501728200405061白石子kg907.5760.06054210409035石灰膏m396.969278.00026957220411011块石200～500t69.18140.5002802230413091混凝土实心砖240×115×53千块682.748310.000211652240413125烧结煤矸石多孔砖(矩形孔)240×115×90千块9.349940.0008788250423001防水剂kg439.9193.0001320260431105胶粉聚苯颗粒保温浆料m3246.213550.000135417270503031硬木板枋材(进口)m38.8453600.00031843280503147门窗框杉枋m315.6531450.00022697290601001平板玻璃δ3m2421.09223.0009685300601011平板玻璃δ5m2167.83228.0004699310605011钢化玻璃δ10m2264.483107.00028300320921001塑料纱m2234.3601.200281331001161榉木阴角线12×12m1474.2002.0803066341101401弹性涂料底涂kg229.27121.5504941351101411弹性涂料面涂kg458.54220.5209409361101421弹性涂料中涂kg1528.62120.52031367371103241红丹防锈漆kg1096.20112.80014031381103631防火涂料kg3173.31414.24045188391111943聚醋酸乙烯乳液kg34.8855.340186401141071环氧树脂kg8.70929.000253411141211防腐油kg132.1781.600211421143191嵌缝料kg18.3601.00018431157211三元乙丙卷材搭接带m904.50512.98011740441157241三元乙丙丁基橡胶卷材m2879.83828.57025137451159141油灰kg391.7704.5001763461203001溶剂油kg348.9242.660928471233021隔离剂kg696.8536.7404697481237031氩气m339.99519.590784491241001107胶kg330.6802.300761501404071不锈钢管D50m331.89448.95016246511404091不锈钢管D76m341.89295.45032634521537505不锈钢带U型卡3只1128.24517.34019564531703001不锈钢法兰片372.21110.5003908543001001钢支撑kg3435.0224.60015801553109041草板纸80#张2035.4790.200407563111011尼龙帽个286.6760.480138573115001水m33967.7172.95011705583201011钢模板kg50.4004.670235593201021木模板m319.7031200.00023643603201031复合模板m2961.84233.00031741613202071零星卡具kg3018.8576.82020589623203001脚手架钢管kg21698.8044.33093956633203011钢脚手板kg1435.3724.6706703643203041竹脚手片m24851.5028.72042305653203151脚手架底座只149.2354.800716663203171脚手架十字扣副5429.4496.06032902673203191脚手架斜扣副176.3696.0601069683203211脚手架一字扣副1136.9016.0606890693205011安全网m25630.23912.00067563706000001其他材料费元5355.0471.0005355716000131回库维修费元1015.3741.0001015726000291小五金费元1956.3911.0001956739901068电动夯实机20~62kg·m台班10.83521.796236749903017汽车式起重机5t台班5.560331.2101842759903036塔式起重机20kN台班100.016167.92916796769904004载货汽车4t台班89.661283.43825413779905010电动卷扬机单筒慢速50kN台班26.34694.7442496789906007双锥反转出料混凝土搅拌机500L台班94.605124.45411774799906016灰浆搅拌机200L台班155.17559.5739244809907002钢筋切断机φ40mm台班13.24538.823514819907003钢筋弯曲机φ40mm台班36.72020.951769829907012木工圆锯机φ500mm台班39.24725.386996839907018木工压刨床单面600mm台班39.74133.4141328849907072管子切断机φ150台班27.73826.747742859908012电动多级离心清水泵H<120m台班1.047128.983135869909002交流弧焊机32kv.A台班17.41790.3571574879909008直流弧焊机32KW台班40.73894.2743841889909010对焊机容量75KV.A台班7.224123.057889899913032混凝土振捣器平板式BLL台班52.66617.556925909913033混凝土振捣器插入式台班133.3144.826643919914087电动卷扬机带塔30m以内单筒慢速10kN台班346.48493.43132372929914349抛光机台班17.41715.380268合计30109422.6工程量计算表定额编号工程项目及名称单位工程量计算式建筑面积m²624.00s=4*3.5*24+(3.65*3.5)*24土石方工程1-15一般土方三类土`人工挖土，局深超3mm3801.40v=(((4*3.5)+(4.7*4.2)+(4.36*3.8)*4)*1.1/6)*24+(((3.6*3.5)+(4.3*4.22)+(4.0*3.8)*4)*1.1/6)*241-5*J1.05换就地