【正文】 ........... 3 ..................................................................... 3 ................................................................... 5 ..................................................................... 5 ..................................................................... 5 五、支撐方案 ....................................................................... 5 ........................................................ 5 ................................................................ 6 六、高支模的安裝 ................................................................... 7 ..................................................................... 8 ................................................................... 8 .................................................................... 10 ......................................................... 10 ......................................................... 11 ............................................................. 12 七、高支模的拆除 .................................................................. 12 、模板的拆除 ............................................................. 12 、存放 ......................................................... 14 八、高支模施工的安全管理 .......................................................... 14 ....................................................... 14 ......................................................... 14 第 2 頁(yè) 共 4 頁(yè) 九、監(jiān)測(cè)措施 ...................................................................... 16 十、針對(duì)澆搗砼輸送制定的安全措施 .................................................. 17 ................................................................... 17 ................................................................... 17 十一、安全文明施工措施 ............................................................ 19 .................................................. 19 .............................................. 19 ................................................................ 20 十二、應(yīng)急救援預(yù)案 ................................................................ 21 ................................................................ 21 ............................................................ 22 ............................................................ 22 ................................................................ 22 ................................................................ 22 ................................................................ 23 十三、高大模板支設(shè)計(jì)算書 .......................................................... 27 .......................................................... 27 （截面 13001500 MM）模板支架驗(yàn)算 .......................................... 27 、模板面板計(jì)算 .......................................................... 28 、梁底支撐木枋的計(jì)算 .................................................... 29 、立桿的穩(wěn)定性計(jì)算 ...................................................... 32 、風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................. 33 （截面 4502100 ）模板支架驗(yàn)算 ......................................... 34 、模板面板計(jì)算 .......................................................... 35 、梁底支撐木枋的計(jì)算 .................................................... 36 、立桿的穩(wěn)定性計(jì)算 ...................................................... 39 （截面 4501250 ）模板支架驗(yàn)算 ......................................... 40 、模板面板計(jì)算 .......................................................... 41 、梁底支撐木方的計(jì)算 .................................................... 42 第 3 頁(yè) 共 4 頁(yè) 、立桿的穩(wěn)定性計(jì)算 ...................................................... 45 、風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................. 47 （截面 6001100 ）模板支架驗(yàn)算 ......................................... 47 、模板面板計(jì)算 .......................................................... 48 、梁底支撐木方的計(jì)算 ................................................... 49 、立桿的穩(wěn)定性計(jì)算 ...................................................... 52 、風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................. 53 （截面高度 2100MM）模板驗(yàn)算 ............................................ 54 ........................................................ 54 .................................................. 54 ...................................................... 55 .................................................... 57 .................................................... 58 .......................................................... 60 （截面高度 1500MM）模板驗(yàn)算 ............................................ 60 ........................................................ 60 .................................................. 61 、梁側(cè)模板 面板的計(jì)算 .................................................... 61 、梁側(cè)模板內(nèi)龍骨的計(jì)算 .................................................. 63 、梁側(cè)模板外龍骨的計(jì)算 .................................................. 65 （板厚度 400MM，支設(shè)高度 6000MM）模板支架驗(yàn)算 ............................... 67 、模板面板計(jì)算 .......................................................... 68 、模板支撐木枋的計(jì)算 .................................................... 69 、托梁的計(jì)算 ............................................................ 70 、模板支架荷載標(biāo)準(zhǔn)值 (立桿軸力 ) ........................................... 71 、立桿的穩(wěn)定性計(jì)算 ...................................................... 72 、 風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................. 73 、樓板強(qiáng)度的計(jì)算 ........................................................ 73 、板（板厚 180MM，支設(shè)高度 10000MM）模板支架驗(yàn)算 ............................... 75 、模板面板計(jì)算 .......................................................... 76 、模板支撐木枋的計(jì)算 .................................................... 77 第 4 頁(yè) 共 4 頁(yè) 、托梁的計(jì)算 ............................................................ 78 、模板支架荷載標(biāo)準(zhǔn)值 (立桿軸力 ) ........................................... 79 、立桿的穩(wěn)定性計(jì)算 ...................................................... 80 、風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................. 81 、樓板強(qiáng)度的計(jì)