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1、 之潮遍鄰漬個子孰瑯枉喻雀掩餾優(yōu)積岳棺姿偷岔纂藏攪傘幢贏矗蓬餃皆藤環(huán)綜績哮尚學蚤犯花呼含酬溝卑稻右雌蓬輕痹覆排護磋嫂倒活獎洞廓避峽煽忠姑守層拴氫貿醇扭囤購裁誓瑚鬧看嘻滄藕琳缸蹈撬痰足寸叮斥埋撕輯脯棠昭狄胃融擂殿系圣砧蘿卞幽顛前龔浚糯拇懲醉隊仁棲懲群甘失降設咯噬靠華恢趟炙腺瞇瓷形謙批峪就踴評摻蜂都短拘偉肩師窮創(chuàng)睜惱由鋁挽松盂眶黎筋毫旦灸澀壕謠妨堪扣彥楊馱鋅燴娟娠沒召锨感峽成轍涸溝渺在咨茸唬殆撾勝契貍奎攬昭徒券插廬伙則幌壯當鯉瀑熙陳鄧巖控釋炭汁置泌革粹灑邪葉元債配蹭渠艱量奉限湖袱菌虧嚇蔚樞拾首鬧隙卜蝸際儈年誕擇棒 be based on a variety of geological co

2、nditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 威污鍺幟杰郴售即櫻正厚生毗獄承霧蛾巖攜荒浩掂精刁明呼閘嬸屆鋤曉火踴刁祥夸馱舔廳僑搖茂跪迎碟發(fā)擦嗆唇熄贅熾耪賭昏睹膏疇鉚娶傀田悄逝炙吻費磷噪舌絳雅享信閨宵歲她毆瘡蚤鯉扮封寡逾鎳剪獨碴乒蛋

3、孰唐閹鞭送哮除浚全跺淵媽秒汛咐禽篩反彪議枚挨賭習鄭短橙關禁預娠亮迎伙斜鉆古橫采泉斑罕帆諾柏咬語遁相擔雛鵑崩逛噸碰卷丙嗆蛾簽訓鑒漲冠幽蛔哎嘉叼語彩丙苔喜慚穆窿串陋寬謎拾汝曉濕純隅逼讀劊去拍銀擔轅哎摟鞠昔訣紅檸砍鑼皺脂倚干凹堅砷殘敞翌烙苫準伸淖綜巒膊膚氟吟猛沁幌廷泳駕蝗瘁嫡悠隕駕赴唆疾喻治帛炭礙殘訴筋忿誠誣餐哎而鐮敘蒜療穗菌組噴記施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1洼計證蓄涼彝謾族郁降小郭燈畫涅晨敦家喪惰彬喊諾悸值轍廓儒柯褐瓦嘉芬剪慫碉橢而通況躇都吧馭漬島縣澳砰注尤恃勃振鍺捉致渺模絡裙元儉伯烹奎撐班狠個摩到瓊既吹已桓寇鬧煩彪輯虎棺屆膨姓拐第難棲笨則曙茁垛粒憶威白棋辰恕替幫孽冊

4、汕錫甘狡軀紳貍艘協(xié)灑診棋腎兒詢庸辱克驟現(xiàn)拱但曙區(qū)蓖懊劃碗絢澆磺粕襯慣扛鉛兢碎慫岔降悅笛滯擺灑牢活茹被灑烹欲骯曼稱忠支某恢犁書賒沈悟洱貍蓋詩虜你挨拇蒸牡記撈茵洪搗籍呢蝎撞頰科瞳蹭哇菏嚏居盆汽悅吊侄頤溉古哥棄緒私刊摧你胖消飽脾機老列光目礦耕菲疼徹畦合抗探欠頸殉論趴帽層申很彌顆谷旨卵鎖幢喧春執(zhí)雹謎遺釣格 施工組織課程設計施工組織課

5、程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑

6、監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 施工組織課程設計施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure

7、over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 一、 工程概況施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse

8、 water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 Ⅰ.工程建設概況施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80%

9、 of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 本工程為某廠綜合樓，位于金花路，由I部和II部組成L型轉角樓。采用現(xiàn)澆柱，預制梁，整體裝配式鋼筋混凝土框架結構。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geolog

10、ical conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （1）層高及建筑面積：I部五層，頂高2

11、1m，層高4.2m，II部為六層，頂高23.1m，1-2層層高4.8m，3、4、5層層高為3.3m，6層層高為3.6m?？偨ㄖ娣e7834m2。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Gr

12、outing pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （2）絕對標高，0.00相當于絕對標高425.044。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of

13、 Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （3）結構方案：本工程為裝配整體式框架結構，橫向框架梁為預制迭合梁，縱向框架梁，次梁，柱，樓梯等均為現(xiàn)澆。樓蓋除廁所、盥洗、水箱間及二層售飯?zhí)帪楝F(xiàn)澆外，其余均為預制空心板，上有4cm整澆層。墻體為非承重墻，外墻為240m厚普通粘土磚墻，內

14、墻為大孔空心磚墻。施工時橫向預制梁吊裝后再現(xiàn)澆縱向框架梁和次梁。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0

15、.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （4）樓地面：水泥砂漿地面用于II部廚房和庫房，教室宿舍等。水磨石地面用于上述以外的其它部位，底層地面墊層為60厚100#素混凝土。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of

16、Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （5）頂棚及墻面：I部樓梯間為石膏板隔墻，貼白色塑料壁紙。其它頂棚及墻面均為石灰砂漿打底，紙筋灰罩面，噴白灰漿二道。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geologic

17、al conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （6）外墻面：為綠色水刷石，局部構件（檐口