回填土m3541.80v=(17.10-(0.25+4+0.94))*24+(18.58-(0.25+4.31+1.01))*24砌筑工程3-20*A1.15换混凝土实心砖墙厚1砖墙`夹心保温墙（外墙）m3691.60QTQ-3：v=(57.8*3.9*0.37)+(0.5*0.3*3.9+0.5*0.37*3.9+0.14*3.9+0.5*0.37*3.9+0.5*0.37*3.9+0.5*0.37*3.9+0.5*0.37*3.9+0.5*0.37*3.9+0.7+0.5*0.37*3.9+0.5*0.37*3.9)*4*53-20*A1.15换混凝土实心砖墙厚1砖墙`夹心保温墙（内墙）m3592.00QTQ-1：v=(15.7*3.9*0.12)-1.5*0.12*1.8-(0.2*0.0912*0.4+0.2*0.0912*0.4)-(0.5*0.12*3.9+0.25*0.12*3.9+0.5*0.12*3.9)*4*5QTQ-2：v=(9.*3.9*0.24)-(1.5*0.24*1.8+1.5*0.24*1.8)-(1.2*0.24*2.1+1.2*0.24*2.1)-(0.24*0.23*3.9+0.5*0.24*3.9+0.25*0.24*3.9)*19*5总计：5923-60砌烧结多孔砖墙厚1/2砖女儿墙m326.56V=(57.6+16.2)*2*0.3混凝土及钢筋混凝土工程4-1现浇现拌砼基础垫层浇捣^C10（40）m344.70DC-1:V=(3.4*2.9*0.1)*484-2现浇现拌毛石混凝土基础浇捣^C20（40）m3189.33JC-1:V=((3.2*2.7*0.5)-0.125)*24JC-2:V=((2.85*2.7*0.5)-0.125)*24总计：189.334-7现浇现拌砼矩形柱、异形柱、圆形柱浇捣^C20（40）m3220.60KZ-2:v=((0.5*0.5*1.3)-0.5*0.5*0.5+(0.5*0.5*3.9)*5)*41KZ-1:v=(0.5*0.5*3.9)*7*5总计：220.64-10现浇现拌砼基础梁浇捣^C20（40）m3331.20KL-1:V=((0.3*0.7*16.3)-(0.2*0.2*0.4+0.2*0.2*0.4)-(0.07*0.7+0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7)-0.52)*2*5KL-4:V=((0.3*0.7*16.3)-(0.2*0.15*0.4+0.2*0.1*0.4)-(0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7+0.07*0.7)-0.52)*3*5KL-5:V=((0.3*0.7*16.3)-(0.2*0.15*0.4+0.2*0.1*0.4)-(0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7+0.07*0.7)-0.52)*3*5KL-8:V=((0.3*0.7*16.3)-(0.2*0.15*0.4+0.2*0.1*0.4)-(0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7+0.07*0.7)-0.52)*3*5KL-9:V=((0.3*0.7*16.3)-(0.2*0.15*0.4+0.2*0.1*0.4)-(0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7+0.07*0.7)-0.52)*3*5KL-6:V=((0.3*0.7*16.3)-(0.2*0.15*0.4+0.2*0.1*0.4)-(0.5*0.3*0.7+0.5*0.3*0.7+0.07*0.7+0.07*0.7)-0.52)*3*5总计：331.24-11现浇现拌砼连续梁浇捣^C20（40）m347.32LL-4:V=((0.2*0.4*6.6)-(0.2*0.15*0.4+0.2*0.15*0.4)-(0.2*0.2*0.4+0.2*0.2*0.4)-0.1)*8*5LL-5:V=((0.2*0.4*6.6)-(0.2*0.15*0.4+0.2*0.15*0.4)-0.15)*2*5LL-7:V=((0.2*0.4*58.1)-(0.3*0.2*0.4+0.3*0.2*0.4)*5-1.3)*2*5总计：47.324-14现浇现拌砼板浇捣^C20（20）m3949.56B-1:V=(58.0*0.15+58.3*16.4)-(0.5*0.5+0.5*0.3)*10*54-22现浇现拌砼楼梯（直形）浇捣^C20（40）m3224.93TL-1:V=(24.1-1.6)*4*2*1.34-24现浇现拌砼雨篷浇捣m37.26V=7.2*0.3*3.44-156现浇砼矩形柱复合木模~支模高度3.6m`m²1748.20S=2.6*41+7.8*41*54-162现浇砼基础梁复合木模`m²334.10S=((3.2+2.7)*2*0.5)*24+((2.85+2.7)*2*0.5)*244-174现浇砼板复合木模~支模高度3.6m`m²392.70S=(970.47-(16.42)*2+16.31*0.3+16.3*0.3+4.88+16.3*0.3+16.3*0.3+4.8+16.3*0.3+16.3*0.3+16.3*0.3+16.3*0.3+16.3*0.3+16.9+16.9)*54-189现浇砼矩形梁复合木模~支模高度3.6m`m²77.40S=((0.7*2+0.3)*16)-(0.7*0.3+0.7*0.3)-(0.4*0.2+0.4*0.2)-(0.7*0.12+0.24*0.12+0.02+0.7*0.1+0.03)*54-165现浇砼楼梯直行`基价m²90.00S=904-34现浇现拌砼回廊及平台浇捣^C20（40）m312.96V=12.964-416现浇构件圆钢T39.24M=105.12+17.94+2207.6+376.9+548.6+18.3+214.6+53.6+460.7+1524.2+260.2+378.7+460.7+214.6+53.6+378.7+460.7+152+260.24+378.7+460.7+214.6+53.64-417现浇构件螺纹钢T84.41M=123.649-39.239屋面及防水工程7-6屋面砾石保护层m²785.60S=(58.06*0.15+58.36*16.4)-(10.7)*2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+35*0.2+6.35*0.2)7-55冷粘法防水卷材三元乙丙丁基橡胶卷材平面m²785.60S=(58.06*0.15+58.36*16.4)-(10.7)*2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+35*0.2+6.35*0.2)7-38防水砂浆防潮层平面m²785.60S=(58.06*0.15+58.36*16.4)-(10.7)*2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+6.35*0.2+35*0.2+6.35*0.2)保温隔热.