沿海高架桥桥梁桩基施工台账.xls

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1、沿海高架桥砼施工台帐工程项目承台浇筑日期砼m3量立柱浇筑日期砼m3量盖梁浇筑日期砼m3量工程项目承台浇筑日期砼m3量立柱浇筑日期1-11-17-17-11-21-27-27-21-31-37-37-31-41-47-47-42-12-18-18-12-22-28-28-22-32-39-19-12-42-49-29-23-13-110-110-13-23-210-210-23-33-310-310-33-43-411-111-14-14-111-211-24-24-211-311-34-34-312-112-14-44-412-212-25-15-112-312-35-25-213-113-1

2、5-35-313-213-25-45-413-313-36-16-114-114-16-26-214-214-26-36-315-115-12011.12.142011.12.1492926-46-415-215-2沿海高架桥砼施工台帐工程项目承台浇筑日期砼m3量立柱浇筑日期砼m3量盖梁浇筑日期砼m3量工程项目承台浇筑日期砼m3量立柱浇筑日期16-116-128-128-116-216-228-228-217-117-129-129-117-217-229-229-218-118-129-329-318-218-230-130-119-119-130-230-219-219-230-330-3

3、20-120-131-131-120-220-231-231-221-121-131-331-321-221-232-132-122-122-132-232-222-222-232-332-323-123-133-133-123-223-233-233-224-124-134-134-124-224-234-234-225-125-135-135-125-225-235-235-226-126-136-136-126-226-236-236-227-127-137-137-127-227-237-237-2滨港路沿海高架桥砼施工台帐工程项目承台浇筑日期砼m3量立柱浇筑日期砼m3量盖梁浇筑日期砼

4、m3量工程项目承台浇筑日期砼m3量立柱浇筑日期38-138-154-154-138-238-254-254-239-139-155-155-139-239-255-255-240-140-156-156-140-240-256-256-241-141-157-157-141-241-257-257-242-142-158-158-142-242-258-258-243-143-159-159-143-243-259-259-244-144-160-160-144-244-260-260-245-145-161-161-145-245-261-261-246-146-162-162-146-24

5、6-262-262-247-147-163-163-147-247-263-263-248-148-164-164-149-249-264-264-249-149-165-165-149-249-265-265-250-150-166-166-150-250-266-266-251-151-167-167-151-251-267-267-252-152-168-168-152-252-268-268-253-153-168-368-353-253-268-468-4沿海高架桥砼施工台帐工程项目承台浇筑日期砼m3量立柱浇筑日期砼m3量盖梁浇筑日期砼m3量工程项目承台浇筑日期砼m3量立柱浇筑日期6

6、9-169-171-171-169-269-271-271-269-369-371-371-369-469-471-471-470-170-172-172-170-270-272-272-270-370-372-372-370-470-472-472-40 07171砼浇筑台帐汇总!A1砼m3量盖梁浇筑日期砼m3量砼m3量盖梁浇筑日期砼m3量砼m3量盖梁浇筑日期砼m3量砼m3量盖梁浇筑日期砼m3量沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照0#11.2-45.0-0.544.5

7、050.321.2-45.0-0.544.5050.331.2-45.0-0.544.5050.341.2-45.0-0.544.5050.351.2-45.0-0.544.5050.361.2-45.0-0.544.5050.371.2-45.0-0.544.5050.381.2-45.0-0.544.5050.391.2-45.0-0.544.5050.3101.2-45.0-0.544.5050.3111.2-45.0-0.544.5050.3121.2-45.0-0.544.5050.31#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931

8、.5-61.0-0.560.50106.941.5-61.0-0.560.50106.92#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931.5-61.0-0.560.50106.941.5-61.0-0.560.50106.93#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931.5-61.0-0.560.50106.941.5-61.0-0.560.50106.94#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931.5-61.0-0.560.5010

9、6.941.5-61.0-0.560.50106.95#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931.5-61.0-0.560.50106.941.5-61.0-0.560.50106.96#11.5-61.0-0.560.50106.921.5-61.0-0.560.50106.931.5-61.0-0.560.50106.941.5-61.0-0.560.50106.97#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.6沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼

10、方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照31.5-62.0-0.561.50108.641.5-62.0-0.561.50108.68#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.69#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.610#11.5-62.0-0.561.5010

11、8.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.651.5-62.0-0.561.50108.661.5-62.0-0.561.50108.611#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.67#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照41.5-62.0-0.561.50108.651.5

12、-62.0-0.561.50108.661.5-62.0-0.561.50108.612#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.651.5-62.0-0.561.50108.661.5-62.0-0.561.50108.613#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.651.5-62.0-0.561.50108.

