混合结构二层办公楼预算毕业设计.doc

'毕业设计案例一、计算案例图纸说明1.建筑工程本工程为某单位混合结构二M办公楼，该工程位于北京市海淀区颐和园。建筑面积154.93zn2檐高6.45m,砖带形基础。(1)土方施工方案采用人工挖土；(2)基础采用红机砖，M5水泥砂浆砌筑;墙体采用KP1黏土空心砖，M7.5混合泥砂浆砌筑；(3)木工程混凝土均采用现场搅拌混凝土，混凝土强度等级除图纸另宥注明外，均为C25;(4)构造柱起点为土0.000标高处，女儿墙内小设构迫柱；(5)外墙中圈梁断面尺寸为360mmX240mm,内墙中圈梁断面尺、I为240mmX240mm(6)过梁长度为门窗洞口两侧各加200mm，外墙过梁断而尺寸为360mmX180mm,内墙过梁断而尺寸力240mmX180mm。(7)室外设计地坪与自然地评高差±0.3m以内；(8)混凝土台阶做法为；C20混凝土、100厚3:7灰土、素土夯实。(9)屋面做法为：着色剂保护层；SBS改性沥青油毡防水卷材(3mm)20厚1:3水泥砂浆找平，卷起150mm;平均35mm厚1:0.2:3.5水泥粉煤灰页岩陶粒找坡层；200厚的加气浞凝土保温层(干铺)；隔汽层1.5mm厚水乳型聚合物水泥基复合防水涂料；20厚1:3水泥砂浆找平层；现浇混凝土板。2.装饰工程(1)散水混凝土散水。(2)混凝土台阶做法为：8mm厚铺地砖、6厚建筑胶水泥砂浆结合层、20厚1:3水泥砂浆找平、素水泥浆结合层一道、C20混凝土台阶。(3)首层地面做法为地9。地9做法(184mm厚)为:8mm厚铺地砖、6厚建筑胶水泥砂浆结合层、20厚1:3水泥砂浆找平层、素水泥浆结合层一道、50厚C10混凝土垫层、100厚3:7灰土、素土夯实。二层楼而做法为楼8D。楼8D(49mm厚)做法为：8mm厚铺地砖、6厚建筑胶砂浆粘贴、素水泥浆一道、35厚细石混凝土找平层(现场搅拌)。地面砖每块规格为400mmX400mmX8mm,踢脚材质为地砖。(4)外墙血、墙裙均抹底灰、外墙为門凸型涂料，外墙裙为水刷石，墙裙高度力900mm。(5)室内墙面为抹灰耐擦洗涂料；顶棚为棚6B，其构造层次为粉刷石膏、 耐擦洗涂料。(1)Cl为单玻f幵塑钢窗，外窗口侧壁宽为200mm，内窗I」侧壁宽80mm，Ml为松木带亮自由门、M2为胶合板门，门框居屮，框宽100mm。预制水磨石窗台板K1620mm，宽210mm。松木窗帘盒(单轨)K:度为200mm。木材面漆为底汕~遍，调和漆二遍。(2)门窗见下表门窗表型号洞口尺寸(宽X高)框外围尺寸(宽X高)数量C11500X15001470X14709Ml1200X24001180X23003M2900X2100880X20905(3)楼梯踏步装修釆用地砖，楼梯底部装修采用粉刷石ff、耐擦洗涂料。楼梯栏杆釆用烤漆钢管栏杆、松木扶手，不带托板，底漆一遍，调和漆二遍。(4)阳台栏板外装修采用水驯石；地面装修采用地砖。(5)雨罩、阳台下表面装修采用耐水腻了、合成树脂乳液。(6)瓷砖而拖布池。 此工程图纸首层平面二层平面 /6.65oV外墙凹凸状涂料0.45赛o\/水刷石北立面图f6.65外墙凹凸状涂料水刷石O§§4-O§OjLT呀X-0.45南立面图6.65/外墙凹凸状涂料2.977’©东立面1图（D） ©④基础平面图cnXis80.45/nn士0.00120zf.z240x24060x3360x240•//混凝上CI0:2.40750750o2-2 360x⑨卞(SH-360x3270036003600360x360360x360<£)9900©©(D©一g顶梅结容图(g> 8mm厚铺地砖6mm厚建筑胶砂浆粘貼索水泥浆_道35mm厚细石混凝土找平层X00着色剂保护层SBS改性沥靑油毡防水器20mm厚1:3水泥砂浆找平层•平均35mm厚1:0.2:3.5水泥粉炭灰岩陶粒找坡层200mm淳加气混凝土保护层隔汽层1.5mra厚水乳型聚合物水泥防水涂料20mm厚1:3水泥砂浆找平层现浇钢筋混凝土楼板外墙大样图4429xx办公楼外墙大样图屋顶平面图 三案例计算1.手工计算1.1建筑工程工程量计算表序号定额编号项目名称工程量计算式单位数量建筑工程1建筑而积76.3344+78.3944m2154.73首层(9.9+0.24X2)(7.2+0.24X2)-(2.7-0.12+0.24)(7.2-6-0.24+0.24)m276.33二M76.3344+(1.4+0.06)(2.7+0.06X2)X1/2m278.3921—1场地Y整76.33X1.4m2106.8631—4人工挖沟槽181.91+59.803m241.71外墙中心线(9.9+0.12+7.2+0.12)X2m34.68内墙净K线（沟）6-(0.75+0.3)X2+7.2-(0.75+0.3)X2+4.5-(0.75+0.3)X2m11.41—1(0.75X2+0.3X2+0.59)X(2.4-0.45)X34.683m181.912—2(0.75X2+0.3X2+0.59)X(2.4-0.45)X11.43m59.845—1CIO砼垫层15.61+5.943m21.55内墙净长线（垫）(6-0.75X2)+(4.5-0.75X2)+(3.6X2-0.75X2)m13.21—10.75X2X0.3X34.683m15.612—20.75X2X0.3X13.23m5.9454—1基础砌筑32.04+10.16-9.933m32.27内墙净长线（基）(6-0.12X2)+(4.5-0.12X2)+(7.2-0.12X2)m16.981—1〔0.1575+0.365X(2.4-0.3)〕X34.683m32.042—2〔0.0945+0.24X(2.4-0.3)〕X16.983m10.16扣地梁、圈梁(0.36X0.36+0.36X0.24)X34.68+(0.36X0.24+0.24X0.24)X16.983m9.9361—7回填十241.71-21.55-34.673m185.49扣室外地坪以下砖基础26.34+8.333m34.671—1(0.1575+0.365X(2.4-0.45-0.3))X34.68m26.342—2(0.0945+0.24X(2.4-0.45-0.3))X16.98m8.33 71—14房心回填土51.06X0.2663m13.58房问净面积(2.7-0.12X2)(6-0.12X2)+(3.6-0.12X2)(2.7-0.12X2)+(7.2-0.12X4X4.5-0.12X2)m251.06冋填厚度0.45-(0.008+0.006+0.02+0.05+0.1)=0.266m0.26681—15余土运输241.71-185.49-13.58-0.9X0.1X51.063m38.0494—17KP1粘土空心砖外墙75.95-8.80-1.30-5.99m360毛体积0.365X34.68X6m375.95扣门窗1.47X1.47X0.365X9+1.18X2.3X0.365+0.88X2.09X0.3653m8.8扣过梁0.36X0.18X((1.5+0.4)X9+(1.2+0.4)+(0.9+0.4)〕m31.3扣圈梁0.36X0.24X34.68X2m35.99104—19KP1粘土空心砖内墙24.45-0.29-1.96-0.753m21.45毛体积0.24X16.98X63m24.45扣过梁0.24X0.18X((1.2+0.4)+(0.9+0.4)X4〕3m0.29扣圈梁0.24X0.24X16.98X23m1.96扣板底梁0.25X0.35X(4.5-0.24)X23m0.75114—24女儿墙0.24X35.16X0.63m5.06女儿墙屮心线(9.9+0.12X2)X2+(7.2+0.12X2)X2m35.16125—55C25女儿墙砼压顶0.28X0.05X35.163m0.49135—22构造柱{(0.36+0.06)X0.36X5+((0.24+0.06)X(0.36+0.03)-0.03X0.03X2)X3+〔(0.36+0.06)X(0.24+0.03)-0.03X0.03X2)+0.36X(0.36+0.06)+((0.24+0.06)X(0.24+0.03)-0.03X0.03X2)X2}X63m9.14145—27过梁0.36X0.18X(1.5+0.4)X9+0.36X0.18X(1.2+0.4)+0.36X0.18X(0.9+0.4)+0.24XO.18X(1.2+0.4)+0.24X0.18X(0.9+0.4)X4m31.59155—27圈梁5.99+1.96m37.95外墙0.36X0.24X34.68X23m5.99内墙0.24X0.24X16.98X2m31.96165—27板底梁0.25X0.35X(4.5-0.24)X2m30.75175—28C25板5.61+6.09m311.7 首层板〔(7.2-0.24)(2.7-0.24)+(7.2-0.24)(4.5-0.24))X0.123m5.61二层板〔(2.7-0.24)(7.2-0.24)+(7.2-0.24)(4.5-0.24)+(2.7-0.24)(6-0.24))X0.13m6.09187—2模板11.7m211.7185—40直形楼梯(2.7-0.24)(6-0.24)m214.17195—44阳台1.46X2.82X0.13m0.41205—46雨罩1.8X1.2X0.13m0.22215—53C20砼台阶1.5X0.75X0.45=0.513m0.512213—1隔汽层下20厚1:3水泥砂浆找平层(7.2-0.24)(7.2-0.24)+(2.7-0.12+0.12)(6-0.24)m263.992313—126隔汽层1.5mm厚水乳型聚合物水泥防水涂料(7.2-0.24)(7.2-0.24)+(2.7-0.12+0.12)(6-0.24)m263.992413—127扣减0.5mm隔汽层同上m2-63.992512—2200mm加气砼保温层（T•铺）((7.2-0.24)(7.2-0.24)+(2.7-0.12+0.12)(6-0.24))X0.23m12.82612—18平均35mm厚1：0.2：3.5水泥粉炭灰岩陶粒找坡层63.99X0.0353m2.242713—1防水层下找Y层(9.9-0.24+0.25X2)X(7.2-0.24+0.25X2)-(0.25X0.25X4)-(2.7+0.12-0.12)(7.2-6)m272.32813—983mm^SBS改性汲i青油毡防水卷材同上m272.32912—35着色剂保护层同上m272.3307—2基础垫层模板0.3X34.68X2+0.3X13.2X2m228.73317—41板底梁模板(0.25X(4.5-0.24)+0.35X(4.5-0.24)X2)X2m28.1 