耐酸防腐工程8-1墙柱面聚苯颗粒保温砂浆~25厚m²8872.50QM-1:S=(6.7*3.63+3.63*0.06)*70*5楼地面工程10-1水泥砂浆找平层~厚20mmm²4156.60DM-1:S=(520.03-(1.08+6.5*0.24+6.5*0.24+1.5)+(8.8*6.4)*8)*510-61踢脚线水泥砂浆m²362.80TIJ-1:S=(6.915*0.15)*69*510-124现浇水磨石台阶面本色m²26.10S=26.110-93不锈钢钢管扶手~玻璃栏板(10mm厚)全玻m322.54L=√(22.4*22.4+3.3*3.3)*8墙柱面工程11-3墙面混合砂浆抹灰~14+6mmm²9363.50QM-1:S=(6.7*3.78+3.78*0.06)*70*5天棚工程12-3天棚混合砂浆抹灰m²5337.00TP-1:S=(520+((2.5*0.5)*2+((7.6)*2+6.4*0.2+6.4*0.2+6.*0.2+6.4*0.2)+(8.8*6.4)+(((6.15*0.5)*2+6.1*0.3)-6.1*0.3)*8)*5门窗工程13-28木格子玻璃门扇m²226.80S=2.52*18*513-90平开木窗m²378.00S=2.7*28*513-92百叶木窗m²83.20S=2.7*6*513-94半圆形玻璃窗m²148.50S=2.7*11*5油漆.涂料.裱糊工程14-109墙、柱面木龙骨~刷防火涂料二遍m²9363.50QM-1:S=(6.795*3.78+3.78*0.06)*70*514-111天棚骨架圆木骨架~防火涂料二遍m²5337.00TP-1:S=(520+((2.5*0.5)*2+((7.6)*2+6.4*0.2+6.4*0.2+6.*0.2+6.4*0.2)+(8.8*6.4)+(((6.15*0.5)*2+6.1*0.3)-6.1*0.3)*8)*514-168外墙涂料弹性涂料m²2204.50QT-3:S=(((57.83*3.9)-21.06)*3+63.27)*5脚手架工程16-5综合脚手架檐高20m内~层高6m内m²27133.70S=(15.5*3.9*4+6.4*3.9*19+57.8*3.9*4+520+(8.8*6.4)*8++51.5*1*4.1*4)*5垂直运输工程17-4建筑物垂直运输檐高20m内~层高3.6m`m²4465.00S=57.6*16.2*52.7钢筋量计算表楼层名称：基础层直径总根数单长m总长mA总重kgB总重kgC总重kg构件名称：KZ2[612]A16822.233183.106289.296A16822.793229.026361.866A16822.078170.396105.124构件名称：KZ1[611]A16422.23393.786148.176A16422.793117.306185.346A10142.07829.09217.948构件名称：JC-1[499]B8483.12149.7659.136B83842.881105.92436.992B8482.62125.7649.68B84802.431166.4460.8构件名称：JC-2[523]B8482.77132.9652.512B83842.565984.96388.992B6482.62125.7627.936B64082.43991.44219.912楼层名称：首层直径总根数单长m总长m总重kg总重kg总重kg构件名称：KZ2[661]A161644.067666.9881053.864A1017222.0783578.3162207.604构件名称：KZ1[660]A16844.067341.628539.784A102942.078610.932376.908A105881.512889.056548.604构件名称：KL1(7)[998]A18217.55535.1170.22A20217.6435.2887.142A12416.5266.0858.68A1847.75931.03662.072A1643.84315.37224.288A1847.75831.03262.064A101182.078245.204151.276A6960.43341.5689.216构件名称：KL1(7)[999]A18217.55535.1170.22A20217.6435.2887.142A12416.5266.0858.68A1887.75862.064124.128A1643.84415.37624.296A101182.078245.204151.276A6960.43341.5689.216构件名称：KL4(7)[1000]A20187.883141.894350.478A121216.52198.24176.04A1867.75846.54893.096B20122.05324.63660.852A20129.734116.808288.516A16123.84446.12872.888A104022.078835.356515.364A63780.433163.67436.288构件名称：KL5(7)[1003]A20217.62635.25287.072A22217.71135.422105.558A12416.50666.02458.628A2027.8815.7638.928A2228.00516.0147.71A1643.83315.33224.224A2027.88315.76638.942A2228.00816.01647.