打桩施工记录数据

打桩 施工 文明施工目标施工进度表下载283施工进度表下载施工现场晴雨表下载施工日志模板免费下载 记录 混凝土 养护记录下载土方回填监理旁站记录免费下载集备记录下载集备记录下载集备记录下载 数据说明1、到7月6日为止已完成11台风机的打桩施工，分别是：30、32、28、31、22、10、21、23、29、25、15（15号风机还差3根桩就施工完成）。由于施工单位未提供29号施工记录，30#风机桩长及贯入度基本满足设计 要求 对教师党员的评价套管和固井爆破片与爆破装置仓库管理基本要求三甲医院都需要复审吗 ，故本次未能提供29和30号施工记录；2、本记录中的有效桩长是设计桩顶标高一下的沉桩长度，由于施工单位提供施工记录中只有每米锤击数和最后三阵贯入度，且在施工过程中对外露的桩头已经截掉，有效桩长是依据工代现场测量的场平标高和施工记录上反映的沉桩长度推算出来的，由于现场场平高低不平和施工单位提供的数据不完整，而且部分桩机施工单位已撤离现场，施工记录收集不全，因此有效桩长数据误差比较大，仅供参考；3、记录中反映的高应变数据来自监理提供的电子版，未见到正式 报告 软件系统测试报告下载sgs报告如何下载关于路面塌陷情况报告535n,sgs报告怎么下载竣工报告下载 ；4、由于现场施工已全面开展，30#及31#已开始进行承台施工，请尽快对需要处理的机位出具 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 ，因为施工单位已开始进行风机承台的钢筋制作，风机承台的定型钢模板制作完成。附件：1、28#、32#风机桩位布置图2、圆形承台桩位布置图3、基桩检测报告（电子版）风机编号15#采用桩锤DD8.3T设计桩顶高程(零米高程一1.4米)-1.300m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.17423711123.726.1752570.50.50.523.736.182283（0.3m）1112346.22397（0.3m）1112356.272187（0.9m）11123.666.27691（0.2m）11122.976.27745（0.1m）11122.886.27818911122.796.2723163（0.6m）11122.3106.27918811122.7116.271097（0.2m）11122.9126.2928173（0.9m）11122.6136.2911182（0.9m）11122.6146.2929161（0.7m）11123.4156.2924181（0.8m）11122.5166.2927138（0.3m）11123177.3119511123.7187.32118911123.7197.320145（0.5m）11123.2207.33018511123.7217.31919011122.7227.41819211122.7237.42619011122.7247.417185（1.2m）11122.9257.516185（0.8m）11122.5267.525100（0.3m）11123277.51598（0.2m）11122.92829303132风机编号21#采用桩锤DD8.5T设计桩顶高程(零米高程一1.4米)-0.200m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.235148（0.5m）52226.126.23414853326.636.23311764225.646.232143（0.5m）52325.156.231137（0.5m）64425.166.252015753325.676.262116252225.686.26617162225.696.262217352225.6106.26816863325.6116.26914753325.6126.261016452225.6136.271116863325.6146.271217064425.6156.272417552225.6166.271316952225.6176.28715763325.6186.292316552225.6196.292816262325.6206.292915463325.6216.291416852225.6226.302516753325.6236.301916952225.6246.301815763325.6256.301716254425.6266.302717152225.6277.13016552225.6287.12617053325.6297.11618152224.6307.11517242225.63132风机编号23#采用桩锤D6.2T设计桩顶高程(零米高程一1.4米)-0.800m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.2219381413143426.22181975443036.22171944333146.22261845453156.22161385442866.24151416453176.24141485453186.24131556543196.241214154531106.242514754431116.252914343331126.252414743331136.252815554331146.251111344325156.251013954531166.26915843231176.26814843331186.262314554331196.26714655431206.26614954531216.29514265431226.29414854331236.292214754431246.29214365531256.29314154431266.302012343328276.30114564431286.302115743331296.3030143655313027桩位编号为19（序号为1）的桩最后10米每米锤击数分别为：82、101、115、145、154、181、226、183、47、38。风机编号22#采用桩锤D6.2T设计桩顶高程（零米高程一1.4米）-0.700m序号施工日期桩位编号最后1米锤击数最后二阵贯入度（cm/10击）有效桩长（m）检测承载力（kN）16.10123714131534.726.10113416141634.736.1093614151634.746.10103416151534.756.1083114161434.766.13283714131333.776.132314243426.786.13713954426.796.13611814131233.7106.13511315131433.7116.132211613141233.7126.13418343232.7136.13311814131433.7146.13211415141533.7156.13111114131433.7166.152011416151533.7176.151912614121233.73086186.151810313131433.73097196.151710816151533.72993206.152611013141433.72715216.163011314131433.7226.162111613121233.73005236.162712414131333.7246.162911314131433.7256.162511215141533.7266.161611514131233.72872276.161510813121233.7286.161410414131433.7296.161311498933.7306.162412276633.7注：高应变检测时间为6月29日未到休止期。