【正文】
Inlet Top Beam技術(shù)要求:1):各欄桿橫桿端頭均有預(yù)留長度,根據(jù)現(xiàn)場裝配情況切割;2):各平臺欄桿安裝時扁鋼應(yīng)朝平臺內(nèi)側(cè);3):未注明焊縫為連續(xù)角焊縫,焊縫高度為相鄰較薄件厚度。Technical Requirements1): Every handrail and rail of stair must reserve some length, which is to be incised. According to the sopt when installed.2): The flat steel must be inside the platform when installing the rail.3): Undefined weld is continuous fillet welding. The thickness should be the thinner one.17頂梁側(cè)平臺18電流保護管19極板懸吊梁在50mm長的范圍內(nèi)不焊接技術(shù)要求:懸吊鋼板焊好后,工字鋼的直線偏差:X方向: +4000=+12;Y方向:177。4000=177。4。 Technical Requirements20兩側(cè)邊緣阻流板電場進氣端電場出氣端第一通道第一排沉淀極板中心線適用于最后通道為偶數(shù)頂梁下底線兩側(cè)邊緣阻流板布置圖氣流方向Direction Of Gas Flow進氣端頂梁Inlet Top Beam中間頂梁Middle Top Beam出氣端頂梁Outlet Top Beam第一電場First Field第二電場Second Field第三電場Third Field第四電場Forth Field技術(shù)要求:兩側(cè)邊緣阻流板裝配應(yīng)在沉淀極板安裝前進行。 Technical Requirements21頂梁人孔門欄桿頂梁上蓋板Upside Cover Plate氣流方向Direction Of Gas Flow注意此處與欄桿可能會干涉Note: The Railing Possibly Interfere技術(shù)要求:1):欄桿安裝位置可以適當(dāng)調(diào)整(即帶*尺寸可以根據(jù)現(xiàn)場情況變動),以便頂梁上的人孔門能自由開啟,無干涉為宜;2):根據(jù)現(xiàn)場情況欄桿長度尺寸1400mm可以適當(dāng)調(diào)整,保證不和其他零部件相干涉;3):欄桿在現(xiàn)場組焊,焊縫為角焊縫,焊縫高度為2mm。Technical Requirements1): Railings installed appropriate adjustments can be (* size can bring the situation changes), top beam in ordert to free access door open, noninterference in appropriate.2): Railings’ length for the situation in accordance whit size of 1400mm.3): Railings will be fillet welding at the scene, the thickness is 2mm.22內(nèi)部支撐框架內(nèi)部支撐框架位置簡圖Situation Of Supporting Frame Sketch Map氣流方向Direction Of Gas Flow中間墻立柱Middle Column進氣口端墻Inlet Endwall出氣口端墻Outlet Endwall技術(shù)要求:1):安裝完畢后,取掉所有螺栓、螺母;2):安裝完畢后,將序號225焊在豎向支撐管上;3):未標(biāo)注焊縫均為連續(xù)角焊縫,焊縫高度為相鄰薄件厚度;4):序119安裝在進、出氣端,注意切豁口一側(cè)朝向進、出氣端;5):按XX對稱安裝。Technical Requirements1): All bolts and nuts will be dismantled after installation.2): It weld and on the vertical supporting tube after installation.3): Undefined weld is continuous fillet welding. The thickness should be the thinner one.4)