728A101182.078245.204151.276A6960.43341.5689.216构件名称：KL5(7)[1004]A20417.62670.504174.144A22417.71170.844211.116A12816.506132.048117.256A103002.078623.4384.6A63120.433135.09629.952构件名称：KL5(7)[1006]A20217.6435.2887.142A22217.72535.45105.642A12416.5266.0858.68A101502.078311.7192.3A61560.43367.54814.976构件名称：KL8(3)[1007]A18417.55570.22140.44A1642.97111.88418.776A1644.80219.20830.348A12816.52132.16117.36A1687.63361.06496.48A1683.84430.75248.592A1887.75862.064124.128A102362.078490.408302.552A61920.43383.13618.432构件名称：KL9(3)[1009]A1828.98317.96635.932A2223.1366.27218.69A12416.5266.0858.68A1887.75862.064124.128B2224.6029.20427.428B1824.6029.20418.408A1643.84415.37624.296A1825.95911.91823.836A101182.078245.204151.276A6960.43341.5689.216构件名称：KL6(17)[1050]A20459.371237.484586.584A1010522.0782186.0561348.664构件名称：KL6(17)[1052]A20259.371118.742293.292A1642.2659.0614.316A1643.3913.5621.424A1685.51644.12869.72A1685.35642.84867.696A1626.02212.04419.03A1684.44935.59256.232A1646.2224.8839.312A1823.9057.8115.62A1823.5957.1914.38A2023.767.5218.574A1821.9053.817.62A1843.70414.81629.632A2222.1874.37413.034A1823.5057.0114.02A2023.677.3418.13A2281.95515.6446.608A1243.10812.43211.04A1823.6037.20614.412A2023.7687.53618.614A2043.86915.47638.224A1243.02312.09210.736A1823.5187.03614.072A2023.6837.36618.194A1823.1036.20612.412B1823.4076.81413.628A1824.0218.04216.084A1823.5567.11214.224A2023.7217.44218.382B1645.99923.99637.912A1625.73411.46818.12A105152.0781070.17660.23A6460.43319.9184.416构件名称：KL6(17)[1053]A20259.39118.78293.386A1622.2724.5447.18A1623.4046.80810.756A1645.53522.1434.98A1685.35642.84867.696A1626.03612.07219.074A1684.44935.59256.232A1646.2625.0439.564A1823.8657.7315.46A1823.5557.1114.22A2023.727.4418.376A1821.9053.817.62A1843.70414.81629.632A2222.1614.32212.88A1823.5657.1314.26A2023.737.4618.426A2281.95515.6446.608A1243.04812.19210.828A1823.5437.08614.172A2023.7087.41618.318A2043.86915.47638.224A1243.05312.21210.844A1823.5487.09614.192A2023.7137.42618.342A1823.0736.14612.292B1823.4076.81413.628A1824.0218.04216.084A1823.5567.11214.224A2023.7217.44218.382B1645.99923.99637.912A1625.73411.46818.12A1623.396.7810.712A1622.2654.537.158A1645.51622.06434.86A105132.0781066.014657.666A6440.43319.0524.224构件名称：LL4(3)[1010]A14327.208230.656279.104A102721.278347.616214.608构件名称：LL5(3)[1018]A1487.20857.66469.776A10681.27886.90453.652构件名称：LL7(17)[1073]A14421.01184.044101.692A16819.806158.448250.344B16620.763124.578196.836A105841.278746.352460.776构件名称：B-1[1076]C87660.8054621.181825.368C827317.1144672.1221845.48C843.02412.0964.776C8210.06920.1387.954C87661.0654640.941833.196C827317.3744743.1021873.599C843.28413.1365.188C8210.32920.6588.16楼层名称：第2层直径总根数单长m总长mA总重kgB总重kgC总重kg构件名称：KZ2[709]A161643.5574906.92A1011892.0782470.7421524.