No memorabilia..
Mobilization of equipment and materials today (1) material mobilization: no new mobilization materials; (2) equipment mobilization: no new mobilization equipment; VIII.
Completion of construction progress project unit design quantity daily planned daily planned monthly planned completion rate open cumulative completion Earthwork excavation M ³ 26200000000% 175250 foundation pit retaining crown beam m153000000% 1330 inner support and tie beam m614000003349 foundation pit purlin m1492 5000280 foundation pit shotcrete anchor M ³ 197000007700 U-groove bottom plate of main structure m200__ 3333100141 U-groove side wall 2000059595950059 buried section bottom plate 873 # 07474100110 buried section top plate 8730037000 main structure buried section side wall m873 # 0 # 53 # 3769.837____________________ Other matters open section 132-167 left side wall formwork installation open section 167-200 right side wall formwork installation right concealed section 200-245 bottom plate reinforcement installation concealed section 290-335 side wall reinforcement installation nk495-nk540 inner support and purlin formwork installation____________________ Other matters_ 3、 Construction operation management personnel and equipment input No.
project construction personnel management personnel and equipment input remarks I mall Avenue___ 1.
tomorrow’s construction plan.
Daily report on construction of Lot 2 of Shangcheng Avenue Interchange reconstruction project on Tuesday, December 21, 2021, weather: light rain, temperature of 5 ~ 13 ℃ Completion of output value (10000 yuan) 1.
Planned daily completion date completed per capita output value weekly planned weekly completion rate 10100.21305038.52 monthly planned monthly completion rate annual planned annual cumulative completion rate 52044886.1% 9300418745% 2.
V.
Day shift of main team: 92 persons day shift: 6 persons, 5 cranes, 4 excavators and 1 truck mounted crane__________________________ 4、 Safety production conditions of working faces at each work point of the project nk495-nk540 inner support and purlin formwork installation; (5 constructors).
The project unit plans to complete the earthwork outward transportation of Shangcheng Avenue by M ³ 2620000175250 foundation pit retaining crown beam m153001330 internal support and tie beam m614003349 U-shaped groove bottom plate m2000141u-shaped groove side wall 200059 buried section bottom plate 8730110 buried top plate 87300 buried section side wall of main structure m 873 0 37____________ Other matters open section 132-167 left side wall concrete pouring open section 167-200 right side wall formwork installation right concealed section 200-245 bottom plate reinforcement installation pipe gallery gk380-420 bottom plate cushion pouring concealed section 290-335 side wall reinforcement installation nk495-nk540 inner support and purlin pouring____________ Other matters_ 6、 Cause analysis and measures taken for failure of today’s plan VII.
Purlin and support reinforcement binding of NK6 + 540-560 section of Shangcheng Avenue; (11 constructors).
