原材料试验台账.xls

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1、盐盐酸酸溶溶液液配配制制记记录录台台账账序号日期盐酸配制盐酸标定配置人备注配制浓度(%)配制数量(ml)盐酸用量(ml)碳酸钠质量(g)盐酸消耗量(ml)盐酸实际浓度(%)盐酸平均浓度(%)1/10006201.762833.60.98990.98581.826435.10.98182/90/3/10005301.786334.20.98550.98431.802934.60.98314/10004801.772833.90.98670.98761.771033.80.98865/430/6/10004801.828535.20.98010.98381.795034.30.98747/380/

2、8/10003501.830735.10.98410.98431.852435.50.98459/620/10/10003501.825434.90.98690.98661.808934.60.9864第 1 页石石灰灰试试验验台台帐帐序号 石灰产地进场数量(t)取样日期试验日期试验结果试验报告单编号试验者备注进场日期有效钙镁含量(%)未消化残渣含量（%）细度(%)石灰等级1宜兴100/2013.8.292013/8/292013/8/2958.7/级G312-SH-001-01朱晓波路三工区2宜兴500/2013.9.32013/9/22013/9/359.1,58.8,58.3,58.2,

3、58.6/级G312-SH-002-01G312-SH-002-05朱晓波路三工区3宜兴1000/2013.9.222013/9/212013/9/2158.6,58.5,59.1,58.1,58.8,58.0,58.6,59.1,57.3,57.2/级G312-SH-003-01G312-SH-003-10朱晓波路三工区4宜兴400/2013.9.222013/9/222013/9/2257.9,58.0,58.6,58.9/级G312-SH-004-01G312-SH-004-04朱晓波路四工区5句容500/2013.10.27 2013/10/27 2013/10/2757.4,58.8

4、,58.4,58.8,57.5/级G312-SH-005-01G312-SH-005-05朱晓波路五工区6句容498/2013.11.102013/11/92013/11/1058.0,58.5,58.3,58.0,58.8/级G312-SH-006-01G312-SH-006-05朱晓波路六工区7句容300/2013.11.17 2013/11/17 2013/11/17 78.5,77.0,78.0/级G312-SH-007-01G312-SH-007-03朱晓波路五工区8宜兴600/2013.11.29 2013/11/29 2013/11/2977.0,78.7,75.8,78.9,7

5、7.3,78.2/级G312-SH-008-01G312-SH-008-06朱晓波路四工区9宜兴985/2013.12.10 2013/12/10 2013/12/1157.2,58.9,56.4,57.7,56.1,60.4,59.0,57.4,59.1,58.3/级BG-2013-12-SHJ-001BG-2013-12-SHJ-010朱晓波路三工区10/2013/12/23 2013/12/24 52.0/级BG-2013-12-SHJ-011第 2 页11500/2013.12.23 2013/12/23 2013/12/2459.3,58.8,57.6,59.4,57.4/级BG-2

6、013-12-SHJ-012BG-2013-12-SHJ-01612500/2013.12.24 2013/12/24 2013/12/2459.8,58.4,58.0,57.4,57.5/级BG-2013-12-SHJ-017BG-2013-12-SHJ-02113500/2014.01.152014/2/232014/2/2358.2,59.0,58.4,58.3,57.8/级BG-2014-02-SHJ-001BG-2014-02-SHJ-00514500/2014.02.182014/3/42014/3/456.8,56.4,57.1,56.8,57.0/级BG-2014-03-SHJ

7、-001BG-2014-03-SHJ-00515500/2014.03.122014/3/132014/3/1357.8,58.2,57.6,58.1,58.0/级BG-2014-03-SHJ-006BG-2014-03-SHJ-01016500/2014.03.142014/3/162014/3/1674.0,73.0,73.2,73.8,73.4/级BG-2014-03-SHJ-011BG-2014-03-SHJ-01517500/2014.03.142014/3/162014/3/1657.7,57.0,56.8,58.0,56.8/级BG-2014-03-SHJ-016BG-2014-

8、03-SHJ-020181200/2014.03.292014/3/292014-3-30、2014-3-3173.0,73.1,74.1,72.6,73.4,72.9,73.6,73.4,72.6,73.5,73.2,73.4/级BG-2014-03-SHJ-021BG-2014-03-SHJ-032石石灰灰试试验验台台帐帐序号 石灰产地进场数量(t)取样日期试验日期试验结果试验报告单编号试验者备注进场日期有效钙镁含量(%)未消化残渣含量（%）细度(%)石灰等级第 3 页石石灰灰试试验验台台帐帐序号 石灰产地进场数量(t)取样日期试验日期试验结果试验报告单编号试验者备注进场日期有效钙镁含量(

