打桩施工记录数据

1、打桩施工记录数据说明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，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

2、，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；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，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1.4米）-1.300m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（cm/10击）有效桩长（m）检测承载力（kN）16726.1752570.50

3、.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

4、.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1.4米）-0.200m 序号施工日期桩位编号最后1米锤击数最后三阵贯入

5、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.

6、271316952225.6176.28715763325.6186.292316552225.6196.292816262325.6206.292915463325.6216.291416852225.6226.302516753325.6236.301916952225.6246.301815763325.6256.301716254425.6266.302717152225.62776287.12617053325.6297.11618152224.6307.11517242225.63132风机编号 23# 采用桩锤 D6.2T 设计桩顶高程（零米高程1.4米

7、）-0.800m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（cm/10击）有效桩长（m）检测承载力（kN）16.2219381413143426.22181975443036.22171944333146.22261845453156.22161385442866.24151416453176.24141485453186.24131556543196.241214154531106.242514754431116.252914343331126.252414743331136.252815554331146.251111344325156.251013954531166.269158

8、43231176.26814843331186.262314554331196.26714655431206.26614954531216.29514265431226.29414854331236.292214754431246.29214365531256.29314154431266.302012343328276.30114564431286.302115743331296.3030143655313027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

9、程（零米高程1.4米）-0.700m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（cm/10击）有效桩长（m）检测承载力（kN）16.10123714131534.726.10113416141634.736.1093614151634.746.10103416151534.756.1083114161434.766.13283714131333.776.132314243426.786796.13611814131233.7106.13511315131433.7116.132211613141233.71267136.1331181

10、4131433.7146.13211415141533.7156.13111114131433.7166.152011416151533.7176.151912614121233.73086186.151810313131433.73097196.151710816151533.72993206.152611013141433.72715216.163011314131433.7226.162111613121233.73005236.162712414131333.7246.162911314131433.7256.162511215141533.7266.161611514131233.7

11、2872276.161510813121233.7286.161410414131433.7296.161311498933.7306.162412276633.7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1.4米）-0.400m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（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

12、）31.1290166.132085（0.2m）31305576.131518329.886.141422855529.896.141325410101030.8106.142520710101029.8116.151221865329.8126.151121554429.8136.151024743329.81468156.16822855429.8166.162423744329.8176.162923454429.8186.162322065329.8196.16721666529.8206.16622064429.8216.16521865529.8226.1

13、62221064429.82368246.172726553329.8256.173025854329.82730266.172124465529.8276828682968306.181825754429.8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1.4米）-1.300m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（cm/10击）有效桩长（m）检测承载力（kN）16.2116311133.226.2215811132

14、.836.231631.51.51.532.846.2201491113356.21919322232.666.41812711132.776.41717922232.586.41613111132.6315796.51413811132.73119106.51513811131.93121116.72615311132.5126.72513511132.73121136.72414122232.8146.71113822232.9156.81215311132.8166.111313711132.8176.112910722232.9186.112811722232.9196.1110167

15、11132.9206.113017111133.1216.112116822232.9226.122717711133.1236.12916322233.1246.12817411133.1256.122316711133266.122218111133.1276.12416311132.9286929693061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1.4米）-1.200m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（cm/10击）有效桩长（m）检测承

16、载力（kN）15.21283634333133314125.21273734333233316535.2123343332313345.21263033322833312655.2125323433303365.22113024312333311075.2210322432323385.2224342433313395.2233231312333105.223232333232333055115.232914032234.3125.233013722234.33148135.233114032234.33175145.231313732134.33213155.231414032134.316

17、5.24514522134.3175.241213522234.33202185.24413032134.3195.24114032234.3205.28914721133.8215.281513022234.5225.28612332233.9235.281611333333.9245.291711533333.7255.29713521134.4265.29213711133.6275.291812622233.8285.291913422233.7295.30813621133.7305.302212532234.1315.302113122233.8325.302012111133.5

18、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1.4米）-1.900m 序号施工日期桩位编号最后1米锤击数最后三阵贯入度（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

19、（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（0.6m303131（0.6m）159836255.3010112（0.5m）54333.9265.312587（0.6m）765342