Writing method of on-site construction log

Writing method of on-site construction log

Construction diary is an indispensable document in building construction materials. However, because the construction diary is not included in the project completion data, it is often ignored. In fact, a complete construction diary can guide or infer the future construction. Below, I will share with you the writing method of the site construction log, hoping to help you!

How to write a construction diary First of all, we should understand the requirements for filling in the construction diary:

1, the construction diary should be filled in according to the unit project.

2. Recording time: from commencement to completion acceptance.

3. Daily records are not allowed to be interrupted.

4. Records shall be timely, true and detailed. In case of personnel changes midway, handover procedures shall be handled to maintain the continuity and integrity of the construction diary. The construction diary shall be recorded by the foreman of the building number.

Second, make clear what should be recorded in the construction diary. The contents of the construction diary can be divided into five categories: basic contents, work contents, inspection contents, inspection contents and other contents.

First, the basic content:

1, date, week, weather, average temperature. The average temperature can be recorded as XX℃? XX℃, the weather was recorded in the morning and afternoon respectively.

2. Construction site. Name, axis, floor, etc. Division and subdivisional work should be clearly written on the construction site.

3, head of the operation attendance. Attendance must be recorded according to the division of labor, and the total number of workers must be recorded.

Second, the work content:

1, construction content and actual completion on that day.

2, the main content of the construction site meeting.

3. Inspection opinions and decisions of relevant leaders, competent departments or inspection teams on engineering construction technology, quality and safety.

4, the construction unit, supervision unit of engineering construction technology, quality requirements, opinions and implementation.

Third, check the content:

1, acceptance of concealed works. Concealed content, floor, axis, subdivisional work, acceptance personnel, acceptance conclusion, etc. It should be stipulated.

2. Manufacture of test block. The name, floor, axis and quantity of the test block group shall be specified.

3, material approach, inspection. The batch number, quantity, manufacturer and acceptance of the purchased materials shall be stated, and the inspection results shall be supplemented after inspection.

Four, check the content:

1. Quality inspection: quality inspection and treatment records of concrete pouring and molding, steel bar installation and welding, brick masonry, formwork removal, plastering, roof engineering, ground engineering and decoration engineering on that day; Records of concrete curing, dosage of mortar and concrete admixture; The causes and treatment methods of quality accidents, as well as the effect verification after quality accident treatment.

2. Safety inspection and handling of potential safety hazards (correction).

3, other inspection, such as civilized construction, field capacity and appearance management, etc.

Verb (abbreviation for verb) Other contents

1, design change notice, technical verification and implementation.

2, construction task disclosure, technical disclosure, safety technical disclosure.

3. Power cut, water cut and shutdown.

4, construction machinery failure and treatment.

5, winter rainy season construction preparation and implementation measures.

6. Promotion and application of special measures and construction methods, new technologies and new materials involved in construction.

Third, pay attention to some details during the filling process.

1. When writing, the handwriting must be neat and clear, and it is best to write in imitation of Song Dynasty or block letters.

2. The main construction contents of the day must correspond to the construction site.

3. Maintenance records should be detailed, including maintenance parts, maintenance methods, maintenance times, maintenance personnel and maintenance results.

4. Welding records should also be recorded in detail, including welding position and welding method (arc welding, electroslag pressure welding, lap double-sided welding, lap single-sided welding, etc. ), welding current, covered electrode (agent) brand and specification, welding personnel, welding quantity, inspection results, inspectors, etc.

5. Other inspection records must be specific and detailed, and cannot be generalized. Inspection records can be memorized in detail and can also replace construction records.

6, water, electricity must be recorded clearly start and end time, water, electricity is how to return a responsibility, whether to cause losses.

Requirements for filling in the construction log. The construction log is an important resume document of engineering construction technology, which should be filled out separately by unit or single project and included in the completion document. Several items shall not be mixed or cross-filled.

Second, the construction log by the project (point), head of the construction or technical director in accordance with the provisions, fill in the content day by day, not every other day, jump day or rest day; The handwriting is neat and clear, and shall not be altered; Blue-black or carbon ink pen should be used for writing, and no other ink or computer printing is allowed; ? Record? Columns should be filled in continuously, and blank lines, paragraphs and pages are not allowed; Where should I add? Remarks? Write it in the column, and where should I record the problem? Remarks? Used in the column? *? Identify and mark the page number of correction and verification records.

Three, the construction log records should be detailed properly, highlight the key points, focusing on the content related to the formation process of engineering quality, to ensure the traceability of engineering quality. Do not write anything that has nothing to do with engineering construction and quality formation.