9、%)未消化残渣含量（%）细度(%)石灰等级第 4 页石石灰灰试试验验台台帐帐序号 石灰产地进场数量(t)取样日期试验日期试验结果试验报告单编号试验者备注进场日期有效钙镁含量(%)未消化残渣含量（%）细度(%)石灰等级第 5 页水水泥泥试试验验筛筛标标定定记记录录序号日期标准样品筛余标准值(%)标准样品试样质量(g)标准样品筛余质量(g)标准样品筛余测定值(%)试验筛修正系数试验筛修正系数平均值试验人备注12013/12/41.5625.000.341.361.151.0525.000.411.640.9522014/3/41.5625.000.421.680.930.9625.000.391.

10、561.00第 6 页水水泥泥试试验验筛筛标标定定记记录录序号日期标准样品筛余标准值(%)标准样品试样质量(g)标准样品筛余质量(g)标准样品筛余测定值(%)试验筛修正系数试验筛修正系数平均值试验人备注第 7 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗折(Mpa)初凝(min)终凝(min)1PC32.5江苏美联M15610t/2013.8.12软基一队湿喷桩14.23.335.27.522

11、03051.01.727.22013.8.13-9.10SN00030096百润检测2PO42.5江苏鹤林2E0256200t/2013.8.15灌注桩31.65.650.08.31552531.0/28.82013.8.15-9.12G312-SN-001杨亮3633PO42.5R句容台泥JRA04RE1328949.1t/2013.9.20灌注桩、箱涵等26.85.751.28.41512140.5/28.52013.9.20-10.18G312-SN-002杨亮3594PO42.5江苏鹤林2E0355400t/2013.10.18灌注桩28.14.750.88.71902420.5/28

12、.628.62013.10.19-11.16G312-SN-003杨亮28.54.851.48.81862500.528.62013.10.19-11.16G312-SN-003杨亮5PO42.5江苏鹤林3E0023400t/2013.11.18灌注桩27.34.656.38.41952541.5/28.427.92013.11.18-12.16G312-SN-004杨亮27.64.756.08.61992581.527.92013.11.18-12.16G312-SN-004杨亮6PC32.5江苏美联M27030t/2013.11.23软基一队湿喷桩15.92.937.47.12052451

13、.51.528.02013.11.23-12.21G312-LJ-SN-002杨亮7PO42.5R句容台泥JRA04RE13364194t/2013.11.27箱涵及下部结构等28.85.950.38.31692571.0/28.42013.11.28-12.26G312-SN-005陈加干第 8 页8PC32.5江苏美联M275197t/2013.12.04软基一队湿喷桩17.32.937.36.42453611.51.527.52013.12.05-2014.01.02G312-LJ-SN-003陈加干9PO42.5江苏鹤林2E0473400t/2013.12.22灌注桩26.35.458

14、.68.12112691.5/27.42013.12.23-2014.01.20BG-2013-12-SNJ-001陈加干35626.05.254.98.22082671.0/27.52013.12.23-2014.01.20BG-2013-12-SNJ-002陈加干36110PO42.5R下部结构、箱涵30.75.356.28.22152811.5/26.1BG-2014-01-SNJ-00135811PO42.5R下部结构、箱涵等28.75.62152901.0/27.1BG-2014-03-SNJ-00135212PC32.5软基一队湿喷桩17.73.92403461.51.427.5B

15、G-2014-03-SNJ-00213P52.5R配合比、预制梁板32.46.21602171.0/27.9BG-2014-03-SNJ-00336714PO42.5灌注桩27.15.22102691.0/28.6BG-2014-03-SNJ-00435015PC32.5软基一队湿喷桩17.83.82052611.5/28.1BG-2014-03-SNJ-005水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(

16、Mpa)抗折(Mpa)初凝(min)终凝(min)第 9 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗折(Mpa)初凝(min)终凝(min)第 10 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa

17、)抗折(Mpa)初凝(min)终凝(min)第 11 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗折(Mpa)初凝(min)终凝(min)第 12 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗

18、折(Mpa)初凝(min)终凝(min)第 13 页水水泥泥试试验验台台帐帐序号水泥品种及等级生产厂家进场数量(t)工程部位试验项目试验日期试验报告单编号试验者备注（比表面积(g/cm3)）3天强度28天强度凝结时间安定性细度(%)标准稠度(%)进场日期抗压(Mpa)抗折(Mpa)抗压(Mpa)抗折(Mpa)初凝(min)终凝(min)第 14 页钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)1江苏永钢HRB40025B1130807523桩基及下部结构29.

