建筑工程技术正文打印版.docx

摘 要本毕业设计为山东济宁市第二军队离休退休干部休养所相应工程量计算、相应施工图预算以及施工组织设计，总建筑面积12227平方米。施工组织设计是对工程建设项目全过程的构思设想和具体安排，用来指导施工项目全过程各项活动的技术、经济和组织的综合性文件。工程造价是投资者的投资命脉，而施工组织设计则是建筑施工组织的核心和灵魂，一个好的施工组织关系到一个工程能否顺利有序的实施，关系到一个施工项目的成败。本次毕业设计的内容主要分为两部分。第一部分：计算标高在3.550-6.850裙楼部分工程量，套消耗量定额，进行相应部分的施工图预算；然后小组进行工程量汇总，再套消耗量定额，对本工程进行施工图预算，得出本工程的费用及材料、机械消耗数量。第二部分：施工组织设计，根据本工程的特点和施工条件及工期和质量要求，合理划分施工段并确定施工流向，编制出切实可行的施工方案；根据各分部分项工程的划分，编制施工组织进度计划表，保证主导工序的连续施工；对人、财、物等资源进行优化，确定合适的资源需要量计划；根据计算确定材料堆场面积，根据现场的实际情况，进行垂直机械、堆场面积、道路等的布置，从而确定合理的施工平面图；采取各项技术组织管理措施，确保工程的顺利实施。本毕业设计主要目的是：培养学生综合运用所学基础理论和专业知识，解决建筑工程中的施工图纸审查、施工技术和施工组织问题的能力。关键词 工程量、施工图预算、施工组织设计、施工方案、主要目的ABSTRACTThe graduation design for Shandong jining city retires to the second army retired cadres in retreat, the corresponding construction drawing budget and the construction organization design, total construction area of 12227 square meters. The construction organization design is the process of construction of the project design and construction projects, to guide the whole technical and economic activities and comprehensive files. Project cost is the lifeblood of the investment, and the construction organization design, construction and organization is the core and soul, a good construction organization in relation to a project implementation, smooth and orderly in relation to the success or failure of a construction project. The main content of graduation design is divided into two parts. The first part: part of each calculation, consumption quota, corresponding parts of the construction drawing budget, Then again, the team quantity of consumption quota consolidated, engineering construction drawing budget, the engineering cost and materials, mechanical consumption quantity. The second part: the construction organization design, according to the characteristics of engineering and construction conditions and time limit and quality requirements, the reasonable construction and construction flow, formulate feasible construction scheme, According to the division of division, sectional engineering construction progress schedule, guarantee the construction process leading, For human, financial, material resources optimization, determining the appropriate resource demand plan, According to the calculation of material, according to determine the actual situation of the site, the vertical machinery, stacking area, road, thus determining reasonable arrangement of the construction plan, Adopt various