Four, fill in the content should at least include:

1. Describe the basic situation of this project separately on the home page. It mainly includes design summary, main construction director, technical director, quality inspection engineer, supervision engineer, commencement and completion date, etc.

2. At the top of the construction log, the project location (mileage or location), date, climate, etc. Will be written.

3. According to the construction sequence, truthfully record the whole process of project formation:

(1) Project image progress (construction content).

(2) Hydrogeological conditions.

(3) Main construction methods.

(4) Construction content and quantity.

(5) Mechanical configuration and usage.

(6) staffing situation.

(7) Safety, quality, environmental protection and civilized construction

(8) Change the design.

(9) Advance geological forecast

(10) Tunnel monitoring and measurement.

(1 1) Inspection and acceptance of concealed works.

(12) Technical disclosure, construction scheme and survey lofting.

(13) sampling of materials and tests.

(14) safety, quality and technical education and training.

(15) The superior personnel checked and rectified.

4. The problems recorded in the construction log must be corrected and verified in order to solve the problems.

Construction Log Model Project Location: Date: Climate: Page 1 * * *

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I. Overview of the Project:

The total length of Xintian Xinshan Tunnel is 4508m, and the entrance end is located in Dachi Town, Longyan City, Fujian Province. The service road is close to the highway and the transportation is convenient. The tunnel area belongs to the landform of denuded middle and low mountains, which extends to the southwest through the mountains, and the vegetation at the top of the tunnel area is developed. Tunnel entrance mileage DK253+840 and center mileage DK256+094. The tunnel entrance and the tunnel body are located in a straight line respectively, and the slope in the tunnel is unilateral downhill, with a slope of 1.28%.

The tunnel lithology is mainly clay and weathered granite, in which the length of Class II surrounding rock is 1945m, Class III surrounding rock is 1760m, Class IV surrounding rock is 400m, and Class V surrounding rock is 403m, accounting for 43%, 39%, 9% and 9% of the total tunnel length respectively.

Main construction director:

Technical director:

Quality inspection engineer:

Safety engineer:

Supervision engineer:

Second, the time limit for a project goal:

According to the construction organization arrangement, the total construction period of the newly added Xinshan tunnel project is planned to be 26 months, which will be started on June 10 and completed on February 20 12.

Daily work record

Project location: the date of entering a mountain tunnel is 20 10. 10. 1. The weather is fine. Page 2 1 * *.

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(1), project image progress (or construction content): today, the bench method is adopted for excavation, with the footage of going up the bench 1.5m and the mileage dk253+950 ~+951.5; Step down 2m, mileage DK253+940 ~+942; Inverted arch excavation 5m, mileage DK253+850 ~+855; Lining pouring 12m, mileage DK253+780 ~+792.

(2) Geological surrounding rock: strongly weathered granite, with yellowish brown layered transverse distribution, broken as a whole, and the surrounding rock category is Grade V. ..

(3) Construction method: bench method (three-bench method, full-face method).

(4), construction content:

Excavation: today, the upper step 1.5m was excavated by bench method, with the mileage dk253+950 ~+951.5; Excavation of the lower step is 2m, with mileage DK253+940 ~+942; The upper and lower steps are excavated by drilling and blasting (weak blasting), and the hole retention rate is 30%. After blasting, there is overbreak in some areas, which is qualified by shotcreting at the same level; Slag discharge with loader and dump truck.

Bracket: used on the steps? 42 advance grouting small catheter, spacing of 0.4m and length of 6m. DK253+950 ~+95 1.5 is used to erect I20 a steel frame on the upper steps. Unit (should be filled in according to the design drawings? Unit, don't fill in? No), spacing of 0.5m? 25 combined hollow anchor 12 (calculated according to the design), and the ring longitudinal spacing is 1.2? 1.0m; DK253+940 ~+942 Erecting I20 a steel frame on the lower steps? Unit (should be filled in according to the design drawings? Unit, don't fill in? No), spacing of 0.5m? 22 25 mortar anchor (data should comply with the design), the ring longitudinal spacing is 1.2? 1.0m; Hanging? 6@250 steel mesh, after inspection and acceptance by the supervision engineer, is sprayed with concrete to the design thickness of 25 cm. (The quantity of materials in the construction log should be consistent with that in the inspection lot)

Lining, inverted arch, filling, waterproof and drainage: Today, the inverted arch is excavated 5 meters, and the mileage is DK 253+850 ~+855; C30 concrete is poured on the lining trolley with mileage DK253+780 ~+792. Before concrete pouring, the waterproof board has been hung up according to the design requirements.