19、800/2013.08.01458,462638,619合格32.5,29.52013/8/2G312-GJ-001-01江苏森淼2江苏永钢HRB40025B1130807823桩基及下部结构13.410/2013.08.01469,469627,632合格30.0,29.52013/8/2G312-GJ-001-01江苏森淼3江苏永钢HRB40025B1130808123桩基及下部结构7.450/2013.08.01473,467625,629合格28.5,30.52013/8/2G312-GJ-001-01江苏森淼4江苏中天HPB30010 1-13-7-1096桩基及下部结构8.068/

20、2013.08.02414,420618,605合格33.5,38.52013/8/2G312-GJ-001-02江苏森淼5江苏中天HPB30010 1-13-7-1098桩基及下部结构8.066/2013.08.02395,407598,611合格36.0,35.02013/8/2G312-GJ-001-02江苏森淼6江苏中天HPB30010 1-13-7-1099桩基及下部结构4.027/2013.08.02388,369630,624合格30.5,35.52013/8/2G312-GJ-001-02江苏森淼7江苏中天HPB30010 1-13-7-1092桩基及下部结构6.447/201

21、3.08.02382,363592,586合格33.5,36.52013/8/2G312-GJ-001-02江苏森淼8江苏永钢HRB40022B2130817223基础及下部结构39.825/2013.09.17455,463618,629合格28.5,29.02013/9/17G312-GJ-002-01江苏森淼9江苏沙钢HRB40020Q363007470下部结构2.312/2013.10.22439,446606,600合格27.5,27.02013/10/23G312-GJ-003-01江苏森淼10江苏永钢HRB40016B21309151323下部结构9.955/2013.10.22

22、455,460604,599合格25.5,26.52013/10/24G312-GJ-003-01江苏森淼11江苏永钢HRB40012B2131026823下部结构11.960/2013.10.22447,464606,615合格26.5,27.52013/10/25G312-GJ-003-01江苏森淼12江苏永钢HPB3008X3130804421下部结构6.064/2013.10.22428,448676,666合格26.5,28.02013/10/26G312-GJ-003-02江苏森淼第 15 页13江苏永钢HPB3008X3130804521下部结构14.008/2013.10.22

23、438,458686,657合格27.5,27.02013/10/27G312-GJ-003-02江苏森淼14江苏永钢HRB40028B3130853723桩基及下部结构7.884/2013.11.09461,453601,619合格25.5,26.02013/11/10G312-GJ-004-01江苏森淼15江苏永钢HRB40028B3130854223桩基及下部结构27.594/2013.11.09473,447627,611合格24.5,27.02013/11/10G312-GJ-004-01江苏森淼16江苏永钢HRB40028B3130854323桩基及下部结构1.971/2013.1

24、1.09458,469632,612合格26.0,26.02013/11/10G312-GJ-004-01江苏森淼17江苏永钢HRB40028B3130855823桩基及下部结构1.971/2013.11.09448,461616,637合格24.5,26.52013/11/10G312-GJ-004-02江苏森淼18江苏永钢HRB40028B3131000423桩基及下部结构29.565/2013.11.09437,429614,632合格25.5,26.02013/11/10G312-GJ-004-02江苏森淼19江苏永钢HRB40025B1131021923下部结构33.779/2013

25、.11.10481,467613,607合格25.0,24.02013/11/11G312-GJ-005-01江苏森淼20江苏永钢HRB40025B1131022023下部结构1.987/2013.11.10452,469623,617合格27.0,24.52013/11/11G312-GJ-005-01江苏森淼21江苏永钢HPB30010X3130806721桩基及下部结构1.987/2013.11.10363,382567,541合格29.0,27.52013/11/11G312-GJ-006-01江苏森淼22江苏永钢HPB30010X3130807621桩基及下部结构8.100/2013

