目................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................51施工進度..................................................................................................................................52..................................................................................................................................6......................................................................................................................81....................................................................................................................................................82........................................................................................................................................93............................................................................................................................................94..........................................................................................................................................13............................................................................................141..........................................................................................................................................14............................................................................................................................................1..........................................................................................................................162......................................................................................................................................16/

模板工程施工方案1D-3-2地塊2》J84-2001；3》JGJ128-2000；45》GB50018-20026GB50204-2000GB50300-20011D-3-22D-3-234567D-3-25636.923層類型為地上層5070.00/

差本100-12,12,12AB、38.0m為兒用C15砼用用C30。高3.9m，二層層148mm，壁厚3.0mm，其材質應）中規(guī)3《普鋼于25kg。徑與51mm的鋼管混（JGJ130-2001）中第8.1.1、8.1.22GB978-67《可鍛鑄鐵分類/

中A3鋼GB196-81《普通螺合《墊圈》于1mm65N·m時、熟悉施、仔細閱、對作業(yè)/

、及時編、材料需、機械設、勞動力、施工進、資金使、及時辦、作好調掌握氣象、其他準1、施進計/

12、期證施1

2

體施工網、以關鍵/

、每周對、工程計5更是影響源配置、勞動力、材料配、機械配/

、資金配用ISO9000國際標、1、柱厚鋼50mm×100mm—400mm，800柱截≤1500時柱截；1500450；450。/

@@

φ48鋼管

14柱模板圖φ12對拉螺桿。向

φ48鋼管木枋木枋模板

模板（用于柱邊長大于152、基梁板做法在基坑開挖時，測量員隨基坑開挖速度跟蹤測量并基礎梁樣用木方管，螺3、梁模一工藝操要/

木木1、模施1支

對拉螺拉線找平→封側2

枋

483.5300*850；300*750；300*1200。為按的面200mm；；立桿頂端必須設置縱橫雙。為的梁，計算、橫向間200mm；立桿全高范圍內設置縱橫雙向于1500mm；.立桿頂端必須距4/

步4于在度5eq\o\ac(○,1)大龍骨采用?48×雙鋼管，40mm×80mm300mmeq\o\ac(○,2)梁底模板鋪設：按設計的2eq\o\ac(○,3)梁側模板鋪設：根據(jù)墨于時對為4、樓模施1）工2㎜500/19

BC50～60N·M；各桿于100㎜。3用?48×40mm×300mm4（1柱模土澆小對于b≤2.0m的后時方可)如果對于跨的后>后方（4)/

的100%后已經拆5、梯模板序50cm標線線找主楞(50×80mm)上,次,使主楞連接為一整,在主楞下部用鋼管和可調支,的間距,設每300楞50*80/

1、算公式GB50204-2002F=0.22γt1/2co12γc：－新KN/mγKN/m24；ct－新(為oo;((m)β取1β2－有按公h=F/γ、模據(jù)GB50204-92的要

c4KN/㎡6KN/㎡/

ql28ql286KN/㎡1.2為㎜，取200×65050×100的M==1.08KN/

m

3（松木的Mpaz、柱）本。柱按按Vt℃)0

㎡對拉螺500㎜P=/

）φ48鋼管抗P/2

P/2F=31.94KN/㎡1.2F=1.2×31.94=38.33KN