根據工程圖紙(zhi)放線，綁扎豎(shu)向(xiang)墻體鋼筋(jin)并將定位筋(jin)準確焊接(jie)。各專業預埋(mai)完畢后開端設(she)(she)備建筑鋁模(mo)板(ban)。涂改隔絕劑，根據配板(ban)圖紙(zhi)，先從(cong)陰角模(mo)板(ban)開端。依(yi)次設(she)(she)備陰角一側規(gui)范模(mo)板(ban)，模(mo)板(ban)用我司(si)規(gui)范短款(kuan)銷(xiao)釘（54mm）聯(lian)接(jie)。

　　從(cong)對面陽角開(kai)端設備模板(ban)，放(fang)(fang)置(zhi)水(shui)泥預制內稱，應(ying)放(fang)(fang)置(zhi)在對拉(la)螺栓(shuan)周邊不(bu)大于(yu)10公分處(chu)，陰角轉角處(chu)有必要放(fang)(fang)置(zhi)水(shui)泥預制內稱。對拉(la)螺栓(shuan)開(kai)端設備不(bu)宜過(guo)緊，用規范螺母及(ji)墊片聯接另一側模板(ban)依次類推。

　　設(she)備墻(qiang)(qiang)端(duan)洞口模(mo)(mo)板(ban)(ban)(ban)(ban)，用銷釘(ding)與(yu)墻(qiang)(qiang)側模(mo)(mo)板(ban)(ban)(ban)(ban)板(ban)(ban)(ban)(ban)鎖緊，設(she)備外墻(qiang)(qiang)上K板(ban)(ban)(ban)(ban)面板(ban)(ban)(ban)(ban)。外墻(qiang)(qiang)上部模(mo)(mo)板(ban)(ban)(ban)(ban)應高(gao)出構造標(biao)高(gao)50mm,模(mo)(mo)板(ban)(ban)(ban)(ban)選用300寬K板(ban)(ban)(ban)(ban)面板(ban)(ban)(ban)(ban)，并準確設(she)備預(yu)埋螺(luo)栓，此預(yu)埋螺(luo)栓為上一層外墻(qiang)(qiang)板(ban)(ban)(ban)(ban)K板(ban)(ban)(ban)(ban)所聯(lian)接(jie)方位。

　　先(xian)設備(bei)梁(liang)(liang)底(di)模板及(ji)梁(liang)(liang)底(di)支(zhi)撐(cheng)。在地上先(xian)將梁(liang)(liang)底(di)支(zhi)撐(cheng)模板與兩頭模板用螺栓聯接，并(bing)將梁(liang)(liang)底(di)支(zhi)撐(cheng)設備(bei)到梁(liang)(liang)底(di)支(zhi)撐(cheng)模板中心方(fang)位(wei)用銷釘(ding)固定好，再(zai)整(zheng)個(ge)抬起放在相應方(fang)位(wei)并(bing)用規范銷釘(ding)聯接，按(an)施(shi)工圖紙請求開端調整(zheng)程(cheng)度高(gao)度。

　　設(she)備(bei)梁側(ce)模(mo)板(ban)直(zhi)接(jie)放在梁底模(mo)板(ban)出(chu)色增強筋上(shang)方(fang)，并(bing)用(yong)墻端銷(xiao)(xiao)釘(ding)鎖緊。設(she)備(bei)頂(ding)板(ban)模(mo)板(ban)，先設(she)備(bei)頂(ding)板(ban)陰角模(mo)板(ban)用(yong)規范銷(xiao)(xiao)釘(ding)停(ting)止聯接(jie)，設(she)備(bei)早拆(chai)梁及早拆(chai)支撐，設(she)備(bei)頂(ding)板(ban)模(mo)板(ban)與墻體(ti)模(mo)板(ban)上(shang)方(fang)用(yong)規范銷(xiao)(xiao)釘(ding)聯接(jie)，早拆(chai)梁處直(zhi)接(jie)放上(shang)即(ji)可，依(yi)次聯接(jie)至對(dui)面頂(ding)板(ban)陰角模(mo)板(ban)。設(she)備(bei)完畢(bi)后(hou)再整體(ti)調(diao)整程度及高度滿足施工請求。

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