technical and organizational management measures, to ensure the smooth implementation of projectsKey words: Quantities, Construction drawing budget ,Construction organization design,Construction plan，The main purpose目 录摘 要IABSTRACTII第1章工程量计算11.1建筑面积及四线两面计算11.2标高在3.550-6.850裙楼部分工程量计算表11.3标高在3.550-6.850裙楼部分钢筋工程量计算明细表71.4标高在3.550-6.850裙楼部分工程量汇总表39第2章 施工组织设计412.1编制说明412.1.1总说明412.1.2施工组织设计编制的基本原则412.2编制依据422.3工程概况422.4施工方案及施工技术的选择432.4.1 施工临时用水用电方案432.4.2建筑材料进场方案442.4.3材料进场质量验证442.4.4施工机械选择方案452.4.5基础工程施工方案452.4.5.1基础工程施工要求452.4.5.2基础工程施工方法462.4.5主体工程施工方案482.4.5.1主体工程施工要求482.4.5.2模板工程施工方法502.4.5.3钢筋工程施工方法512.4.5.4混凝土工程施工方法542.4.5.5砌筑工程施工方法562.4.5.6 测量工程572.4.5.7 楼地面工程施工方法582.4.5.8 屋面及防水工程602.4.6装饰工程施工方案622.4.6.1主要装饰工程施工工序622.4.6.2外墙抹灰、刷涂料、粘贴文化石632.4.6.3内墙、顶棚抹灰、刷乳胶漆652.4.6.4吊顶施工662.4.6.5楼地面工程672.4.6.6门窗工程682.4.6.7卫生间和洗手间墙面磁砖712.4.6.8室外工程(室外设施装修)712.4.7施工方法技术复核722.5施工进度计划722.5.1 施工进度计划计算722.5.2计算劳动量、确定各施工过程的施工天数732.6 施工进度计划横道图74施工进度计划横道图（见附图）742.7施工平面图742.7.1工程施工平面图设计原则742.7.2各种材料堆场面积和各种临时设施的计算752.8工期保证总措施762.8.1 主体施工进度保证措施782.8.2建立优良监督管理体系782.9主要技术经济指标792.10雨季与冬季施工措施792.10.1雨季施工措施792.10.2冬季施工措施802.11 环境保护措施80结束语81致 谢82参考文献83附 录84第1章工程量计算1.1建筑面积及四线两面计算四线：外墙外边线、外墙中心线、内墙净长线、内墙基净长线两面：建筑面积、占地面积外墙外边线：202+43.8502+0.42+31.82-0.12=191.9m外墙中心线：202+43.8502+0.42+31.82-0.12-140.2=189.1m内墙净长线：（20-2.4-0.22）4+（6.2+0.2-0.3）3+（28.75-0.22）+21.95=137.4m内墙基净长线：（20-2.4-0.22）4+（6.2+0.2-0.3）3+（28.75-0.22）+21.95+0.226=142.6m建筑面积：所分担工程量部分建筑面积（28.8-0.3+0.25+0.1）(19.7+0.1+0.2)= 577 m平方米，建筑总面积约为12227 m2，其中地下室面积2747 m占地面积：（43.9+0.2）（63.3+0.2+7.5）=313.11 m1.2标高在3.550-6.850裙楼部分工程量计算表表1-1 济宁军分区干休二所裙楼标高在3.550-6.850部分程量计算表序号项目名称计算部位计算规则及公式 单位工程量1现浇矩形柱混凝土C25裙楼标高在(3.550-6.850)柱部分柱长柱宽柱高柱的个数0.50.53.3201m16.52 现浇单梁、连续梁混凝土C25KL19（4）300750KL20（4）300750KL21（4）300750KL22（4）300750梁长梁宽梁高梁个数（28.8-0.2-0.55)0.3(0.75-0.012)4m19.7323 现浇单梁、连续梁混凝土C25KL28（3）250550KL85（3)250550KL85（3）250550KL85（3）250550KL24（3）250550KL25（3）250550KL26（3）250550KL82（3）250550梁长梁宽梁高梁个数(20.0-0.54)0.25(0.55-0.012)8m15.484 现浇单梁、连续梁混凝土C25KL23（3）250750梁长梁宽梁高梁个数（20.0-0.54）0.25（0.75-0.012）1m2.8355 现浇单梁、连续梁混凝土C25LL79（8）200350梁长梁宽梁高梁个数（29.05-0.3-0.258）0.2（0.75-0.012）1m1.23056 现浇单梁、连续梁混凝土C25LL84（1）250500LL84（1）250500LL84（1）250500LL84（1）250500梁长梁宽梁高梁个数（6.9-0.3)0.25(0.5-0.012)4 m2.5087 现浇单梁、连续梁混凝土C25LL77(4)200350LL78(2)200350LL83(1)200350梁总长梁宽梁高1（7.2-0.254）+（7.5-0.254）+（3-0.252）2+（6.2-2.7-0.25）0.2（0.35-0.012）1m0.96378 