毕业论文--大楼工程量计算及施工组织设计

1、毕业论文-大楼工程量计算及施工组织设计 摘 要本毕业设计为山东相应工程量计算相应施工图预算以及施工组织设计施工组织设计是对工程建设工程全过程的构思设想和具体安排用来指导施工工程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那么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工程的成败本次毕业设计的内容主要分为两局部第一局部每人计算一局部工程量套消耗量定额进行相应局部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局部施工组织设计根据本工程的特点和施工条件及工期

2、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局部项工程的划分编制施工组织进度方案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适宜的资源需要量方案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关键词 工程量施工图预算施工组织设计施工方案ABSTRACTThe graduation design for Shandong jining city retires to the second army retired cadres in retreat the correspo

3、nding 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 compr

4、ehensive 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 constructi

5、on 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 engin

6、eering 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 cons

7、truction 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 accordin

8、g 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 d

9、rawing budget Construction organization designConstruction planThe main purpose目 录摘 要IABSTRACTII第1章工程量计算111 标高在3550-6850裙楼局部建筑面积计算1com-6850裙楼局部工程量计算表1com-6850裙楼局部钢筋工程量计算明细表6第2章 施工组织设计3921编制说明39com39com织设计编制的根本原那么3922编制依据4023工程概况4024施工方案及施工技术的选择41com 施工临时用水用电方案41com料进场方案42com场质量验证43com械选择方案43com程施工方案

10、43com1根底工程施工要求43com2根底工程施工方法44com程施工方案46com1主体工程施工要求46com2模板工程施工方法48com3钢筋工程施工方法49com4混凝土工程施工方法52com5砌筑工程施工方法54com6 测量工程56com7 楼地面工程施工方法56com8 屋面及防水工程58com程施工方案60com1主要装饰工程施工工序60com2外墙抹灰刷涂料粘贴文化石61com3内墙顶棚抹灰刷乳胶漆63com4吊顶施工64com5楼地面工程65com6门窗工程66com7卫生间和洗手间墙面磁砖69com8室外工程 室外设施装修 70com法技术复核7025施工进度方案70co

11、m 施工进度方案计算70com动量确定各施工过程的施工天数7726 施工进度方案横道图80施工进度方案横道图见附图8027施工平面图80com工平面图设计原那么80com料堆场面积和各种临时设施的计算8128工期保证总措施82com 主体施工进度保证措施83com良监督管理体系8429主要技术经济指标84210雨季与冬季施工措施85com工措施85com工措施86211 环境保护措施86附 录87结束语179外文文献翻译180混凝土的线弹性和破坏准那么181致 谢182参考文献183第1章工程量计算11 标高在3550-6850裙楼局部建筑面积计算288-0302501 1970102 577

12、com-6850裙楼局部工程量计算表表1-1 济宁军分区干休二所裙楼标高在3550-6850局部程量计算表序号工程名称计算部位计算规那么及公式 单位工程量1现浇矩形柱混凝土C25裙楼标高在 3550-6850 柱局部柱长柱宽柱高柱的个数050533201m31652 现浇单梁连续梁混凝土C25KL194300750KL204300750KL214300750KL224300750梁长梁宽梁高梁个数288-02-055 03 075-0012 4m3197323 现浇单梁连续梁混凝土C25KL283250550KL853 250550KL853250550KL853250550KL2432505

13、50KL253250550KL263250550KL823250550梁长梁宽梁高梁个数 200-054 025 055-0012 8m315484 现浇单梁连续梁混凝土C25KL233250750梁长梁宽梁高梁个数200-054025075-00121m328355 现浇单梁连续梁混凝土C25LL798200350梁长梁宽梁高梁个数2905-03-025802075-00121m3123056 现浇单梁连续梁混凝土C25LL841250500LL841250500LL841250500LL841250500梁长梁宽梁高梁个数69-03 025 05-0012 4 m325087 现浇单梁连续

14、梁混凝土C25LL77 4 200350LL78 2 200350LL83 1 200350梁总长梁宽梁高172-025475-02543-0252262-27-02502035-00121m3096378 现浇单梁连续梁混凝土C25LL86 1 200450LL21 1 200450梁长梁宽梁高梁个数 72-0252 02 045-0012 m3044229现浇混凝土板C25裙楼标高在6850板局部板长板宽板高19703288-0301025-4189750012m36421210现浇混凝土楼梯板C25裙楼标高在 3550-6850 楼梯局部69-15-025152-02562-15-025