13、661.5-62.0-0.561.50108.614#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.611#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照15#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.616

14、#11.5-62.0-1.260.80107.421.5-62.0-1.260.80107.431.5-62.0-1.260.80107.441.5-62.0-1.260.80107.417#11.5-62.0-1.260.80107.421.5-62.0-1.260.80107.431.5-62.0-1.260.80107.441.5-62.0-1.260.80107.418#11.5-62.0-1.260.80107.421.5-62.0-1.260.80107.431.5-62.0-1.260.80107.441.5-62.0-1.260.80107.419#11.5-64.0-1.26

15、2.80110.921.5-64.0-1.262.80110.931.5-64.0-1.262.80110.9沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照41.5-64.0-1.262.80110.920#11.5-68.0-1.266.80118.021.5-68.0-1.266.80118.031.5-68.0-1.266.80118.041.5-68.0-1.266.80118.021#11.5-73.0-1.271.80126.821.5-73.0-1.271.8012

16、6.831.5-73.0-1.271.80126.841.5-73.0-1.271.80126.822#11.5-73.0-1.271.80126.821.5-73.0-1.271.80126.831.5-73.0-1.271.80126.841.5-73.0-1.271.80126.823#11.5-73.0-1.271.80126.821.5-73.0-1.271.80126.831.5-73.0-1.271.80126.841.5-73.0-1.271.80126.824#11.5-73.0-1.271.80126.821.5-73.0-1.271.80126.8沿海高架桥桩基施工台帐墩

17、台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照31.5-73.0-1.271.80126.841.5-73.0-1.271.80126.825#11.5-70.0-1.268.80121.521.5-70.0-1.268.80121.531.5-70.0-1.268.80121.541.5-70.0-1.268.80121.526#11.5-70.0-1.268.80121.521.5-70.0-1.268.80121.531.5-70.0-1.268.80121.541.5-70.0-1.268.80

18、121.527#11.5-73.0-1.271.80126.821.5-73.0-1.271.80126.831.5-73.0-1.271.80126.841.5-73.0-1.271.80126.828#11.5-73.0-1.271.80126.821.5-73.0-1.271.80126.831.5-73.0-1.271.80126.841.5-73.0-1.271.80126.829#11.5-70.0-1.268.80121.524#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检

19、测破桩拍照21.5-70.0-1.268.80121.531.5-70.0-1.268.80121.541.5-70.0-1.268.80121.551.5-70.0-1.268.80121.561.5-70.0-1.268.80121.530#11.5-70.0-1.268.80121.521.5-70.0-1.268.80121.531.5-70.0-1.268.80121.541.5-70.0-1.268.80121.551.5-70.0-1.268.80121.561.5-70.0-1.268.80121.531#11.5-70.0-1.268.80121.521.5-70.0-1.2

20、68.80121.531.5-70.0-1.268.80121.541.5-70.0-1.268.80121.551.5-70.0-1.268.80121.561.5-70.0-1.268.80121.532#11.5-70.0-1.268.80121.521.5-70.0-1.268.80121.529#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照31.5-70.0-1.268.80121.541.5-70.0-1.268.80121.551.5-70.0-1.268.801

21、21.561.5-70.0-1.268.80121.533#11.5-63.0-1.261.80109.221.5-63.0-1.261.80109.231.5-63.0-1.261.80109.241.5-63.0-1.261.80109.234#11.5-63.0-1.261.80109.221.5-63.0-1.261.80109.231.5-63.0-1.261.80109.241.5-63.0-1.261.80109.235#35#11.5-63.0-1.261.800.021.5-63.0-1.261.800.031.5-63.0-1.261.800.041.5-63.0-1.26

22、1.800.036#11.5-62.0-1.260.80109.021.5-62.0-1.260.80108.931.5-62.0-1.260.80109.141.5-62.0-1.260.80108.537#11.5-54.06-1.252.8694.232#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照21.5-56.96-1.255.76100.131.5-56.15-1.254.9597.341.5-60.65-1.259.45106.638#11.5-50.58-1.2

23、49.3888.621.5-53.43-1.252.2393.531.5-50.38-1.249.1888.441.5-51.88-1.250.6890.939#11.5-52.54-1.251.3492.221.5-51.74-1.250.5489.931.5-51.89-1.250.6989.641.5-51.74-1.250.5490.440#11.5-58.920-1.257.72103.521.5-59.52-1.258.32103.731.5-56.72-1.255.52100.141.5-57.82-1.256.62101.441#11.5-65.00-1.263.80114.4

