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【正文】 2 ( + ) 3 ( + ) 4 ( + ) 5 ( + ) 6 ( + ) 7 ( + ) 8 ( + ) 9 ( + ) 10 ( + ) 11 ( + ) 12 ( + ) 13 ( + ) 14 ( + ) 15 ( + ) 16 ( + ) 17 ( + ) 18 ( + ) 19 ( + ) 20 ( + ) 21 ( + ) 地震作用最大的方向 = (度)Max direction of the earthquake action= (degree) 結(jié)構(gòu)位移及位移比計(jì)算:Calculation of structural drift and drift ration:=== 工況 1 === X 方向地震作用下的樓層最大位移=== 工況 1 === X direction: max storey drift under seismic force X方向最大層間位移角: 1/ 621.(第 2層第 1塔)X direction: max drift angle 1/ 621.(Second storey the1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (Second storey the1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max Interstorey drift and average Interstorey drift (Seventh storey the1st tower)=== 工況 2 === X 雙向地震作用下的樓層最大位移 === 工況 2 === X max storey drift under bidirection earthquake actionX方向最大層間位移角: 1/ 584.(第 2層第 1塔)X direction: max Interstorey drift angle 1/ 584.(second storey the 1sttower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (Second storey the1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max Interstorey drift and average Interstorey drift (7thStorey the 1st tower)=== 工況 3 === Y 方向地震作用下的樓層最大位移=== 工況 3 === Y direction: max storey drift under earthquake actionY方向最大層間位移角: 1/ 742.(第 2層第 1塔)Y direction: max interstorey drift angle 1/ 742(second storey the 1sttower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average storey drift (5thStorey the 1st tower)=== 工況 4 === Y 雙向地震作用下的樓層最大位移=== 工況 4 === Y max storey drift under bidirection earthquake actionY方向最大層間位移角: 1/ 651.(第 2層第 1塔)Y direction: max interstorey drift angle 1/ 651(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average interstorey drift (5thStorey the 1st tower) === 工況 5 === X 方向風(fēng)荷載作用下的樓層最大位移 === 工況 5 === X direction :max storey drift with wind loadX方向最大層間位移角: 1/2554.(第 7層第 1塔)X direction max interstorey drift angle 1/2554(7thtorey the 1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (2ndStorey the 1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max interstorey drift and average interstorey drift (7thStorey the 1st tower) === 工況 6 === Y 方向風(fēng)荷載作用下的樓層最大位移=== 工況 6 === Y direction :max storey drift with wind loadY方向最大層間位移角: 1/4784.(第 2層第 1塔)Y direction: max interstorey drift angle 1/4784(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average interstorey drift (5thStorey the 1st tower) === 工況 7=== X 方向地震作用規(guī)定水平力下的樓層最大位移 === 工況 7 === X direction: max storey drift under earthquake action and authorized horizontal forceX方向最大層間位移角: 1/ 696.(第 2層第 1塔)X direction max interstorey drift angle 1/ 696(2ndStorey the 1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (2ndStorey the 1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max drift and average storey drift (7thtorey the 1st tower) === 工況 8=== Y 方向地震作用規(guī)定水平力下的樓層最大位移=== 工況8 === Y direction: max storey drift under earthquake action and authorized horizontal forceY方向最大層間位移角: 1/ 812.(第 2層第 1塔)X direction max interstorey drift angle 1/ 812(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (7thtorey the 1st tower)七、其他Others1.,混凝土:基礎(chǔ)墊層 C15;基礎(chǔ)及上部結(jié)構(gòu)為C30;Concrete: Blinding Pad C15。 Drainage(GB500152003) 2009 edition《建筑設(shè)計(jì)防火規(guī)范》 (GB500162006)Code of Design on Building Fire Protection and Prevention (GB50016 2006)《建筑滅火器配置設(shè)計(jì)規(guī)范》 (GB501402005)Code for Design of Fire Extinguisher (GB501402005)其它相關(guān)的國家標(biāo)準(zhǔn)及設(shè)計(jì)規(guī)范Relevant National Standards and Design Codes業(yè)主提供的市政管網(wǎng)資料及一期工程的竣工圖City utility connection data and Phase I as built drawings provided by the Customer.二、 設(shè)計(jì)范圍Design Scope廠區(qū)范圍內(nèi)的給水排水工程。消防水池由市政給水補(bǔ)水,經(jīng)消防泵房加壓后供給室內(nèi)外消防用水。 Fire water source: use the existing fire water supply pipe net.,室外消火栓系統(tǒng)由市政管網(wǎng)直接供水,另消防車可從一側(cè)河道取水作為另一路水源。Every warehouse in this project shall be set up with indoor fire hydrant, and the indoor fire hydrant quantity is 10L/S. The indoor fire hydrant system adopts stable high pressure fire system, and water is pumped from the fire water tank. 室內(nèi)各層均設(shè)消火栓進(jìn)行保護(hù)。Automatic spraying system adopts wet automatic fire fighting system, and the automatic sprinkler system also use the water supply system of the existing fire pump station. Design para
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