现浇单梁、连续梁混凝土C25LL86(1)200450LL21(1)200450梁长梁宽梁高梁个数(7.2-0.252)0.2(0.45-0.012)m0.44229现浇混凝土板C25裙楼标高在6.850板部分板长板宽板高（19.7+0.3）（28.8-0.3+0.1+0.25）-41.89750.012m64.21210现浇混凝土楼梯板C25裙楼标高在(3.550-6.850)楼梯部分（6.9-1.5-0.25）（1.52-0.25）+（6.2-1.5-0.25）（3.3-0.25）m41.898 11现浇混凝土过梁C25裙楼标高在(3.550-6.850)过梁部分0.20.18（1.8+0.242）16+0.20.12（1.5+0.242）1+0.20.12（1.5+0.242）2+0.20.12（0.9+0.242）4+0.20.12（0.8+0.24）2m0.654512门窗裙楼标高在(3.550-6.850)门窗部分1.81.4516+1.51.45+1.52.12+0.92.14+0.82.12m61.15513现浇混凝土构造柱C25裙楼标高在(3.550-6.850)构造柱部分0.20.26（3.3-0.75）13+0.20.26（3.3-0.55）18m4.297814砌体裙楼标高在(3.550-6.850)砌体部分26.35（3.3-0.75）+27.6（3.3-0.75）+20.06（3.3-0.75）+26.35（3.3-0.75）+18（3.3-0.75）+16.4（3.3-0.55）2+18（3.3-0.55）2+6（3.3-0.55）2-41.76-2.175-12.6-7.560.2+3.675（3.3-0.012）+3.925（3.3-0.012）-3.360.1m99.93115模板（含构造柱、过梁模板）裙楼标高在(3.550-6.850)模板部分572+131.52+155.57+104.04+86.08+19.5026+42.7704+7.4625-14.1296+21.216+31.68+17.448m1175.216脚手架裙楼标高在(3.550-6.850)脚手架部分内 （6.9-0.25-0.4）+（6.6-2.0-0.25-0.1）4+（2.0-0.1-0.25）2+（6.2-0.25-0.3）4+（6.2-0.2）3+（3.8-0.2）+4.1-0.15（3.3-0.012）外28.853.32+203.31m563.6717楼地面找平层和整体面层裙楼标高在(3.550-6.850)部分（28.85-0.22）（20-0.22）-3.36.2m536.6818楼梯面层裙楼标高在(3.550-6.850)部分1.19（0.2613+0.265+0.6）4+1.6（0.310+1.7）2m40.17319台阶面层裙楼标高在(3.550-6.850)部分1.19（0.16514+0.1656）4+1.60.15112m20.98820外墙装饰面积裙楼标高在(3.550-6.850)部分28.853.32+203.31m256.4121内墙装饰面积裙楼标高在(3.550-6.850)部分28.854-4.0+（7.2-0.92）22+2.8+6.98+4.68+2.02+6.212 (3.3-0.15-0.012)m1312.4422踢脚板裙楼标高在(3.550-6.850)部分28.854-4.0+（7.2-0.92）22+2.8+6.98+4.68+2.02+6.2120.15m45.9323屋面主楼标高在49.350屋面部分14.931.4-4.61.4+0.86.42+1.77.4+1.710.8+103.974m606.5724楼梯扶手裙楼标高在(3.550-6.850)部分7.558+1.29+27.309m36.15725钢筋裙楼标高在(3.550-6.850)柱、梁、板、门窗过梁、构造柱、楼梯板部分具体计算过程详见“钢筋计算明细表”tttttttttttttt根16981.3标高在3.550-6.850裙楼部分钢筋工程量计算明细表表1-2 钢筋计算明细表楼层名称：济宁军分区干休二所裙楼标高在(3.550-6.850)的部分构件名称：KZ4,KZ4a,KZ6(2个) 构件数量：共4个 构件位置:裙楼标高在(3.550-6.850)柱部分筋号钢筋图形数量型号计算公式总长度m工程量Kg柱内纵筋1620163.30.006165202052.8130.2048柱内纵筋3216323.30.0061651616105.6166.6621柱内箍筋1248(0.54-80.03+40.008+140.0082)1240.00616588249.98498.6336柱内箍筋1248(0.5-20.03-0.02)/3+0.016+0.0082+(0.5-20.03+0.008)2+140.00821240.00616588179.5270.844柱内箍筋1248(0.5-20.03+0.008)2+(0.5-20.03-0.02)/3+0.016+0.0082+140.00821240.00616588179.5270.844构件名称：KZ5(4个),KZ9(2个),KZ10(10个) 构件数量：共16个 构件位置:裙楼标高在(3.550-6.850)柱部分筋号钢筋图形数量型号计算公式总长度m工程量Kg柱内纵筋6418643.30.0061651818211.2421.8636柱内纵筋128141283.30.0061651414422.4510.4028柱内箍筋4968(0.54-80.03+40.008+140.0082)4960.00616588999.936394.5347柱内箍筋4968(0.5-20.03-0.02)/3+0.016+0.0082+(0.5-20.03+0.008)2+140.00824960.00616588718.208283.376柱内箍筋4968(0.5-20.03+0.008)2+(0.5-20.03-0.02)/3+0.016+0.0082+140.00824960.00616588718.208283.376柱钢筋小计：现浇构件螺纹钢筋20：130.2048kg 