(5), mechanical configuration and usage:

The main machinery configuration and usage today: 1 loader, 1 excavator, 4 dump trucks, 2 wet spraying machine, 8 pneumatic drills, 2 mobile electric air compressors and 1 grouting machine, totaling 2 1 set. At 14: 30 pm, the excavator tubing was damaged.

Daily work record

Project Location: Date: Climate: Page 22 * * *

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18: 00 Maintenance finished.

(6) Staffing:

Today, * * * 50 people attended the class, including 4 managers, 14 excavation class, 10 shotcrete class, 3 handyman classes, 2 electrical repair classes, 6 inverted arch classes,1kloc-0/lining class. Two people in the excavation class are sick.

(7), safety, quality, environmental protection and civilized construction:

Today is the National Day, all the staff held a flag-raising ceremony at the station, and then Li Xiaowu, the safety and quality officer, led all the staff to hold a safety and quality oath ceremony.

Upon inspection, the safety warning signs at the arch bridge have been damaged. At the handover meeting, Zhang Sanyu, the foreman, was arranged to collect it from the material warehouse, and it was required to be completed before 18: 00.

165438+ 0: 00 am, check the section steel DK253+? ~+? The spacing is 0.6m, and Wang Xiaowu, the foreman on duty, will supervise the rework.

The construction in the tunnel is in good condition. After shooting 10 minutes, workers began to enter the tunnel. All personnel shall wear safety helmets and dust masks. The air and water pipelines are neat and standardized, and the filling surface is clean and tidy. The lighting of DK 253+800 ~+900 section is insufficient, and an electrician has been arranged to replace the light bulb.

(8) Change the design:

No. (If any, relevant technical disclosure, inspection lot and original records shall correspond. )

(9) Advance geological forecast:

(1) Today, three advanced exploration holes were built on the upper step of DK253+950, namely, the arch part 1 and the arches on both sides of the upper step1; DK253+940 constructed two advanced exploration holes under the steps, and the excavation bottoms on both sides were 1 respectively.

② Analysis of geological conditions: The rock stratum is broken, and it is strongly weathered granite with yellowish brown layered distribution. (Fill in other information according to the actual situation)

(10), tunnel monitoring and measurement:

Today, 1 vault sinking points were buried for DK253+ mileage. Is this lateral convergence? Group and initial data collection. The data of other monitoring points change normally and can be used for normal construction.

Recorder:

Construction log sample

Daily work record

Project Location: Date: Climate: Page 22 * * *

Record comments

(1 1), inspection and acceptance of concealed works:

(1) at 1 1: 00, submit the shotcrete support of the upper step DK253+950 ~+95 1.5 and the lower step DK253+940 ~+942 to the supervision engineer? Apply for inspection, and agree to re-spray concrete after passing the inspection;

(2) At 23: 00, report to the supervision engineer the setting-out of the front desk truck, lining thickness and waterproof board hanging of the secondary lining concrete pouring in DK253+850 ~+855 section. Apply for inspection, and agree to enter the next process after passing the inspection.

(12), technical disclosure, construction scheme, survey and lofting:

(1), today's technical disclosure is inverted arch pouring concrete and filling construction work instructions;

(2) Today, the technical room measured and laid out the positions of steel frames on both sides of the upper step of DK253+950 ~+95 1.5, the lower step of DK253+940 ~+942 and the secondary lining trolley of DK253+850 ~+855.

(13), incoming materials and test sampling:

(1), 4 tons of Ф 22 steel bars were added to the construction site today. Operator? Accompany the resident supervisor to sample new materials on site;

(2), the operator? Today, concrete support specimens were sprayed from the upper step DK253+950 ~+95 1.5 and the lower step DK253+940 ~+942/group, and six groups of secondary lining concrete specimens were sampled from DK253+850 ~+855.

(14) safety, quality and technical education and training:

The excavation class, shotcrete class, inverted arch class and lining class all gave speeches on safety quality education before class. At 20: 00 pm, by the technical director? The lining was trained in technical disclosure of reinforcement. (Pay attention to relevant training materials)

(15), superior personnel check and rectify:

① Inspection: 14: 30 Supervision Team? Team leader and resident supervisor? Right? The construction was inspected. ? The team leader put forward rectification requirements for the problem that three people outside the cave did not wear safety helmets. The resident supervisor? It is suggested to monitor and measure the surrounding rock of tunnel in time.

(2) Rectification: In view of the problems raised by the inspection team, the foreman on duty immediately organized personnel to educate the three people who did not wear safety helmets and made rectification on the spot. After the excavation is in place, the survey team will arrange the survey points in time to collect data.

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