26、.11.10350,388589,579合格31.0,29.52013/11/11G312-GJ-006-01江苏森淼23江苏永钢HPB30010X3130807721桩基及下部结构8.095/2013.11.10369,363554,535合格27.0,28.52013/11/11G312-GJ-006-01江苏森淼24江苏永钢HPB30010X3130807921桩基及下部结构2.027/2013.11.10369,350579,554合格30.5,28.02013/11/11G312-GJ-006-02江苏森淼钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(

27、t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)第 16 页25江苏永钢HPB30010X3130808021桩基及下部结构18.202/2013.11.10376,357560,586合格31.0,27.52013/11/11G312-GJ-006-02江苏森淼26江苏中天HRB400225-13-10-663下部结构1.851/2013.11.11483,464618,602合格26.0,27.02013/11/12G312-GJ-007-01江苏森淼27江苏中天HRB400225-13-10-674下部结构3.702/2013.11

28、.11479,467610,597合格25.0,26.02013/11/12G312-GJ-007-01江苏森淼28江苏中天HRB400225-13-10-660下部结构3.702/2013.11.11483,466608,595合格27.0,24.02013/11/12G312-GJ-007-01江苏森淼29江苏中天HRB400202-13-10-390下部结构30.240/2013.11.11457,479625,633合格27.0,25.52013/11/12G312-GJ-007-02江苏森淼30江苏永钢HRB40012B5131108423下部结构10.465/2013.11.124

29、64,477632,623合格24.0,27.02013/11/13G312-GJ-008-01江苏森淼31江苏永钢HRB40012B5131108523下部结构19.435/2013.11.12455,477623,601合格28.0,30.02013/11/13G312-GJ-008-01江苏森淼32江苏永钢HRB40012B5131108923下部结构10.465/2013.11.12473,460615,632合格26.5,26.02013/11/13G312-GJ-008-01江苏森淼33江苏永钢HRB400E12B5131225423下部结构、箱涵等10.465/2013.12.2

30、4467,457624,608合格24.0,26.52013/12/24BG-2013-12-GJJ-001孙兴辉34江苏永钢HRB400E12B5131225623下部结构、箱涵等11.960/2013.12.24441,470628,657合格23.0,22.52013/12/24BG-2013-12-GJJ-001孙兴辉35江苏永钢HRB400E12B5131225823下部结构、箱涵等10.465/2013.12.24450,470646,618合格26.0,26.52013/12/24BG-2013-12-GJJ-001孙兴辉36江苏永钢HRB40020B3131180223桩基、下

31、部结构、箱涵等7.445/2013.12.24507,517661,670合格22.5,26.02013/12/24BG-2013-12-GJJ-002孙兴辉钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)第 17 页37江苏永钢HRB40020B3131180323桩基、下部结构、箱涵等25.313/2013.12.24505,511676,664合格23.5,23.02013/12/24BG-2013-12-GJJ-002孙兴辉38江苏永钢HRB40020B

32、3131249023桩基、下部结构、箱涵等20.846/2013.12.24523,510652,674合格27.5,25.52013/12/24BG-2013-12-GJJ-002孙兴辉39江苏永钢HRB40022B21311123023桩基、下部结构、箱涵等8.850/2013.12.24467,464659,650合格23.5,27.02013/12/24BG-2013-12-GJJ-003孙兴辉40江苏永钢HRB40022B21311123123桩基、下部结构、箱涵等10.325/2013.12.24475,480674,654合格22.0,24.02013/12/24BG-2013-

33、12-GJJ-003孙兴辉41江苏永钢HRB40022B21311123223桩基、下部结构、箱涵等1.475/2013.12.24464,486666,657合格25.0,23.02013/12/24BG-2013-12-GJJ-003孙兴辉42江苏永钢HRB40025B1131159723桩基、下部结构15.896/2013.12.25454,459632,629合格24.5,25.52013/12/25BG-2013-12-GJJ-004孙兴辉43江苏永钢HRB40025B1131159823桩基、下部结构33.779/2013.12.25451,461643,625合格23.5,26.

