幼儿园模板施工方案改

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

模板工程施工方案1D-3-2地块2》J84-2001；3》JGJ128-2000；45》GB50018-20026GB50204-2000GB50300-20011D-3-22D-3-234567D-3-25636.923层类型为地上层5070.00/

差本100-12,12,12AB、38.0m为儿用C15砼用用C30。高3.9m，二层层148mm，壁厚3.0mm，其材质应）中规3《普钢于25kg。径与51mm的钢管混（JGJ130-2001）中第8.1.1、8.1.22GB978-67《可锻铸铁分类/

中A3钢GB196-81《普通螺合《垫圈》于1mm65N·m时、熟悉施、仔细阅、对作业/

、及时编、材料需、机械设、劳动力、施工进、资金使、及时办、作好调掌握气象、其他准1、施进计/

12、期证施1

2

体施工网、以关键/

、每周对、工程计5更是影响源配置、劳动力、材料配、机械配/

、资金配用ISO9000国际标、1、柱厚钢50mm×100mm—400mm，800柱截≤1500时柱截；1500450；450。/

@@

φ48钢管

14柱模板图φ12对拉螺杆。向

φ48钢管木枋木枋模板

模板（用于柱边长大于152、基梁板做法在基坑开挖时，测量员随基坑开挖速度跟踪测量并基础梁样用木方管，螺3、梁模一工艺操要/

木木1、模施1支

对拉螺拉线找平→封侧2

枋

483.5300*850；300*750；300*1200。为按的面200mm；；立杆顶端必须设置纵横双。为的梁，计算、横向间200mm；立杆全高范围内设置纵横双向于1500mm；.立杆顶端必须距4/

步4于在度5eq\o\ac(○,1)大龙骨采用Ø48×双钢管，40mm×80mm300mmeq\o\ac(○,2)梁底模板铺设：按设计的2eq\o\ac(○,3)梁侧模板铺设：根据墨于时对为4、楼模施1）工2㎜500/19

BC50～60N·M；各杆于100㎜。3用Ø48×40mm×300mm4（1柱模土浇小对于b≤2.0m的后时方可)如果对于跨的后>后方（4)/

的100%后已经拆5、梯模板序50cm标线线找主楞(50×80mm)上,次,使主楞连接为一整,在主楞下部用钢管和可调支,的间距,设每300楞50*80/

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

c4KN/㎡6KN/㎡/

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

m

3（松木的Mpaz、柱）本。柱按按Vt℃)0

㎡对拉螺500㎜P=/

）φ48钢管抗P/2

P/2F=31.94KN/㎡1.2F=1.2×31.94=38.33KN