15、33-025m241898 11现浇混凝土过梁C25裙楼标高在 3550-6850 过梁局部020181802421602012150242102012150242202012090242402012080242m30654512门窗裙楼标高在 3550-6850 门窗局部181451615145152120921408212m26115513现浇混凝土构造柱C25裙楼标高在 3550-6850 构造柱局部0202633-075130202633-05518m34297814砌体裙楼标高在 3550-6850 砌体局部263533-07527633-075200633-075263533-07

16、51833-07516433-05521833-0552633-0552-4176-2175-126-75602367533-0012392533-0012-33601m39993115模板含构造柱过梁模板裙楼标高在 3550-6850 脚手架局部内 69-025-0466-20-025-01420-01-025262-025-03462-02338-0241-01533-0012外288533220331m25636717楼地面找平层和整体面层裙楼标高在 3550-6850 局部2885-02220-022-3362m253668楼梯面层裙楼标高在 3550-6850 局部119026130

17、265064160310172m240173台阶面层裙楼标高在 3550-6850 局部11901651401656416015112m220988踢脚板裙楼标高在 3550-6850 局部28854-4072-09222286984682026212015m2459318屋面主楼标高在49350屋面局部149314-461408642177417108103974m26065719楼梯扶手裙楼标高在 3550-6850 局部755812927309m3615720钢筋裙楼标高在 3550-6850 柱梁板门窗过梁构造柱楼梯板局部现浇构件圆钢筋60502现浇构件圆钢筋83647现浇构件圆钢筋1

18、01462现浇构件圆钢筋121449现浇构件螺纹钢筋100021现浇构件螺纹钢筋120577现浇构件螺纹钢筋140751现浇构件螺纹钢筋160339现浇构件螺纹钢筋180554现浇构件螺纹钢筋202138现浇构件螺纹钢筋222362现浇构件螺纹钢筋251148现浇构件箍筋81739现浇构件箍筋100092植筋616201633000616520205281302048柱内纵筋321632330006165161610561666621柱内箍筋1248 054-8003400081400082 124000616588249984986336柱内箍筋1248 05-2003-002 300160

19、0082 05-20030008 214000821240006165881795270844柱内箍筋1248 05-20030008 2 05-2003-002 300160008214000821240006165881795270844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 3550-6850 柱局部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641864330006165181821124218636柱内纵筋12814128330006165141442245104028柱内箍筋4968 054-80034000814000

20、82 4960006165889999363945347柱内箍筋4968 05-2003-002 3001600082 05-20030008 21400082496000616588718208283376柱内箍筋4968 05-20030008 2 05-2003-002 30016000821400082496000616588718208283376柱钢筋小计现浇构件螺纹钢筋7202102048kg 现浇构件螺纹钢筋184218636kg现浇构件螺纹钢筋161666621kg现浇构件螺纹钢筋145104028kg 现浇构件圆钢筋821338747kg构件名称KL19 构件数量共1个 构

21、件位置裙楼标高在 3550-6850 梁局部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 04340021500235002 22785200061652020581681434423梁下部通长筋局部2226714340022150022350022490022200061652222165244930532206714340021500235002490022000616520201624400478612671434001215001235001249001260006165121245312402262梁下部通长筋局部4226723400222490022400061

22、6522223364641003961420672340022490024000616520203302481437210126723400122490012100006165121276336677680梁下部通长筋局部2226414340022150022350022490022200061652222159244751502206414340021500235002490022000616520201564385682412641434001215001235001249001220006165121229008257521梁内支座筋222674043400221500223500222

23、0006165222247624142103梁内支座筋2226440434002215002235002220006165222246124137628梁内支座筋62267205600061652222231689272梁内箍筋含加密箍筋1668 030752-800254000821400081660006165884906961936090构件名称KL20 构件数量共1个 构件位置裙楼标高在 3550-6850 梁局部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 04340022150022350022 227852000616522225852481746298梁内支

24、座筋420674043400215002350024000616520209268228549梁内支座筋4186440434001815001835001840006165181887112174003梁内支座筋42567205400061652525154593381梁下部通长筋局部425 6714340025150025350025490025 4000616525253391306209322 6714340022150022350022490022 30006165222224786739580412 6714340012150012350012490012 4000616512123

25、0208268175梁下部通长筋局部825 6723400252490025 80006165252569162664821622 6723400222490022 6000616522225046961505942812 6723400122490012 1200061651212610688542144梁下部通长筋局部425 6414340025150025350025490025 4000616525253271259972322 6414340022150022350022490022 30006165222223886712725412 64143400121500123500124

26、90012 40006165121229008257521梁内箍筋含加密箍筋1668 030752-800254000821400081660006165884906961936090吊筋822075-00252-00222sin4520002220350052800061652222136753408053构件名称KL22 构件数量共1个 构件位置裙楼标高在 3550-6850 梁局部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 04340018150018350018 227852000616518185801121158751梁内支座筋2226740434002215

27、002235002220006165222247624142103梁内支座筋2226440434002215002235002220006165222246124137628梁内支座筋722672054000616522222695804150梁下部通长筋局部422 6714340022150022350022490022 40006165222233048986196612 6714340012150012350012490012 60006165121245312402262梁下部通长筋局部620 67234002249002 600061652020495361221558218 672

28、3400182490018 200061651818162021323604412 6723400122490012 400061651212305344271072梁下部通长筋局部220 641434002150023500249002 2000616520201564385682218 6414340018150018350018490018 20006165181815356306730412 6414340012150012350012490012 40006165121229008257521梁内箍筋含加密箍筋6710 030752-8002540012140016700061651

29、01014874916982868 030752-80025400082140008166000616588185416731577构件名称KL23 构件数量共1个 构件位置裙楼标高在 3550-6850 梁局部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 04340021500235002 21905200061652020406881002873梁内支座筋125625404340025150025350025100061652525236591126梁内支座筋125574043400251500253500251000616525252227585828梁内支座筋225

30、625612052000616525257175276462梁下部通长筋局部220 6251434002150023500249002 2000616520201534378284118 62514340018150018350018490018 1000616518187528150396梁下部通长筋局部218 6123400182490018 200061651818150008299635116 6123400162490016 10006165161673448115919梁下部通长筋局部220 571434002150023500249002 20006165202014243511

31、58118 5714340018150018350018490018 1000616518186978139383梁内箍筋含加密箍筋1748 0250752-800254000821400081740006165883577441415151构件名称KL24KL25KL26KL28 构件数量共4个 构件位置裙楼标高在 3550-6850 梁局部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 04340022150022350022 219052000616522224091481221139620 04340021500235002 219056000616520201220

32、04308619梁内支座筋12562540434002515002535002510006165252523659112632262540434002215002235002230006165222268061203084318625404340018150018350018300061651818642091282553186254043400161500163500163000616516166228398298梁内支座筋1255740434002515002535002510006165252522275858289165740434001615001635001690006165161

33、6174474275362梁内支座筋2256256120520006165252571752764621222625612051200061652222430512845526206256120560006165202021525530807梁下部通长筋局部225 62514340025150025350025490025 2000616525251605618427122 62514340022150022350022490022 1000616522227812233099220 6251434002150023500249002 2000616520201534378284518 625

34、14340018150018350018490018 5000616518183764751844216 62514340016150016350016490016 20006165161614772233138梁下部通长筋局部625 6123400252490025 60006165252548271859903622 6123400222490022 6000616522224686961398523220 61234002249002 20006165202015312377594118 6123400182490018 10006165181875004149817梁下部通长筋局部22

35、5 5714342188 0250552-800254000821400086150006165881018444018357吊筋416075-00252-00162sin452000162035005280006165161692358145764214075-00252-00142sin45200014203500528000616514144469254004构件名称LL82 构件数量共1个 构件位置裙楼标高在 3550-6850 梁局部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 04340021500235002 2190520006165202040668100

36、2873梁内支座筋6256256120560006165252521525829385梁下部通长筋局部222 62514340022150022350022490022 20006165222215624466198120 6251434002150023500249002 100061652020767189142梁下部通长筋局部220 61234002249002 20006165202015312377594118 612340018249001810006165202075004149817梁下部通长筋局部325 5714340025150025350025490025 3000616

37、5252522425864063梁内箍筋含加密箍筋1228 0250552-80025400082140008122000616588202132797137构件名称LL85LL85LL85 构件数量共3个 构件位置裙楼标高在 3550-6850 梁局部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618 04340018150018350018 29056000616518182123361223118梁内支座筋1822625612051800061652222645751926828梁下部通长筋局部922 62514340022150022350022490022 900061