298构件名称：KZ1[708]A16843.5294464.52A102032.078421.834260.246A104061.512613.872378.798构件名称：KL1(7)[1112]A18217.55535.1170.22A20217.6435.2887.142A12416.5266.0858.68A1887.75862.064124.128A1643.84415.37624.296A101182.078245.204151.276A6960.43341.5689.216构件名称：KL1(7)[1113]A18217.55535.1170.22A20217.6435.2887.142A12416.5266.0858.68A1847.75931.03662.072A1643.84315.37224.288A1847.75831.03262.064A101182.078245.204151.276A6960.43341.5689.216构件名称：KL4(7)[1093]A20187.883141.894350.478A121216.52198.24176.04A1867.75846.54893.096B20122.05324.63660.852A20129.734116.808288.516A16123.84446.12872.888A104022.078835.356515.364A63780.433163.67436.288构件名称：KL5(7)[1089]A20217.6435.2887.142A22217.72535.45105.642A12416.5266.0858.68A101502.078311.7192.3A61560.43367.54814.976构件名称：KL5(7)[1090]A20417.62670.504174.144A22417.71170.844211.116A12816.506132.048117.256A103002.078623.4384.6A63120.433135.09629.952构件名称：KL5(7)[1092]A20217.62635.25287.072A22217.71135.422105.558A12416.50666.02458.628A2027.8815.7638.928A2228.00516.0147.71A1643.83315.33224.224A2027.88315.76638.942A2228.00816.01647.728A101182.078245.204151.276A6960.43341.5689.216构件名称：KL8(3)[1095]A18417.55570.22140.44A1642.97111.88418.776A1644.80219.20830.348A12816.52132.16117.36A1687.63361.06496.48A1683.84430.75248.592A1887.75862.064124.128A102362.078490.408302.552A61920.43383.13618.432构件名称：KL9(3)[1081]A1828.98317.96635.932A2223.1366.27218.69A12416.5266.0858.68A1887.75862.064124.128B2224.6029.20427.428B1824.6029.20418.408A1643.84415.37624.296A1825.95911.91823.836A101182.078245.204151.276A6960.43341.5689.216构件名称：KL6(17)[1084]A20259.39118.78293.386A1622.2724.5447.18A1623.4046.80810.756A1645.53522.1434.98A1685.35642.84867.696A1626.03612.07219.074A1684.44935.59256.232A1646.2625.0439.564A1823.8657.7315.46A1823.5557.1114.22A2023.727.4418.376A1821.9053.817.62A1843.70414.81629.632A2222.1614.32212.88A1823.5657.1314.26A2023.737.4618.426A2281.95515.6446.608A1243.04812.19210.828A1823.5437.08614.172A2023.7087.41618.318A2043.86915.47638.224A1243.05312.21210.844A1823.5487.09614.192A2023.7137.42618.342A1823.0736.14612.292B1823.4076.81413.628A1824.0218.04216.084A1823.5567.11214.224A2023.7217.44218.382B1645.99923.99637.912A1625.73411.46818.12A1623.396.7810.712A1622.2654.537.158A1645.51622.06434.86A105132.0781066.014657.666A6440.43319.0524.224构件名称：KL6(17)[1085]A20259.371118.742293.292A1642.2659.0614.316A1643.3913.5621.424A1685.51644.12869.72A1685.35642.84867.696A1626.02212.04419.03A1684.44935.59256.232A1646.2224.8839.312A1823.9057.8115.62A1823.5957.1914.38A2023.767.5218.574A1821.9053.817.62A1843.70414.81629.632A2222.1874.37413.034A1823.5057.0114.02A2023.677.3418.13A2281.95515.6446.608A1243.10812.43211.04A1823.6037.20614.412A2023.7687.5361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