冲击桩成孔施工记1孔

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1、冲击孔成施工记录编号：01-08---工程名称舟山圣地亚大酒店施工单位浙江欣立建设有限公司桩机类型冲击桩机1#机（锤重2.7T）序号施工日期桩编号桩径成孔深度（m）钢护筒长度（m)自然地坪标高(m)护筒顶标高（m）护筒类型见证人签证12010.8.30-9.32#83014.513.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节22010.9.3-9.61#83014.613.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节32

2、010.9.6-9.811#83015.013.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节42010.9.8-9.1110#83014.613.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节52010.9.11-9.1412#8301412.5-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒8节62010.9.14-9.1713#83015.213.75-5

3、.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节72010.9.17-9.1915#83015.213.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节82010.9.19-9.2214#83015.613.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度1.25m，钢护筒9节shallnotexceedthelevelofstatorcore,orarcskateboards,prot

4、ectionofstatorplaterollovermayoccur),reasonabletogenerallyshouldbecentralized.Avoidlayoutvulnerabletomechanicaldamage,damp,vulnerabletocorrosionandvibration,ensureasfaraspossiblewiththeplatformstairs,liftingdevices,coverplates,electricalenclosuresandotherintervalsatarm'slength.Pipingsupport

5、andhangersetweightoftheweightanditsinsulationshallmeetreasonablepipingdisplacement,increasesystemstability,preventionofpipelinevibrationdisplacementinoperation.Processpipingsupportandhangerspacingareshownintable1.Processpipinginthedrainpipemusthaveacertainslope(about0.002-0.004)todrain.Ente

6、rthepipeshouldbesmoothflowtothelateral,intakemanifoldintotheexpansiontankshouldbeconsideredorder,lowpressureorhighpressuredropneartheexpansiontankinlet.Pipedeflectionandexpansionmustbeconsideredtheabsorptionproblem,considerthenaturaldirectionofthepipelineusingthesmallpipetoachievethermalexp

7、ansioncompensationand,ifnecessary,consider施工单位（签章）：监理单位（签章）：冲击孔成施工记录编号：01-08---工程名称舟山圣地亚大酒店施工单位浙江欣立建设有限公司桩机类型冲击桩机1#机（锤重2.7T）序号施工日期桩编号桩径成孔深度（m）钢护筒长度（m)自然地坪标高(m)护筒顶标高（m）护筒类型见证人签证92010.9.22-9.2441#83014.413.75-5.0-5.0埋设护筒6mm厚，长度1.25m+5mm厚长1.25钢护筒各1节，接5mm厚长度