327—38过梁、圈梁模板(0.24X34.68+0.24X16.98)X2m224.8337—54楼梯模板(2.7-0.24)(6-0.24)m214.17347—56雨罩模板1.8X1.2+1.8X3X0.1m22.7357—65压顶模板(0.05X2+0.02X2)X34.68m24.86367—77阳台栏板模板1.2X2.82X2+1.2X1.46X4m213.783715—5脚手架154.93X0.01100m21.553816—5大型垂直运输机械使用费154.73m2154.733918—14工程水电费154.73m2154.73装饰工程401—1100厚3:7灰土垫层51.06X0.13m5.11411—750厚C10砼垫层51.06X0.053m2.55421—1420厚1:3水泥砂浆找平层51.06+0.75X1.5m252.19431—51建筑胶砂浆粘贴地石专51.06+(7.2-0.24)X(4.5-0.24)+(7.2-0.24)X(2.7-0.24)+(0.75-1.5)+1.2X0.13X2+1.2X0.07X2+0.9X0.07X8+0.9X0.13X8+0.9X0.13X2+2.82X1.4m2104.12441—2135厚细石混凝土找平层51.06m251.06451—22每埔5mm51.06m251.06461—171地砖踢脚123.48-15+2.56m111.04房间净长线(2.7-0.24+6-0.24)X2+(7.2-0.24+2.7-0.24)X2+(3.6-0.24+4.5-0.24)X4+(2.7-0.24+6-0.24+4.5-0.24+7.2-0.24+2.7-0.24+7.2-0.24)X2m123.48减门洞口1.2X5+0.9X10m15加门侧0.13X10+0.07X18m2.56471—212砼散水假定砼散水宽600mni38.52X0.6m223.11散水中心线(9.9+0.48+0.6+7.2+0.48+0.6)X2m38.52481-190砼台阶1.5X0.75m21.13 492-120砼天棚抹灰粉刷石膏现浇板(2.7-0.24)X(7.2-0.24)+(3.6-0.24)X(4.5-0.24)+(3.6-0.24)X(4.5-0.24)+(2.7-0.24)X(6-0.24)+(2.7-0.24)X(2.7-0.24)+(7.2-0.24)X(4.5-0.24)十0.35X(7.2-0.24)X4m2116.43502-109耐擦洗涂料同上m2116.43513—24外墙抹底灰232.97-24.11+22.60-0.45X1.5m2230.76毛而积(9.9+0.48+7.2+0.48)X2X(6+0.45)m2232.97扣门窗1.47X1.47X9+1.18X2.39+0.88X2.09m224.11加门窗侧(0.2X1.47+0.2X1.47)X4X9+0.13X1.18+0.13X2.39X2+0.88X0.13+0.13X2.09X2m222.6523—28外墙凹凸型涂料同上m2230.76533—9外墙裙36.12-1.206+0.117m235.03毛面积(9.9+0.48+7.2+0.48)X2X0.9m236.12扣台阶、门0.45X1.5+1.18X0.45m21.206加门侧0.45X2X0.13m20.117543—98内墙而抹底灰354.22-50.10+8.917m2313.04毛面积(3.6-0.24+4.5-0.24+3.6-0.24+4.5-0.24+7.2-0.24+2.7-0.24+2.7-0.24+6-0.24+7.2-0.24+4.5-0.24+7.2-0.24+2.7-0.24+2.7-0.24+6-0.24)X2X3m2354.22扣门窗1.47X1.47X9+1.18X2.39X5+0.88X2.09X9m250.1加门侧0.08X1.47X36+0.13X1.18+0.13X2.39X2+0.07X1.18+0.07X2.39X2+0.88X0.13+2.09X0.13X2+0.88X0.07X8+0.07X2.09X16m28.917553—104闪墙耐擦洗涂料同上m2313.04563—214耐水腻子1.2X1.8+2.94X1.4m26.28576—43单玻平开塑钢窗1.47X1.47X9m219.45586-102门锁8个8596-108拉手12个12606-115窗附框同上m219.45616—8松木带亮自由门1.18X2.39X3m28.46 