鋁模(mo)板(ban)(ban)廠家引見箱(xiang)(xiang)式(shi)、板(ban)(ban)式(shi)、桁架式(shi)轉(zhuan)換的(de)根本規則箱(xiang)(xiang)形(xing)轉(zhuan)換構造上、下樓(lou)板(ban)(ban)厚度均不宜小于180mm.應依據轉(zhuan)換柱的(de)布置和建筑(zhu)功用請(qing)求設置雙向橫隔板(ban)(ban)：上、下板(ban)(ban)配(pei)筋設計應同時思索板(ban)(ban)部分彎(wan)曲和箱(xiang)(xiang)形(xing)轉(zhuan)換層整體(ti)彎(wan)曲的(de)影響(xiang)。

　　橫隔板(ban)宜按深梁設計(ji)厚(hou)(hou)(hou)板(ban)設計(ji)應(ying)契合鋁(lv)模板(ban)廠家下列規則鋁(lv)模板(ban)廠家轉換(huan)(huan)厚(hou)(hou)(hou)板(ban)的厚(hou)(hou)(hou)度可由(you)抗彎、抗剪(jian)、抗沖切(qie)截面(mian)驗算肯(ken)定，鋁(lv)模板(ban)廠家轉換(huan)(huan)厚(hou)(hou)(hou)板(ban)可部分做(zuo)成薄板(ban)，薄板(ban)與(yu)厚(hou)(hou)(hou)板(ban)接壤處可加腋：轉換(huan)(huan)厚(hou)(hou)(hou)板(ban)亦可部分做(zuo)成夾心板(ban)。

　　鋁模板(ban)(ban)(ban)廠(chang)家(jia)轉(zhuan)換厚板(ban)(ban)(ban)宜按整體計算時(shi)所劃分的(de)主要交又槃系(xi)的(de)剪力和彎(wan)矩設計值停止(zhi)截(jie)面(mian)設計，并按有限元法剖(pou)析結果停止(zhi)配(pei)(pei)筋(jin)校核：受彎(wan)縱向(xiang)(xiang)鋼筋(jin)可(ke)沿(yan)轉(zhuan)換板(ban)(ban)(ban)上(shang)、下部雙層雙向(xiang)(xiang)配(pei)(pei)置每一方向(xiang)(xiang)總配(pei)(pei)筋(jin)率不宜小于0.6%:轉(zhuan)換板(ban)(ban)(ban)內(nei)暗梁的(de)抗剪箍筋(jin)面(mian)積配(pei)(pei)筋(jin)率不宜小于鋁模板(ban)(ban)(ban)廠(chang)家(jia)厚板(ban)(ban)(ban)外周邊宜配(pei)(pei)置鋼筋(jin)骨(gu)架網(wang)。

　　轉(zhuan)換厚(hou)板(ban)(ban)(ban)上、下(xia)部的(de)(de)剪力(li)墻(qiang)、柱的(de)(de)縱(zong)向鋼筋(jin)均應在轉(zhuan)換厚(hou)板(ban)(ban)(ban)內牢(lao)靠(kao)錨(mao)固(gu)，鋁(lv)模(mo)板(ban)(ban)(ban)廠家轉(zhuan)換厚(hou)板(ban)(ban)(ban)上、下(xia)一層的(de)(de)樓板(ban)(ban)(ban)應恰當增強，樓板(ban)(ban)(ban)厚(hou)度不宜(yi)小于(yu)150mm,采用(yong)(yong)空(kong)腹桁架(jia)轉(zhuan)換層時空(kong)腹桁架(jia)宜(yi)滿層設(she)置，應有足夠的(de)(de)剛度，空(kong)腹桁架(jia)的(de)(de)上、下(xia)弦桿(gan)宜(yi)思(si)索樓板(ban)(ban)(ban)作用(yong)(yong)。

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