What should I pay attention to when interviewing librarians?

first, for a new construction site, it is generally necessary to prepare for the construction. First, buy a data software (familiar with the forms, and the construction data and supervision data are classified into good categories) and a local form to fill in the sample template-the construction fascicle (the template is that big, only the construction part, such as the information of the supervisor and the owner, is available, so it is of little use. The order of the materials submitted by the general archives is not much different from the sample template)

Second, the preliminary preparation

1. The materials will be submitted to the supervisor for approval (including the supervision start-up form and the construction unit's start-up report)

2. Report to the supervisor, the list, qualifications and contact information of the management personnel of the construction unit (use the general report in the supervision materials, personnel registration, if there are tables in the supervision materials, Personnel registration form for using them)

3. Report the list of special operators on site to the safety supervisor as above

4. Report all schemes and drawings of temporary facilities (please ask the technical director and hydropower technicians to cooperate, and put forward the main points of the scheme to Xiamen, where there are special scheme writers, but if Shanghai asks you to make a scheme, don't promise)

5. Report to the construction organization design (also) Report on the construction organization design of the supervisor and the construction unit)

6. Report the general construction progress plan (the plan will be made by the chief engineer, and then you can type it out of the Project. If there are any problems, I will introduce you to the experts)

7. Check the quality management record of the construction site (read it yourself in the materials, and attach the general report of the supervisor when reporting. If the supervisor requires the contents in the inspection record to be refined and so on, You only have to do the information according to the contents inside)

8. In the early stage, you will enter the tower crane, the tower crane contract and the tower crane scheme (you must not do the scheme yourself, it is done by the tower crane renter, even if the manager asks you to do it, you will go back. The tower crane involves security and filing issues, and I can't do this information) (1) The tower crane family provides the tower crane foundation. You are responsible for reporting to the supervisor for review (general form) (2) The tower crane provides the qualification of the installation unit (there must be an installation license in it) and reporting to the supervisor (3) The excavation of the tower crane foundation trench requires the foundation trench inspection record (please ask the geological prospecting, supervision, owner and design to go to the site, which is invited by others anyway, regardless of you) (4) The tower crane foundation reinforcement installation, Reinforcement concealment is required (the records of reinforcement processing, reinforcement installation and concealment in the data construction form are indispensable) (5) After the tower crane, the anchor bolt will be concealed and the lightning protection grounding will be concealed. The anchor bolt needs the tower crane to provide the test report and warranty (6). On the basis of concrete construction, it is necessary to go to the supervisor to open a pouring and tamping order. When concrete construction is carried out, the mixing station will issue an opening appraisal, and it is required to keep the standard maintenance test block and the test block with the same conditions on site. The tower crane installation is allowed only after the test block with the same conditions reaches the strength. (7) The tower crane filing is the responsibility of the tower crane family, so don't go to help others file. (8) The final information of the tower crane is handed over to safety, so you can leave it alone. The qualification of the installer is done safely. You should report to the supervisor

3. Formalization (the early construction organization design, quality management inspection record form, and start-up application can also be done at this stage)

1. The blue prints.the design and design disclosure (the supervisor organizes all units to make a minutes of the blue prints.the design meeting, and make a sign-in form when the meeting is held, and the personnel of all units should sign in, and finally attach it to the minutes of the meeting, so as to find the signatures and seals of all units) < Same as above)

3. Excavate and backfill on site, and make earthwork grid (for budgetary purposes, let the budgeter negotiate with the chief engineer, and I have the form here, which can be modified according to the actual situation)

4. Site engineering positioning survey (elevation survey and coordinate survey) → According to the construction site plan, there are coordinate points on the axis around the building, and mark it out from the elevation given by the owner. Mark the points for you)

5. Dividing the construction section of the site unit project is generally divided according to the post-pouring zone, such as areas A, B and C. It can be discussed with the site, and the construction section should be reported to the supervisor. The large-scale information on the site should be reported according to the construction section (the axis should also be written as the example of 1~5/A~D axis in area A), such as earthwork excavation, earthwork backfilling and concrete pouring.

Earthwork backfill, in the process of backfilling, it is necessary to conceal and do earthwork compaction test, and when to do the detailed test, I will focus on it.

7. Site process civil engineering positioning survey → earthwork excavation → earthwork backfilling → foundation cushion → cushion waterproof → cushion waterproof protective layer → pile cap foundation (generally, there is a stigma above, and the details will depend on the drawings, if not, the next step) → bottom plate → floor alignment (for positioning the upper column and axis) →X-layer column →X-layer beam slab

Decorate X-layer infilled wall (brick masonry, etc. Need reinforcement concealment) → constructional column, ring beam pouring → plastering (need concealment) → painting, etc.