626—2胶合板门0.88X2.09X5m29.2636-113水泥砂浆后塞口8.46+9.20m217.66646—114门窗后塞口19.45m219.45656—131松木单轨窗帘盒0.2X9m1.8666-139窗帘轨同上m1.8676—121预制磨石窗台板1.62X0.21m20.34687—42水刷石1.2X2.94+1.4X1.2X2m26.89697—6栏杆2.5X2X1m25707—52扶手2.5X2m57110—2瓷砖面拖布池1个17211—12底漆5m257311—13窗帘盒底漆1.8m1.87411—1木门油漆8.46+9.20m217.661.2建筑工程预算表项R名称：某单位浞介结构二层办公室序兮定额编号子目名称工程g价值（元）其中（元）单位数量单价合价人工赀材料费机械费建筑T.程11-1人工土石方场地平整m2106.861.60170.98170.9821-4人工土石方人工挖土沟槽m3241.7127.006,526.176,526.1735-1现浇砼构件基础垫层C10m321.55277.295,975.60919.544,765.7829044-1砌砖砖基础m332.27247.417,983.921,944.275,908.9613151-7人工土石方冋填土夯填m3185.4913.722,544.922,411.3713461-14人工土石方房心回填m313.5820.07272.55262.77107卜15人工土石方余（亏）土运输m338.0423.77904.21243.4666184-17砌砖KP1粘土空心砖外墙厚度（mm）365m360.00268.7116,122.603,622.2012,275.4022594-19砌砖KP1粘土空心砖内墙厚度（mm）240m321.45265.035,684.901,232.524,373.6679 104-24砌砖KP1粘十申心砖女儿墙厚度(ram)240m35.06258.081,305.88267.321,020.5518115-55现浇砼构件M:他构件C25m30.49375.53184.0144.40128.3711125-22现浇砼构件芯柱C20m39.14366.723,351.82863.182,287.83201135-27现浇砼构件过梁、阁梁C25m31.59380.61605.17150.57419.7835145-27现浇砼构件过梁、圈梁C25m37.95380.613,025.86752.872,098.88174155-27现浇砼构件过梁、阁梁C25m30.75380.61285.4771.03198.0116165-28现浇砼构件板C25m311.70332.543,890.71548.963,085.64256177-2现浇砼模板带形基础冇梁式m211.7033.49391.83168.95196.9126185-40现浇砼构件楼梯直形C25m214.1799.281，406.79389.53898.66119195-44现浇砼构件阳台C25m30.41389.88159.8537.81107.9814205-53现浇砼构件台阶C20m30.51355.64181.3741.44128.00122113-1水泥砂浆找平层厚度(醐)20平面m263.998.92570.80204.13350.67162213-126屋而防水水乳型聚合物水泥基S合水涂料厚度(mm)2m263.9954.553,490.65253.403,204.62332313-127屋谢防水水乳型聚合物水泥基复合水涂料P7度(mm)每增减0.1m2-319.952.74-876.66-67.19-799.87-102412-2屋而保温加气砼块千铺m312.80251.943,224.84290.182,904.32302512-18找坡层水泥、粉煤灰、页岩陶粒m32.24404.05905.0794.86777.57332613-1水泥砂浆找平层厚度(醐)20平面m272.308.92644.92230.64396.20182713-98屋而防水SBS改性沥青防水卷材厚度(nim)3m272.3041.533,002.62257.392,708.36372812-35屋而而层着色剂m272.301.53110.6187.4822.411297-2现浇砼模板带形基础育梁式m228.7333.49962.17414.86483.5364307-41现浇砼模板宵梁板普通模板m28.1035.85290.38175.2892.3423317-38现浇砼模板圈梁直形m224.8027.76688.44451.36212.7824327-54现浇砼模板楼梯直形m214.1780.231，136.86765.46300.8371337-56现浇砼校板台、雨單m22.7038.01102.6351.3345.066347-65现浇砼模板萁他构件m24.8642.22205.20100.8093.1711 