Prepare special construction plan and emergency rescue plan, organize experts, owners and other personnel to review, and report to the supervising engineer for approval before implementation.
2.
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6、 Tomorrow’s construction plan The unit design quantity of the project is planned to be completed_ Earthwork outward transportation of Shangcheng Avenue m ³ 2620000249245_ Foundation pit retaining crown beam m153001530_ Internal support and tie beam m614006140_ Main structure U-groove bottom plate m2000200_ U-groove side wall 2000200_ Bottom plate of buried section 8730635_ Concealed roof 8730617_ Side wall of buried section of main structure m 873 0627_ Main structure pipe gallery bottom plate m5660429_ Side wall and top plate of main structure pipe gallery m5660423_ Earthwork//m ³ 0040495_ Pond slag backfill/m ³ 38300_ 7700_ Other matters__ 7、 The reason analysis and measures taken for the uncompleted plan today are not available.
Strengthen the concrete pouring management, check the stability of the support system together with the supervision organization team before pouring, strictly control the concrete pouring process control, ensure that the support system is evenly stressed, and arrange special personnel to check the support system during the pouring process, and fasten it at any time.
According to the theory of “space-time effect”, the foundation pit excavation shall follow the principle of “excavation in sections, layers and blocks, first in the middle and then on both sides, excavation and support, and completion within time limit”.
Foundation pit excavation 1.
3.
Do a good job in the prevention of engineering accidents, provide sufficient rescue equipment and equipment on the site, provide well-trained rescue personnel, and regularly organize emergency drills.
Equipment and material mobilization today (1) Material mobilization: no new material mobilization; (2) Equipment mobilization: no new mobilized equipment; 9、 No major events.
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4.
The removal shall be carried out from top to bottom.
Strictly implement the leadership system.
Strengthen the monitoring of surface settlement, deformation of ground buildings (structures), and deformation of underground pipelines during construction, and take corresponding measures according to the monitoring and measurement data.
Risk source identification and prevention measures 1.
Daily construction report of the second section of Shangcheng Avenue Interchange Reconstruction Project on Friday, January 13, 2023, weather: light rain, temperature: 11~23 ℃, completion of output value (10000 yuan), completion of per capita output value on the first planned day, completion of weekly completion of weekly completion of weekly plan_ 220.15240%_ Monthly completion ratio of the planned month in February_ 332988%3333290.9％_ 2、 Completion of the construction schedule The design quantity of the project unit is completed on the daily plan, the monthly plan, the monthly plan, the monthly completion ratio, and the cumulative completion__ Earthwork excavation and outward transportation m ³ 262000600600000249245_ Foundation pit retaining crown beam m1530000001530_ Inner support and tie beam m6140000006140_ Foundation pit purlin m1492.50001492_ Foundation pit shotcrete anchor m ³ 1970000019700_ Main structure U-groove bottom plate m20000000200_ U-groove side wall 20000000200_ Bottom plate of buried section 8730 0000635_ Roof of buried section 87300000617_ Side wall of buried section of main structure m87300 000 627_ Bottom plate of main structure pipe gallery m56600 000429_ Side wall and roof of main structure pipe gallery m56600000423_ Earth backfilling/m ³/ 0000040495_ Other matters Earthwork excavation and transportation_ 3、 Construction operation management personnel and equipment input No.
The movable rods and formwork shall be removed and removed, and the removal shall be carried out manually.
Today’s site hazard sources and key points of safety and quality control No.
Strengthen personnel education, protective measures, material inspection and other process control.
The foundation pit is excavated by steps and slopes, generally in accordance with the principle of longitudinal segmentation, vertical layering, top-down, first support and then excavation, and the section length is controlled within 25m.
In addition to the high formwork support system, the concrete strength shall be confirmed, and the removal operation can only be carried out when the formwork removal strength is reached.
Construction of formwork support for tunnel works 1.
The non-stressed parts shall be removed first, and then the stressed parts shall be removed.
Project construction personnel management personnel and equipment input remarks__ Yishangcheng Avenue______ 1 Main team day shift: 9 day shift: 5 excavators, 3 slag trucks, 2___________________ 4、 Safety production situation of the working face of each construction site of the project: earthwork excavation and outward transportation V.
VIII.
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Throwing is strictly prohibited.
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