柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件

任務(wù)1柱鋼筋翻樣與算量Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL任務(wù)1柱鋼筋翻樣與算量1柱鋼筋翻樣柱鋼筋工程量計(jì)算Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱鋼筋翻樣2柱平法施工圖項(xiàng)目體驗(yàn)任務(wù)體驗(yàn)Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱平法施工圖項(xiàng)目體驗(yàn)3學(xué)習(xí)11G101-1圖集柱平法表示規(guī)則和構(gòu)造詳圖Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL學(xué)習(xí)11G101-1圖集4芯柱芯柱配置的DEXE為/3.250縱筋與筋D/3.50詳設(shè)計(jì)標(biāo)注N∧的芯柱Ⅺ配筋構(gòu)造注:縱筋的連接及根部錯(cuò)固同框架柱,往上直通至芯柱柱頂標(biāo)高芯柱的作用:即使外圍混凝土失效,核心鋼筋形成的芯柱仍能抵抗豎向荷載,防止大震情況下結(jié)構(gòu)的倒塌。高層建筑底部若干層柱往往采用芯柱。Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL芯柱5梁上柱SDLZ梁頂面梁頂面鈿瓣12d綁扎搭接連接機(jī)械或焊接連接梁上柱LZ縱筋構(gòu)造Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL梁上柱6剪力墻上柱Ad≤257=4ad>25T-6deQZ縱向鋼筋彎折要求墻頂面墻頂面≥5d剪力墻蘇力墻注柱縱筋錨固在墻項(xiàng)部時(shí)柱根構(gòu)造剪力墻Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL剪力墻上柱7量柱下單獨(dú)基礎(chǔ)柱子層高往加密區(qū)藍(lán)■它Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL量8世層柱根層1層州世首層地面首層地面柱根柱根基礎(chǔ)梁鳴些2層柱根無(wú)地下室且有基礎(chǔ)梁的柱根示意無(wú)地下室且無(wú)基礎(chǔ)梁的柱根示意有地下室的柱根示意Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL世9柱根的判斷(03G101-1P41、GB50010-2019P178)底層柱的柱根系指無(wú)地下室情況的基礎(chǔ)頂面或地下室的頂面。底層柱:無(wú)地下室有基礎(chǔ)梁時(shí)指的是基礎(chǔ)梁頂面至首層頂板;無(wú)地下室無(wú)基礎(chǔ)梁時(shí)指的是從基礎(chǔ)頂面至首層頂板;有地下室時(shí)的底層柱指的是相鄰基礎(chǔ)層和首層Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱根的判斷10柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件11柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件12柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件13柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件14柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件15柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件16柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件17柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件18柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件19柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件20柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件21柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件22柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件23柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件24柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件25柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件26柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件27柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件28柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件29柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件30柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件31柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件32柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件33柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件34柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件35柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件36柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件37柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件38柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件39柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件40柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件41柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件42柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件43柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件44柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件45柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件46柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件47柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件48柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件49柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件50柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件51柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件52柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件53柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件54柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件55柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件56柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件57柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件58柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件59柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件60柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件61柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件62柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件63柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件64柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件65柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件66柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件67柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件68柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件69柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件70柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件71柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件72柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件73柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件74柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件75柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件76柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件77柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件78柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件79柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件80柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件81柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件82柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件83柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件84柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件85柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件86柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件87柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件88柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件89柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件90柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件91柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件92柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件93柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件94柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件95柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件96任務(wù)1柱鋼筋翻樣與算量Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL任務(wù)1柱鋼筋翻樣與算量97柱鋼筋翻樣柱鋼筋工程量計(jì)算Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱鋼筋翻樣98柱平法施工圖項(xiàng)目體驗(yàn)任務(wù)體驗(yàn)Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱平法施工圖項(xiàng)目體驗(yàn)99學(xué)習(xí)11G101-1圖集柱平法表示規(guī)則和構(gòu)造詳圖Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL學(xué)習(xí)11G101-1圖集100芯柱芯柱配置的DEXE為/3.250縱筋與筋D/3.50詳設(shè)計(jì)標(biāo)注N∧的芯柱Ⅺ配筋構(gòu)造注:縱筋的連接及根部錯(cuò)固同框架柱,往上直通至芯柱柱頂標(biāo)高芯柱的作用:即使外圍混凝土失效,核心鋼筋形成的芯柱仍能抵抗豎向荷載,防止大震情況下結(jié)構(gòu)的倒塌。高層建筑底部若干層柱往往采用芯柱。Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL芯柱101梁上柱SDLZ梁頂面梁頂面鈿瓣12d綁扎搭接連接機(jī)械或焊接連接梁上柱LZ縱筋構(gòu)造Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL梁上柱102剪力墻上柱Ad≤257=4ad>25T-6deQZ縱向鋼筋彎折要求墻頂面墻頂面≥5d剪力墻蘇力墻注柱縱筋錨固在墻項(xiàng)部時(shí)柱根構(gòu)造剪力墻Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL剪力墻上柱103量柱下單獨(dú)基礎(chǔ)柱子層高往加密區(qū)藍(lán)■它Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL量104世層柱根層1層州世首層地面首層地面柱根柱根基礎(chǔ)梁鳴些2層柱根無(wú)地下室且有基礎(chǔ)梁的柱根示意無(wú)地下室且無(wú)基礎(chǔ)梁的柱根示意有地下室的柱根示意Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL世105柱根的判斷(03G101-1P41、GB50010-2019P178)底層柱的柱根系指無(wú)地下室情況的基礎(chǔ)頂面或地下室的頂面。底層柱:無(wú)地下室有基礎(chǔ)梁時(shí)指的是基礎(chǔ)梁頂面至首層頂板;無(wú)地下室無(wú)基礎(chǔ)梁時(shí)指的是從基礎(chǔ)頂面至首層頂板;有地下室時(shí)的底層柱指的是相鄰基礎(chǔ)層和首層Valadononry.chAsposeslidesforNET4odientPEvaluationonly.CreatedwithAsposeSlidesforNET4.0dientProfilo71Copyright2019-2019AsposePtyL柱根的判斷106柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件107柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件108柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件109柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件110柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件111柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件112柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件113柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件114柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件115柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件116柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件117柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件118柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件119柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件120柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件121柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件122柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件123柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件124柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件125柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件126柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件127柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件128柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件129柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件130柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件131柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件132柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件133柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件134柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件135柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件136柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件137柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件138柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件139柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件140柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件141柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件142柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件143柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件144柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件145柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件146柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件147柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件148柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件149柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件150柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件151柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件152柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件153柱平法施工圖識(shí)讀與鋼筋量計(jì)算課件154柱