现浇构件螺纹钢筋18:421.8636kg现浇构件螺纹钢筋16：166.6621kg现浇构件螺纹钢筋14：510.4028kg 现浇构件圆钢筋8：2133.8747kg构件名称：KL19 构件数量：共1个 构件位置:裙楼标高在(3.550-6.850)梁部分筋号钢筋图形数量型号计算公式总长度m工程量Kg梁上部通长筋220(0.4340.02+150.02+3.50.02)2+27.8520.006165202058.168143.4423梁下部通长筋部分222（6.7+1.4340.022+150.022+3.50.022+4.90.022）20.006165222216.52449.3053220（6.7+1.4340.02+150.02+3.50.02+4.90.02）20.006165202016.2440.0478612（6.7+1.4340.012+150.012+3.50.012+4.90.012）60.006165121245.31240.2262梁下部通长筋部分422（6.7+2340.022+24.90.022）40.006165222233.6464100.3961420（6.7+2340.02+24.90.02）40.006165202033.02481.43721012（6.7+2340.012+24.90.012）100.006165121276.33667.7680梁下部通长筋部分222（6.4+1.4340.022+150.022+3.50.022+4.90.022）20.006165222215.92447.5150220（6.4+1.4340.02+150.02+3.50.02+4.90.02）20.006165202015.6438.5682412（6.4+1.4340.012+150.012+3.50.012+4.90.012）20.006165121229.00825.7521梁内支座筋222（6.7/4+0.4340.022+150.022+3.50.022）20.00616522224.762414.2103梁内支座筋222（6.4/4+0.4340.022+150.022+3.50.022）20.00616522224.612413.7628梁内支座筋622（6.7/2+0.5）60.006165222223.168.9272梁内箍筋（含加密箍筋）1668(0.3+0.75）2-80.025+40.008+2140.0081660.00616588490.696193.6090构件名称：KL20 构件数量：共1个 构件位置:裙楼标高在(3.550-6.850)梁部分筋号钢筋图形数量型号计算公式总长度m工程量Kg梁上部通长筋222(0.4340.022+150.022+3.50.022)2+27.8520.006165222258.5248174.6298梁内支座筋420（6.7/4+0.4340.02+150.02+3.50.02）40.00616520209.26822.8549梁内支座筋418（6.4/4+0.4340.018+150.018+3.50.018）40.00616518188.711217.4003梁内支座筋425（6.7/2+0.5）40.006165252515.459.3381梁下部通长筋部分425(6.7+1.4340.025+150.025+3.50.025+4.90.025)40.006165252533.9130.6209322(6.7+1.4340.022+150.022+3.50.022+4.90.022)30.006165222224.78673.9580412(6.7+1.4340.012+150.012+3.50.012+4.90.012)40.006165121230.20826.8175梁下部通长筋部分825(6.7+2340.025+24.90.025)80.006165252569.16266.4821622(6.7+2340.022+24.90.022)60.006165222250.4696150.5942812(6.7+2340.012+24.90.012)120.006165121261.068854.2144梁下部通长筋部分425(6.4+1.4340.025+150.025+3.50.025+4.90.025)40.006165252532.7125.9972322(6.4+1.4340.022+150.022+3.50.022+4.90.022)30.006165222223.88671.2725412(6.4+1.4340.012+150.012+3.50.012+4.90.012)40.006165121229.00825.7521梁内箍筋（含加密箍筋）1668(0.3+0.75）2-80.025+40.008+2140.0081660.00616588490.696193.6090吊筋822（0.75-0.0252-0.022）2/sin45+200.0222+0.35+0.05280.006165222213.675340.8053构件名称：KL22 构件数量：共1个 