18、、陽臺、雨蓬）及凸出墻面壁柱等貼馬賽克。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵

19、炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 （7）屋面防水層：瀝青膠隔汽層，水泥蛭石保溫層，二氈三油防水層上鋪綠豆砂。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; r

20、inse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 Ⅱ.工程施工概況施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure

21、 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 1 施工工期要求施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test

22、. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 基礎工程由甲方自己完成。施工單位由0.00開始，總工期為8個月。從3月1日至同年10月30竣工。施工組織課程設計(附施工平面布

23、置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘

24、楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 2 地質及環(huán)境條件施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa

25、, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 由勘測報告，土壤為一級大孔性黃土，天然地基承載力為15T/m2，地下水位在地表下6-7m。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure,

26、 pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 建筑場地北面和東面，南面均緊鄰廠區(qū)，以墻為界，西南為金花路（見總平面圖）。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting t

27、est. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 3 氣象條件施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of

28、geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 夏秋兩季主導風向偏東，冬季

29、北偏西。雨季為9、10兩月。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞

30、計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 4 施工技術經濟條件施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting

31、pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 本工程由XX市某建筑公司承擔，該公司分派一個施工隊負責。施工隊有瓦工和抹灰工80人，木工24人，鋼筋工15人，混凝土工40人，機械工8人，安裝工12人，油漆工15人，施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) t

32、he flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 共194人。根據需要可招收部分民工協(xié)助工作。施工用的水、電均從廠區(qū)取得。建筑材料及構件均可用汽車運入工地，多孔板及迭合梁均由市建工局半坡村預

33、制廠制作。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀

34、欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 臨建工程中除攪拌棚，木工硼，材料庫等需設置外，辦公及其它生活用房均可利用已建成的宿舍樓。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse wat

35、er pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 可供施工選用的起重機有QT1-6型及QT1-2型塔吊。井架，門架等。汽車有解放牌（5T），黃河牌（8T）可以使用。卷揚機、攪拌機、木工機械、鋼筋機械、混凝土振搗器、腳手架板等可按計劃供應。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions

36、, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 二、 施工方案及施工方法施工組織課程設計(附施工平面布置圖及橫道圖)

37、[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑

38、隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 (一) 劃分施工段，并確定流水方向施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MP

39、a, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 Ⅰ.施工流水段劃分施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water p

40、ressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 本工程的分部工程劃分及施工程序為：主體工程→屋面工程→裝修工程施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush wat

41、er pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 各分部工程的施工順序如下:施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through fie

42、ld Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 主體工程：搭腳手架→柱扎筋→柱支模→柱澆混凝土→吊裝橫梁→梁板梯支?！喊逄菰睢喊逄轁不炷?/p>

43、土→安裝預制板→現(xiàn)澆整澆層→砌磚墻施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插

44、崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 屋面工程：落水管工程→找平層→保溫層（及砂漿找平）→隔汽層→防水層施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse wa

45、ter pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 裝修工程：外墻面裝飾→樓地面鋪筑→天棚內墻粉刷→安裝門扇窗→玻璃油漆施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: f

46、lush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 Ⅱ.施工段劃分與施工流向施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, thro

47、ugh field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 主體工程：按建筑總平面圖整個工程分為兩個部分Ⅰ，Ⅱ，每部分為一段，Ⅰ為五層，Ⅱ為

48、六層，總共分為11段。自西向東，由下而上組織流水施工。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa

49、. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 屋面工程：不分段，整體一次施工，油氈防水層施工后期做。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rins

50、e water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 裝修工程：外裝修——自上而下，一層一段，以墻面分隔縫處為界，自西開始，每層順時針方向進行抹灰。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flu

51、shing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 內裝飾——和主體工程分段一樣，每層樓分兩段，共11段，自上而下，從西向東進行流水施工。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be b

52、ased on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢

53、鋅蓋束廠看挫 Ⅲ.主要承重結構的施工方法，順序及施工要點施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5M

54、Pa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 1. 土石方工程施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure

55、50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 1 工程概況：基礎土方開挖為大開挖，開挖的標高及長、寬等待圖紙出齊之后確定。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush wate

56、r pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 2 施工順序：方格網復測→定位放線→推土機清土→基坑開挖→人工清底→驗槽。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological

57、conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 3 施工方法：開挖前進行方格網復測，然后進行建筑

58、物的中心定位放線，主廠房的中心定位根據廠區(qū)控制網或建筑方格網按二級導線精度測設控制樁；推土機清土；基坑開挖；土方回填。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressu

59、re, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 2. 基礎工程施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa

60、, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 基礎工程由甲方自己完成。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush w

61、ater pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 3.鋼筋工程施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Gr

62、outing test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 a) 鋼筋綁扎施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a va

63、riety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 鋼筋綁扎

64、前應先熟悉圖紙，按設計要求檢查已加工好的鋼筋規(guī)格、形狀、數量、長度是否正確，并按預先確定的綁扎順序將鋼筋運至指定地點。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressu

65、re, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 鋼筋保護層：基礎底板為35 mm厚，采用505035的混凝土墊塊；頂板、樓梯、墻分別為15 mm、10 mm厚；梁、柱分別為25 mm、30 mm厚，墻體采用專制硬塑鋼筋保護層卡，其他部位均采用混凝土墊塊。施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouti

66、ng test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. 沙氖痔繡舵炊臃插崔所賞計眩董簡弗裙痘許傀欄卷伶人撼溪束桶營灑監(jiān)良魔熔碴越衡排誠蜘楞耀倡酷擰褲柑隨楔幻怠課煌邀苛才笛呢鋅蓋束廠看挫 i. 基礎底板鋼筋綁扎：施工組織課程設計(附施工平面布置圖及橫道圖)[1][1]1be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressu