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1、九州職業(yè)技術(shù)學(xué)院畢業(yè)設(shè)計(jì)專業(yè):建筑工程技術(shù)班級:12-6指導(dǎo)老師:學(xué)號:37姓名:編制依據(jù):(1)設(shè)計(jì)單位提供的設(shè)計(jì)圖紙,(2)相關(guān)規(guī)范規(guī)定:《幸福置業(yè)公園天下小區(qū)工程施工招標(biāo)文件》《住宅建筑規(guī)范》GB50368-2005《砼結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50204-2002)?《屋面工程技術(shù)規(guī)范》(GB50207-94)《?建筑裝飾裝修工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50210-2001)?《建筑地面工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50209-2002)《建筑工程施工質(zhì)量驗(yàn)收統(tǒng)一標(biāo)準(zhǔn)》(GB50300
2、-2001)?《施工現(xiàn)場臨時(shí)用電安全技術(shù)規(guī)范》(JGB46-88)《建筑施工高出作業(yè)安全技術(shù)規(guī)范》(JGJ80-91)?《建筑機(jī)械使用安全技術(shù)規(guī)程》(JGJ33-2001)《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》(JGJ130-2001)《建筑施工安全檢驗(yàn)標(biāo)準(zhǔn)》(JGJ59-99)《與本建筑類型相應(yīng)的現(xiàn)行建筑規(guī)范》國家和地方有關(guān)設(shè)計(jì)、建設(shè)的專項(xiàng)令、法規(guī)、規(guī)定、標(biāo)準(zhǔn)、規(guī)范。目錄編制依據(jù)·················································1一、工程概括··
3、··········································4二、施工部署·············································61.施工準(zhǔn)備···················································62.基礎(chǔ)工程···················································73.主體結(jié)構(gòu)工程································
4、················74.屋面工程···················································105.室內(nèi)外裝修工程·············································10一、施工進(jìn)度計(jì)劃········································二、質(zhì)量保證措施········································三、安全及文明施工保證措施··········
5、····················四、環(huán)境保護(hù)措施·······································五、雨季施工措施·······································六、成品保護(hù)方案及管理··································附:施工進(jìn)度計(jì)劃表··································施工圖紙········································一、工程概
6、括1.工程建設(shè)概括:建設(shè)單位:浙江錦天建設(shè)工程有限公司工程名稱:公園天下小區(qū)性質(zhì):住宅區(qū)設(shè)計(jì)單位:建設(shè)院施工單位:浙江錦天建設(shè)工程有限公司監(jiān)理單位:甲方:幸福置業(yè)有限公司,監(jiān)理方工期要求:開工日期定于2014年5月10日,至2015年1月20日底竣工,總工期為255個(gè)工作日。2.工程施工概括:(1).本工程位于安徽省阜陽市潁上縣公園天下小區(qū)內(nèi),為五層磚混凝土結(jié)構(gòu)住宅樓,采用定型設(shè)計(jì)標(biāo)準(zhǔn)圖紙。平面形狀為“一”字形,ABA單元組合,全長27.6m,寬16m,建筑面積為5233.6m2,建筑層高2.9m
7、,總高14.5m,室內(nèi)外高差60cm,現(xiàn)場地勢平坦,(詳見施工平面圖),土壤為粘土,放坡1:0.33,每邊留工作面10cm。(2).結(jié)構(gòu)概括:本工程采用內(nèi)橫墻承重結(jié)構(gòu)體系,外墻未365厚,內(nèi)墻為240厚,隔墻為120厚,樓板為100mm,原現(xiàn)澆砼C25,預(yù)制陽臺及挑檐板,最大構(gòu)建重量為798kg;抗震設(shè)計(jì)按80設(shè)防。每層設(shè)圈梁及構(gòu)造柱,構(gòu)造柱在地深處生根。基礎(chǔ)為磚砌條形基礎(chǔ),下為3:7的灰土墊層,并于墊層上皮設(shè)置地梁一道?;炷翉?qiáng)度等級為C20;首層砂漿標(biāo)號為M7.5,二層以上為M5.(3).裝修
8、概括:室內(nèi)均為水泥地面,混合砂漿墻面,廚房、廁所味水泥墻裙,外墻窗間墻塑J9501,首層勒腳,單元廳頭為水刷石,窗臺、窗楣、挑檐腰線抹灰后在立邊刷色漿,其余為蘇J9501。層面為帶砂防水層。(4).自然條件:施工期間各月均為正常溫度,現(xiàn)場地勢平坦,無地下障礙物,三類場地土,地下水位在-4.00m以下。(5).技術(shù)經(jīng)濟(jì)條件:本工程西側(cè)僅靠變電所,南側(cè)37m外有實(shí)驗(yàn)室,施工中需要的水電均有電路水網(wǎng)中引出;交通運(yùn)輸方便,現(xiàn)場道路情況詳見施工平面圖。由于工程位于學(xué)院內(nèi),臨近食堂,工人宿舍可