风机编号10#采用桩锤DD8.5T设计桩顶高程(零米高程一1.4米)-0.400m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.1128157（0.5m）30.326.1119127（0.4m）30.2290636.1117117（0.4m）30.246.1116123（0.4m）31.2301356.1126114（0.3m）31.1290166.132085（0.2m）31305576.131518329.886.141422855529.896.141325410101030.8106.142520710101029.8116.151221865329.8126.151121554429.8136.151024743329.8146.15922355329.8156.16822855429.8166.162423744329.8176.162923454429.8186.162322065329.8196.16721666529.8206.16622064429.8216.16521865529.8226.162221064429.8236.17424953329.8246.172726553329.8256.173025854329.82730266.172124465529.8276.17323764429.8286.18223764429.8296.18126443329.8306.181825754429.8注：高应变检测时间为6月29日未到休止期。风机编号31#采用桩锤DD8.3T设计桩顶高程(零米高程一1.4米)-1.300m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.2116311133.226.2215811132.836.231631.51.51.532.846.2201491113356.21919322232.666.41812711132.776.41717922232.586.41613111132.6315796.51413811132.73119106.51513811131.93121116.72615311132.5126.72513511132.73121136.72414122232.8146.71113822232.9156.81215311132.8166.111313711132.8176.112910722232.9186.112811722232.9196.111016711132.9206.113017111133.1216.112116822232.9226.122717711133.1236.12916322233.1246.12817411133.1256.122316711133266.122218111133.1276.12416311132.9286.13513522232.9296.13615122232.9306.13717911133.1注：高应变检测时间为6月29日。风机编号32#采用桩锤DD8.3T设计桩顶高程(零米高程一1.4米)-1.200m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)15.21283634333133314125.21273734333233316535.2123343332313345.21263033322833312655.2125323433303365.22113024312333311075.2210322432323385.2224342433313395.2233231312333105.223232333232333055115.232914032234.3125.233013722234.33148135.233114032234.33175145.231313732134.33213155.231414032134.3165.24514522134.3175.241213522234.33202185.24413032134.3195.24114032234.3205.28914721133.8215.281513022234.5225.28612332233.9235.281611333333.9245.291711533333.7255.29713521134.4265.29213711133.6275.291812622233.8285.291913422233.7295.30813621133.7305.302212532234.1315.302113122233.8325.302012111133.5注：高应变检测时间为6月25日。风机编号28#采用桩锤DD8.3T设计桩顶高程(零米高程一1.4米)-1.900m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)15.21669（0.4m）12131130.825.223252（1.5m）24232033312035.2215102（1.6m）18202033314145.2213120（1.6m）23221933316255.2414162（1.6m）109736329265.255170（1.5m）108836323675.251147（1.7m）118835.185.2517125（1.1m）108534.495.2518180（1.6m）98836105.2519171（1.6m）887363282115.2616256（1.1m）44333.53239125.267295（1.5m）54333.93238135.27289（1.6m）1910936145.2720105（0.6m）54334155.278152（0.6m）43334165.2722110（0.5m）43333.9175.2821181（0.7m）54334.1185.2923128（0.5m）87633.9195.299132（0.6m）75534205.292482（0.4m）55533.8215.29361（0.6m）65433.8225.29453（1.6m）109936235.301218（0.6m）15101036245.303131（0.6m）159836255.3010112（0.5m）54333.9265.312587（0.6m）76534275.311191（0.6m）75534286.230103（0.7m）65434.1296.22699（0.4m）43333.8306.229121（0.6m）53334316.227108（0.6m）44234326.228130（0.6m）33334注：高应变检测时间为6月25日。风机编号25#采用桩锤DD6.3T设计桩顶高程(零米高程一1.4米)-0.800m序号施工日期桩位编号最后1米锤击数最后二阵贯入度(cm/10击)有效桩长(m)检测承载力(kN)16.11153554230.721匕34022131.731724654231.741427911131.756.121825452230.762623054330.77259255229.781325254229.791924554230.7106.133025453230.7112025754330.7122925953230.7131226154330.7146.141125953330.7156.152425654330.7166.152124952230.7176.15125354230.7186.152725953230.7196.152825754230.7206.151025353230.7216.16925754230.7226.162325654330.7236.162225854330.7246.16225653230.7256.16335853330.726272829303132