24、21.5-65.00-1.263.80113.931.5-65.00-1.263.80114.041.5-65.00-1.263.80114.242#11.5-65.00-0.564.50113.921.5-65.00-0.564.50113.931.5-65.00-0.564.50113.941.5-65.00-0.564.50113.943#11.5-65.0-0.564.50113.921.5-65.0-0.564.50113.937#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测

25、破桩拍照31.5-65.0-0.564.50113.941.5-65.0-0.564.50113.944#11.5-65.0-0.564.50113.921.5-65.0-0.564.50113.931.5-65.0-0.564.50113.941.5-65.0-0.564.50113.945#11.5-65.0-0.564.50113.921.5-65.0-0.564.50113.931.5-65.0-0.564.50113.941.5-65.0-0.564.50113.946#11.5-69.0-0.568.50121.021.5-69.0-0.568.50121.031.5-69.0-0

26、.568.50121.041.5-69.0-0.568.50121.047#11.5-69.0-0.568.50121.021.5-69.0-0.568.50121.031.5-69.0-0.568.50121.041.5-69.0-0.568.50121.048#11.5-65.0-0.564.50113.921.5-65.0-0.564.50113.931.5-65.0-0.564.50113.941.5-65.0-0.564.50113.949#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.643#

27、沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照41.5-62.0-0.561.50108.650#11.5-64.0-0.563.50112.2 21.5-64.0-0.563.50112.231.5-64.0-0.563.50112.241.5-64.0-0.563.50112.251#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.652#11

28、.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.653#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.654#11.5-62.0-0.561.50108.621.5-62.0-0.561.50108.631.5-62.0-0.561.50108.641.5-62.0-0.561.50108.655#11.5-61.0-0.560.5

29、0106.921.5-61.0-0.560.50106.931.5-61.0-0.560.50106.941.5-61.0-0.560.50106.9沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照56#11.5-58.0-0.557.50101.621.5-58.0-0.557.50101.631.5-58.0-0.557.50101.641.5-58.0-0.557.50101.657#11.5-58.0-0.557.50101.621.5-58.0-0.557.50101.6

30、31.5-58.0-0.557.50101.641.5-58.0-0.557.50101.658#11.5-59.0-0.558.50103.321.5-59.0-0.558.50103.331.5-59.0-0.558.50103.341.5-59.0-0.558.50103.359#11.5-59.0-0.558.50103.321.5-59.0-0.558.50103.331.5-59.0-0.558.50103.341.5-59.0-0.558.50103.360#11.5-57.0-0.556.5099.821.5-57.0-0.556.5099.831.5-57.0-0.556.5

31、099.841.5-57.0-0.556.5099.861#11.5-51.0-0.550.5089.221.5-51.0-0.550.5089.231.5-51.0-0.550.5089.241.5-51.0-0.550.5089.262#11.5-47.0-0.546.5082.1沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照21.5-47.0-0.546.5082.131.5-47.0-0.546.5082.141.5-47.0-0.546.5082.163#11.5-43

32、.0-0.542.5075.121.5-43.0-0.542.5075.131.5-43.0-0.542.5075.141.5-43.0-0.542.5075.164#11.5-46.0-0.545.5080.421.5-46.0-0.545.5080.431.5-46.0-0.545.5080.441.5-46.0-0.545.5080.465#11.5-49.0-0.548.5085.721.5-49.0-0.548.5085.731.5-49.0-0.548.5085.741.5-49.0-0.548.5085.766#11.5-53.0-0.552.5092.721.5-53.0-0.

33、552.5092.731.5-53.0-0.552.5092.741.5-53.0-0.552.5092.767#11.5-56.0-0.555.5098.021.5-56.0-0.555.5098.031.5-56.0-0.555.5098.041.5-56.0-0.555.5098.062#沿海高架桥桩基施工台帐墩台号桩号钻机桩径设计标高(m)实际(m)桩长(m)砼方量(m3)施工时间备注桩底桩顶终孔标高 灌前标高设计实际理论实际开钻灌注检测破桩拍照砼浇筑台帐汇总!A1沿海高架桥台帐浇筑日期桥名（桩号）部 位名 称桩基下部构造施工队领用材料台帐施工队名称施工部位及用途材料名称其它材料32282522201612108声测管钢绞线