38、652222703082097891梁下部通长筋局部922 6123400222490022 9000616522227030442097786梁下部通长筋局部922 5714340022150022350022490022 900061652222653581950192梁内箍筋含加密箍筋988 0250552-8002540008214000898000616588162288640324构件名称LL84LL84LL84LL84 构件数量共4个 构件位置裙楼标高在 3550-6850 梁局部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814 04340014150014350

39、014 2625800061651414571904691056梁下部通长筋816 04340016150016350016 2625800061651414582176918812 414 04340014150014350014 2625800061651414285952345528梁内支座筋2414 625404340014150014350014 2400061651414482856583456梁内箍筋含加密箍筋1766 025052-80025400062140006176000616566262592582796构件名称LL77LL77 构件数量共2个 构件位置裙楼标高在 35

40、50-6850 梁局部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416 04340016150016350016 2695400061651616319088505398梁内支座筋2146256120520006165141438546522梁下部通长筋局部814 14340014150014350014490014185 80006165141422752274922梁下部通长筋局部814 12523400142490014 800061651414187136226124梁内箍筋含加密箍筋808 020352-80025400082140008800006165889248

41、36489构件名称LL78LL78 构件数量共2个 构件位置裙楼标高在 3550-6850 梁局部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616 04340016150016350016 269560006165161622663235768梁下部通长筋局部414 14340014150014350014490014125 40006165141417952216922梁内箍筋含加密箍筋288 020352-800254000821400082800061658835168138758构件名称LL21LL83LL86 构件数量共3个 构件位置裙楼标高在 3550-6850 梁

42、局部梁上部通长筋214 04340014150014350014 236520006165141490976109930220 04340021500235002 23225200061652020 9018222384214 04340014150014350014 23052000616514147897695430梁下部通长筋局部222 18514340022150022350022490022 2000616522226824203619梁下部通长筋局部222 15514340022150022350022490022 2000616522226524194667梁下部通长筋218 0

43、4340018150018350018 2322580006165181887612175001 218 04340018150018350018 230580006165181884112168010梁内箍筋含加密箍筋418 020452-800254000821400084100061658855596219360梁内箍筋含加密箍筋178 020352-80025400082140008170006165881965277539梁部钢筋 小计现浇构件螺纹钢筋2511479035kg现浇构件螺纹钢筋22 23618018kg现浇构件螺纹钢筋2021052056kg现浇构件螺纹钢筋185837

44、866kg现浇构件螺纹钢筋162971036kg现浇构件螺纹钢筋142643894kg现浇构件圆钢筋12现浇构件圆钢筋10现浇构件圆钢筋8现浇构件圆钢筋6 构件位置裙楼标高在6850板局部钢筋位置钢筋根数钢筋型号计算公式总长度m工程量KgD-1D-3348111 012-0015 2340006165884488177079D-1D-31010 16-0015 063 012-0015 210000616510102425149501D-3148 169-00152 012-0015 2140006165882618103296C-D-31010 16-0015 063 012-0015 21

45、0000616510102425149501C-D368119 012-0015 236000616588504198858B-C-31010 16-0015 063 012-0015 210000616510102425149501B-3148 169-00152 012-0015 2140006165882618103296A-B-31210 16-0015 062 012-0015 212000616510102898178662A-B-3168122 012-0015 216000616588228890275D-1D-73180972 012-0015 231000616588665

46、26974D-1D-711101052 012-0015 211000616510102541156653D-7161014105-0015 012-0015 216000616510104232260903B-C-D-752101052 012-0015 2520006165101012324759775B-7141014-0015105 012-0015 214000616510103703228290A-B-712101052 012-0015 212000616510102772170894A-B-718121082 012-0015 218000616512124266378718D

47、-1D-12311009209720 012-0015 231000616510101271783572B-C-D-12100101051020 012-0015 210000061651010426262629A-B-12211010215-0015 012-0015 2210006165101070245433060A-B-12211010334-0015 012-0015 2210006165101097125598776A-B-1220100792 012-0015 22000061651010358220707A-B-122010065 012-0015 22000061651010172106038D-1D-16168111 012-0015 216000616588211283331B-C-D-16908119 012-0015 290000616588126497146A-B-16198098 012-0015 219000616588226189217-12-1D108074 012-0015 21000061658895374833-16-1D888105 012-0015 28800061658811088437488D-1D-3-73