构件位置:裙楼标高在(3.550-6.850)梁部分筋号钢筋图形数量型号计算公式总长度m工程量Kg梁上部通长筋218(0.4340.018+150.018+3.50.018)2+27.8520.006165181858.0112115.8751梁内支座筋222（6.7/4+0.4340.022+150.022+3.50.022）20.00616522224.762414.2103梁内支座筋222（6.4/4+0.4340.022+150.022+3.50.022）20.00616522224.612413.7628梁内支座筋722（6.7/2+0.5）40.006165222226.9580.4150梁下部通长筋部分422(6.7+1.4340.022+150.022+3.50.022+4.90.022)40.006165222233.04898.6196612(6.7+1.4340.012+150.012+3.50.012+4.90.012)60.006165121245.31240.2262梁下部通长筋部分620(6.7+2340.02+24.90.02)60.006165202049.536122.1558218(6.7+2340.018+24.90.018)20.006165181816.200832.3604412(6.7+2340.012+24.90.012)40.006165121230.534427.1072梁下部通长筋部分220(6.4+1.4340.02+150.02+3.50.02+4.90.02)20.006165202015.6438.5682218(6.4+1.4340.018+150.018+3.50.018+4.90.018)20.006165181815.35630.6730412(6.4+1.4340.012+150.012+3.50.012+4.90.012)40.006165121229.00825.7521梁内箍筋（含加密箍筋）6710(0.3+0.75）2-80.025+40.01+2140.01670.0061651010148.7491.6982868(0.3+0.75）2-80.025+40.008+2140.0081660.00616588185.41673.1577构件名称：KL23 构件数量：共1个 构件位置:裙楼标高在(3.550-6.850)梁部分筋号钢筋图形数量型号计算公式总长度m工程量Kg梁上部通长筋220(0.4340.02+150.02+3.50.02)2+19.0520.006165202040.688100.2873梁内支座筋125（6.25/4+0.4340.025+150.025+3.50.025）10.00616525252.3659.1126梁内支座筋125（5.7/4+0.4340.025+150.025+3.50.025）10.00616525252.22758.5828梁内支座筋225（6.25、6.1/2+0.5）20.00616525257.17527.6462梁下部通长筋部分220(6.25+1.4340.02+150.02+3.50.02+4.90.02)20.006165202015.3437.8284118(6.25+1.4340.018+150.018+3.50.018+4.90.018)10.00616518187.52815.0396梁下部通长筋部分218(6.1+2340.018+24.90.018)20.006165181815.000829.9635116(6.1+2340.016+24.90.016)10.00616516167.344811.5919梁下部通长筋部分220(5.7+1.4340.02+150.02+3.50.02+4.90.02)20.006165202014.2435.1158118(5.7+1.4340.018+150.018+3.50.018+4.90.018)10.00616518186.97813.9383梁内箍筋（含加密箍筋）1748(0.25+0.75）2-80.025+40.008+2140.0081740.00616588357.744141.5151构件名称：KL24,KL25，KL26，KL28 构件数量：共4个 构件位置:裙楼标高在(3.550-6.850)梁部分筋号钢筋图形数量型号计算公式总长度m工程量Kg梁上部通长筋222(0.4340.022+150.022+3.50.022)2+19.0520.006165222240.9148122.1139620(0.4340.02+150.02+3.50.02)2+19.0560.0061652020122.00430.8619梁内支座筋125（6.25/4+0.4340.025+150.025+3.50.025）10.00616525252.3659.1126322（6.25/4+0.4340.022+150.022+3.50.022）30.00616522226.806120.3084318（6.25/4+0.4340.018+150.018+3.50.018）30.00616518186.420912.8255318（6.25/4+0.4340.016+150.016+3.50.016）30.00616516166.22839.8298梁内支座筋125（5.7/4+0.4340.025+150.025+3.50.025）10.00616525252.22758.5828916（5.7/4+0.4340.016+150.016+3.50.016）90.006165161617.447427.5362梁内支座筋225（6.25、6.1/2+0.5）20.00616525257.17527.64621222（6.25、6.1/2+0.5）120.006165222243.05128.4552620（6.25、6.1/2+0.5）60.006165202021.52553.0807梁下部通长筋部分225(6.25+1.4340.025+150.025+3.50.025+4.90.025)20.006165252516.0561.8427122(6.25+1.4340.022+150.022+3.50.0