34、02013/12/25BG-2013-12-GJJ-004孙兴辉44江苏永钢HRB40025B1131203923桩基、下部结构5.961/2013.12.25454,447650,632合格25.5,26.02013/12/25BG-2013-12-GJJ-004孙兴辉45江苏永钢HRB40025B1131204323桩基、下部结构3.974/2013.12.25449,459647,641合格24.0,24.02013/12/25BG-2013-12-GJJ-004孙兴辉46江苏永钢HRB400E28B31211115823桩基、下部结构1.971/2013.12.25479,455642

35、,627合格23.0,25.52013/12/25BG-2013-12-GJJ-005孙兴辉47江苏永钢HRB400E28B31211115923桩基、下部结构17.739/2013.12.25465,468621,643合格24.5,24.02013/12/25BG-2013-12-GJJ-005孙兴辉48江苏永钢HPB30010X3140200921桩基、下部结构、箱涵等56.216/2014.02.27374,365572,565合格37.0,35.52014/3/2BG-2014-03-GJJ-001孙兴辉钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t

36、)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)第 18 页49江苏永钢HPB30010X3140201021桩基、下部结构、箱涵等58.728/2014.02.27369,367569,578合格31.0,33.52014/3/2BG-2014-03-GJJ-001孙兴辉50江苏永钢HRB40022B2140272223桩基、下部结构、箱涵等52.078/2014.02.27443,450630,628合格20.5,22.52014/3/2BG-2014-03-GJJ-002孙兴辉51江苏永钢HRB40022B2140272323桩基、下

37、部结构、箱涵等42.063/2014.02.27461,469636,651合格24.5,25.02014/3/2BG-2014-03-GJJ-002孙兴辉52江苏永钢HRB40025B1140283223桩基、下部结构、箱涵等41.727/2014.02.27439,449642,640合格20.5,21.52014/3/2BG-2014-03-GJJ-003孙兴辉53HRB40025B11402833237.948/2014.02.27445,447636,645合格19.0,22.5BG-2014-03-GJJ-00354HRB40025B1140316872323.844/2014.0

38、3.08443,454635,647合格21.5,21.5BG-2014-03-GJJ-00455HRB40025B114031682325.831/2014.03.08444,449636,653合格19.5,20.0BG-2014-03-GJJ-00456HPB30010420129110.15/2014.03.14360,364515,523合格33.5,36.0BG-2014-03-GJJ-00557HRB40022B214032002323.600/2014.03.14462,454617,622合格19.5,19.0BG-2014-03-GJJ-00658HRB40022B2140

39、3201234.425/2014.03.14464,460625,628合格22.0,20.5BG-2014-03-GJJ-00659HRB40028B3140212262332.516/2014.03.14437,444619,634合格20.5,22.5BG-2014-03-GJJ-00760HRB40028B3140212272311.824/2014.03.14460,449630,617合格22.0,21.5BG-2014-03-GJJ-007钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(M

40、pa)极限强度(Mpa)冷弯延伸率(%)第 19 页钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)第 20 页钢钢筋筋原原材材试试验验台台帐帐序号 生产厂家钢筋品种及牌号结构部位进场数量(t)试验项目试验日期试验报告单编号试验者备注进场日期屈服强度(Mpa)极限强度(Mpa)冷弯延伸率(%)第 21 页钢钢筋筋焊焊接接件件试试验验台台帐帐序号钢筋品种及牌号焊接类型结构部位数量(个)试验项目试验日期试验报告单编号试验者备注抗拉强度(Mpa)焊缝长度(mm)断口离

41、焊口距离(mm)断口形式1HRB40025单面焊桩基600650,670,660260,265,26295,95,93延断2013/8/3GJHJ2013001江苏森淼665,655,650258,264,260100,95,94延断2013/8/3GJHJ2013001江苏森淼2HRB40025双面焊桩基600650,645,650135,130,13080,80,90延断2013/8/3GJHJ2013002江苏森淼645,630,650130,135,13395,80,85延断2013/8/3GJHJ2013002江苏森淼3HRB40022单面焊桩基600650,660,655231,2

42、30,22851,60,58延断2013/9/19GJHJ2013003江苏森淼645,650,640230,226,22855,58,60延断2013/9/19GJHJ2013003江苏森淼4HRB40022双面焊桩基600630,630,635121,119,12085,87,90延断2013/9/19GJHJ2013004江苏森淼645,635,640122,120,11880,85,80延断2013/9/19GJHJ2013004江苏森淼5HRB40025单面焊桩基600640,640,640260,255,26570,60,70延断2013/11/3GJHJ2013005江苏森淼63

43、5,640,640255,260,25575,60,65延断2013/11/3GJHJ2013005江苏森淼6HRB40028单面焊桩基600635,630,635286,292,28945,52,58延断2013/11/22 G312-GJHJ-004-01江苏森淼640,635,620287,294,29665,62,53延断2013/11/22 G312-GJHJ-004-01江苏森淼第 22 页7HRB40028双面焊桩基600645,625,630155,152,15671,60,64延断2013/11/22 G312-GJHJ-004-01江苏森淼630,645,635151,15

