【正文】 Set up one DN65mm, one linen rubber hose of DN65mm and L 25m, one solid stream of DN6519mm and one set of fire coil in each fire hydrant box.，自動(dòng)噴淋系統(tǒng)采用既有消防水泵供水系統(tǒng)。其布置保證室內(nèi)任何一處均有2股水柱同時(shí)到達(dá)，水槍充實(shí)水柱不小于10m。室內(nèi)消火栓系統(tǒng)采用穩(wěn)高壓消防制，從消防水池。The outdoor fire water quantity is 25L/s, and the outdoor fire hydrant system is provided water directly by city public pipe network， and the fire car can use the river water as another water resource.，應(yīng)有一個(gè)DN100和兩個(gè)DN65的栓口，室外消火栓間距不超過(guò)120m。生活用水量表 Domestic Water Consumption序號(hào)No用水項(xiàng)目名 稱(chēng) Item使用人數(shù)或單位數(shù)People no.單位 Unit用水量標(biāo)準(zhǔn)(L) water consumpation standard小時(shí)變化系數(shù)(K) hour variation factor使用時(shí)間(h) time用水量(m3)備注 notes平均時(shí) average最大時(shí) maximun hour最高日highest day1辦公 office350人每人每日 per head per day5082綠化及道路灑水 greenery and road water spraying1531㎡每m2每次every m2 per time2按每日1次計(jì) one time per hour小 計(jì) subtotal3未預(yù)見(jiàn)水量及管網(wǎng)漏失水量 unforseen water quantity and lost quantity of pipe network按本表1至2項(xiàng)之和的10%計(jì) calculate as 10% of the total of item 1 and item 2 of this form4合 計(jì) total消防用水量表 Fire Water Consumption 序號(hào) no.消防系統(tǒng)名稱(chēng) fire fighting system name消防用水量標(biāo)準(zhǔn) Fire Water Consumption standard火災(zāi)延續(xù)時(shí)間 fire hazard duration一次滅火用水量 fire water quantity per time備注 notes1室內(nèi)消火栓系統(tǒng) indoor fire hydrant system15L/s2h108m32自動(dòng)噴淋系統(tǒng) automativ sprinkler system21L/S1h3室外消火栓系統(tǒng) outdorr fire hydrant system25L/s2h180m3合計(jì) total61L/S m32 消防系統(tǒng)設(shè)計(jì) Fire fighting system design Outdoor fire hydrant system ：本工程利用廠區(qū)內(nèi)既有消防給水管。In this project, water is supplied by municipal water pipe. Its diameter is DN200, and water pressure is . The water for domestic usage is provided by water tank and pump. Provided also by municipal supplier, the water in Fire Water Tank is firstly pressed through Pump house and then used for indoor and outdoor firefighting water. 工作人數(shù)350人，用水量50（L/人d），,工作時(shí)數(shù)8小時(shí)。生活用水由室外一體化箱式泵站加壓供給。Water supply and drainage on the site.三、 給排水設(shè)計(jì)Watersupply amp。Masonry and Mortar: adopt concrete hollow block and mixture mortar.：主材采用Q345B. Mainly: Q345B第三章 給排水設(shè)計(jì)說(shuō)明Chapter 3 Mechanical Design Description一、 設(shè)計(jì)依據(jù)Design Criteria《室外給水設(shè)計(jì)規(guī)范》 （GB50013 2006）Code for Design of Outdoor Water Supply (GB50013 2006)《室外排水設(shè)計(jì)規(guī)范》 （GB50014 2006）2011Code for Design of Outdoor Drainage (GB50014 2006 )2011《建筑給排水設(shè)計(jì)規(guī)范》 （GB500152003）2009版Code for Design of Buildings Water Supply amp。 Foundation and superstructure C30。 SRSS uncoupling) CQC 計(jì)算振型數(shù): NMODE= 18Modal number NMODE= 18地震烈度: NAF = Seismic intensity: NAF = 場(chǎng)地類(lèi)別: KD =IVSite category KD =IV 設(shè)計(jì)地震分組: 一組 Designing seismic group: one group 特征周期 TG = Characteristic period TG = 多遇地震影響系數(shù)最大值 Rmax1 = Max frequent earthquake effect coefficient Rmax1 = 罕遇地震影響系數(shù)最大值 Rmax2 = Max rare earthquake effect coefficient Rmax2 = 框架的抗震等級(jí): NF = 2 Antiearthquake grade of the framework: NF = 2 活荷重力荷載代表值組合系數(shù): RMC = Combined coefficient of live load and representative value of gravity load: RMC = 周期折減系數(shù): TC = Periodical deduction factor TC = 是否考慮偶然偏心: 是 是否考慮雙向地震扭轉(zhuǎn)效應(yīng) 是活荷載信息 ..........................................Live load information考慮活荷不利布置的層數(shù) 從第 1 到6層 Storey of unfavorable liveload distribution: from 1st to 6th柱、墻活荷載是否折減 不折算 Liveload deduction of the columns and walls: No 傳到基礎(chǔ)的活荷載是否折減 不折算 Liveload deduction delivered to the foundation: No 配筋信息 ........................................Reinforced bars distribution information梁箍筋強(qiáng)度 (N/mm2): JB = 360Intensity of the beam stirrups (N/mm2): JB = 360柱箍筋強(qiáng)度 (N/mm2): JC = 360Intensity of the stirrups (N/mm2) JC = 360設(shè)計(jì)信息 ........................................Design information結(jié)構(gòu)重要性系數(shù): RWO = Coefficient of the structural importance: RWO = 柱計(jì)算長(zhǎng)度計(jì)算原則: 有側(cè)移 Calculated columns and calculation principles: Side displacement 柱配筋計(jì)算原則: 按單偏壓并勾選角柱計(jì)算 Principles for column stirrups: Unsymmetrical pressure calculation method梁保護(hù)層厚度 (mm): BCB = Thickness of beam protection BCB = 柱保護(hù)層厚度 (mm): ACA = Thickness of column protection ACA = 荷載組合信息 ........................................Loading binations information恒載分項(xiàng)系數(shù): CDEAD= Dead load subentry coefficient CDEAD= 活載分項(xiàng)系數(shù): CLIVE= Live load subentry coefficient CLIVE= 風(fēng)荷載分項(xiàng)系數(shù): CWIND= Wind load subentry coefficient CWIND= 水平地震力分項(xiàng)系數(shù): CEA_H= Horizontal seismic force subentry coefficient CEA_H= 豎向地震力分項(xiàng)系數(shù): CEA_V= Vertical seismic force subentry coefficient CEA_V= 特殊荷載分項(xiàng)系數(shù): CSPY = Special load subentry coefficient CSPY = 活荷載的組合值系數(shù): CD_L = Coefficient of the live load bined value CD_L = 風(fēng)荷載的組合值系數(shù): CD_W = Coefficient of the wind load bined value CD_W = 活荷載的重力荷載代表值系數(shù): CEA_L = Gravity load representative value of the live load CEA_L = 主要結(jié)構(gòu)分析計(jì)算