357-77现场预制砼模板阳台栏板m213.787.76106.9430.3276.623615-5脚手架混合结构100m21.551,113.531,722.97463.791,222.32373716-5人型乖直运输机械使用费檐高25m以下建筑而积(m2)5000以内m2154.7317.052,638.152,6383818-14工程水电费公共逑筑工程其他结构檐高(m)25以下四环以外m2154.7312.811,982.091,982.09合计81,883.2724,473.4251,967.425,44239装饰工程401-1垫层灰土3:7m35.1185.38436.29251.05176.149411-7垫层现场搅拌混凝土m32.55297.95759.77173.83546.1340421-14找平层1:3水泥砂浆厚度20mm硬基层上m252.1911.05576.70248.42307.4021431-51块料面层地砖建筑砂浆粘贴每块面积(0.09m2以内)m2104.1270.637,354.001，538.895,637.06178441-21找平层现场搅拌细石泥凝土厚度30mmm251.0613.28678.08252.75396.7429451-22找平层现场搅拌细石混凝土梅埔减5mmm251.062.27115.9149.5361.785461-171踢脚地砖m111.049.471,051.54395.30621.8234471-212散水混凝土m223.1129.43680.13233.64417.6029481-190台阶浞凝土m21.1348.1854.4427.0625.072492-120天棚而层装饰粘贴裱贴绵缎有海绵底m2116.4387.4810,185.302,064.307,840.40281502-109天棚ifti层装饰涂料耐擦洗涂料m2116.435.71664.82312.03339.9813513-24外墙装修涂料涂料底层抹灰砖墙砌块墙m2230.7617.223,973.692,365.291,488.40120523-28外墙装修涂料涂料血层pq凸型m2230.7619.824,573.66816.893,634.47122533-9外墙装修一般抹灰、装饰抹灰水刷石抹灰墙面靑水泥m235.0331.811，114.30807.79279.5427543-98内墙装修涂料及裱糊而层涂料、裱糊底层抹灰混凝土、砌块埔m2313.0414.934,673.693,164.831,377.38131553-104rt墙装修涂料及裱糊ifii层耐擦洗涂料m2313.044.671,461.90760.69673.0428563-214零星项目耐水腻子m26.286.8042.7018.7822.921576-43觀钢门窗平开窗单玻m219.45324.746,316.19445.215,630.5240 8586-102特殊五金门锁执手锁个8.0057.19457.5299.20346.0812596-108特殊五金金屌管子拉手个12.0038.31459.72162.24285.9612606-115其它项目窗附框m219.4569.221,346.3265.741，241.1039616-8木门窗自由门松木带亮m28.46322.142,725.30281.722,392.2351626-2木门窗胶合板门m29.20228.592,103.03139.661,907.6256636-113其它项H门窗后塞口水泥砂浆m217.665.68100.3183.1815.362646-114其它项H门窗后塞口填充剂m219.4511.88231.0696.47128.956656-131興它项目明脔帘盒松木单轨m1.8038.8869.9821.4942.626666-139其它项H窗帘轨单轨m1.8015.1427.256.8218.092676-121其它项S窗台板预制磨石不带铁活m20.34100.0134.018.7224.421687-42大理石栏板m26.89251.251,731.12456.261,229.8045697-6楼梯栏杆（板）烤漆钢管栏杆m25.0094.88474.40150.15305.8018707-52楼梯扶手松木m5.0049.05245.2545.75192.8577110-2拖布池瓷砖面个1.00223.16223.16113.85104.4157211-12木材而油漆底油-•遍，调合漆二遍木扶乎不带托板m5.004.1520.7513.307.1007311-13木材ifti油漆底汕一遍，调合漆二遍脔帘盒m1.807.3313.199.683.2907411-1木材而油漆底油-•遍，调合漆二遍单层木门，窗m217.6619.74348.61189.67152.766合计55,324.1015,870.2037,874.901,579'