44、8,14960,57,65延断2013/11/22 G312-GJHJ-004-02江苏森淼8HRB40025单面焊桩基900635,640,635129,136,13258.50,62.00,52.50延断2014/3/2BG-2014-03-GJJ-H-001孙兴辉655,645,645132,132,13557.00,63.75,68.75延断2014/3/2BG-2014-03-GJJ-H-001孙兴辉630,640,655131,131,13760.50,67.50,58.00延断2014/3/2BG-2014-03-GJJ-H-001孙兴辉9HRB40025双面焊桩基900635,

45、635,640256,253,25562.00,70.50,52.75延断2014/3/2BG-2014-03-GJJ-H-002孙兴辉635,640,640255,252,25768.75,55.75,58.00延断2014/3/2BG-2014-03-GJJ-H-002孙兴辉635,630,635253,252,25462.50,50.75,53.50延断2014/3/2BG-2014-03-GJJ-H-002孙兴辉10HRB40025单面焊桩基900645,655,635129,137,13160.75,61.00,59.50延断2014/3/9BG-2014-03-GJJ-H-003孙

46、兴辉650,655,635135,140,14362.75,65.00,64.50延断2014/3/9BG-2014-03-GJJ-H-003孙兴辉655,640,635130,138,13963.00,62.50,66.75延断2014/3/9BG-2014-03-GJJ-H-003孙兴辉11HRB40025双面焊桩基900655,635,640260,257,25861.00,59.00,53.75延断2014/3/9BG-2014-03-GJJ-H-004孙兴辉钢钢筋筋焊焊接接件件试试验验台台帐帐序号钢筋品种及牌号焊接类型结构部位数量(个)试验项目试验日期试验报告单编号试验者备注抗拉强度

47、(Mpa)焊缝长度(mm)断口离焊口距离(mm)断口形式第 23 页650,660,635261,259,25666.00,71.75,73.00延断2014/3/9BG-2014-03-GJJ-H-004孙兴辉645,640,650255,253,25764.50,59.00,65.00延断2014/3/9BG-2014-03-GJJ-H-004孙兴辉12HRB40028单面焊桩基900625,615,635153,157,15561.00,58.75,64.00延断2014/3/15BG-2014-03-GJJ-H-005孙兴辉620,625,625159,154,15160.50,62.

48、75,65.00延断2014/3/15BG-2014-03-GJJ-H-005孙兴辉615,630,615153,156,15859.00,61.00,63.75延断2014/3/15BG-2014-03-GJJ-H-00513HRB40028双面焊桩基900635,625,620286,290,29152.00,58.75,64.00延断2014/3/15BG-2014-03-GJJ-H-006610,620,635298,294,29761.50,67.50,59.00延断2014/3/15BG-2014-03-GJJ-H-006620,625,635292,289,29668.00,60

49、.50,64.75延断2014/3/15BG-2014-03-GJJ-H-006钢钢筋筋焊焊接接件件试试验验台台帐帐序号钢筋品种及牌号焊接类型结构部位数量(个)试验项目试验日期试验报告单编号试验者备注抗拉强度(Mpa)焊缝长度(mm)断口离焊口距离(mm)断口形式第 24 页钢钢筋筋焊焊接接件件试试验验台台帐帐序号钢筋品种及牌号焊接类型结构部位数量(个)试验项目试验日期试验报告单编号试验者备注抗拉强度(Mpa)焊缝长度(mm)断口离焊口距离(mm)断口形式第 25 页水水泥泥混混凝凝土土用用粗粗集集料料试试验验台台帐帐序号 材料产地进场数量(t)工程部位试验结果试验日期试验报告单编号试验者备注

50、进场日期小于0.075mm颗粒含量(%)针片状含量(%)颗粒级配 压碎值(%)表观密度(g/cm3）1镇江800/2013.08.15灌注桩0.89.717.92.6702013.08.1508.16G312-CJ-001江苏森淼0.69.518.3/2013.08.1508.16G312-CJ-001江苏森淼2湖北10/2013.09.03配合比0.610.317.62.7142013.09.0309.04G312-CJ-002江苏森淼3镇江1200/2013.10.18灌注桩0.65.218.1/2013.10.1810.19G312-CJ-003江苏森淼0.55.318.3/2013.1