The information of each electrical division is made by various professional construction units, which needs to be collected finally. At first, they want you to collect the information, so leave it alone, and tell them that the information of other units will be collected when the pre-acceptance is completed, and after the internal acceptance is passed. Which electrical, water supply and drainage embedded to see which unit is doing, if it is one of their own units, we must urge them to do concealment and testing, and follow up at any time.

IV. Data forms are generally matched.

Each division in the data system is divided, and the data belonging to which part will be included in which division. Then I attach the contents of division, sub-division and sub-division to the back.

1. Concrete is laid on site, and the things to be done are: formwork, steel bar, concrete and cast order.

Formwork: inspection lot for formwork installation project and inspection lot for formwork removal project. Inspection reports of test blocks with the same conditions need to be provided)

Steel bars: inspection records of steel bar processing, steel bar installation and concealed works

Concrete: inspection batch of concrete raw materials and mix design (filled in according to the opening appraisal), and inspection batch of concrete construction

Cast order

V. Material test

If the incoming materials need to be tested, the inspection standard is available, and the manufacturer needs to provide the warranty and materials.

materials to be provided for the manufacturer's qualification application: business license, tax registration, organization code, safety production license (some are safe, some are unsafe), hygiene license (water supply pipes, etc.), etc. (other quality systems, etc., depending on your supervisor's requirements, see if the validity period of the materials has expired)

If you submit for inspection, you should follow the specifications, and some people at other sites say that you have sent too much, and put forward the standards. There are also some alternatives, such as cement, sand and stones, which are sent according to the maximum standard, such as cement stone 2T or 4m? . Like straight threaded joints for inspection, ask how many joints are needed for the foundation slab, column and floor slab of reinforcement at the site, and then send them for inspection according to each distinction.

The reports sent to the inspection station for retrieval should be classified and registered in the data table for the convenience of future statistics (some places are put together, but I don't know about Shanghai)

Other materials entering the site should also be made in a table for the convenience of statistics.

Please discuss with the manager who is responsible for the budget and reinforcement, which involves the price adjustment. After consultation, it will be reported to the prison and submitted for inspection.

when waterproofing materials and coiled materials enter the site, we should also discuss with the person in charge to see what brand and sample to send. Don't take samples directly at the site, and do it after discussion.

VI. Field test

1. Earthwork backfilling → earthwork compaction (inspection station)

2. Before pouring concrete on the foundation slab, the embedded pipes on the water and electricity should be tested (on the water and electricity)

3. If the large slab is encountered, the temperature measurement record should be made when pouring concrete. How to do it? Contact

4. Before acceptance. See local regulations

5. Make standard maintenance test blocks when concreting on site (generally, the mixing station is required to do and maintain the test directly, and you can send the inspection sheet to the testing station in 25 days, and let the mixing station send the standard maintenance test blocks by the way). On-site test blocks with the same conditions should be retained, and the test blocks are sent for inspection at 6℃. 6℃ means that you add up the daily temperature from the day of concrete construction until 6℃. According to the standard, the daily time is the average of the temperature measured four times a day, but you can use the temperature in the weather forecast and send it to the testing station when you add it up to about 55. Dismantling the formwork requires removing the formwork test block, so you can do two groups when you encounter important parts or strict supervision. One group tests the strength to see if it meets the requirements of formwork removal. The requirements of formwork removal depend on the design requirements, and the other group is reserved if the former group fails.

If the foundation cushion, such as C15, and waterproof protective layer C2 are used, it is necessary to make standard maintenance test blocks, without the same conditions. It is best to make more than 1 sets of standard maintenance test blocks for each part of the unit project, so as to make good evaluation in the future, thinking that 1 groups can be evaluated by statistics, and less than 1 groups can only be evaluated by non-statistics. Each part means: like the foundation slab of a unit project, there are more than 1 groups of concrete with the same label.

when evaluating the strength of test blocks with the same conditions, you need to multiply it by a factor, such as 1.1. I don't know how much it is in Shanghai. You have to ask the testing station

When accepting, you need to evaluate the concrete. The foundation includes: standard maintenance evaluation of cushion layer, standard maintenance evaluation of waterproof protective layer, standard maintenance evaluation of bottom plate and standard maintenance evaluation of bottom plate with the same conditions.

At the same time of evaluation, a concrete catalogue should be made, and the concrete should be classified according to the label.

6. Waterproof tests should be made in the bathroom, roof, tea room and other places.

7. All energy-saving materials should be submitted for inspection. Energy-saving bricks (such as building blocks), extruded boards and exterior wall thermal insulation mortar are used for the inspection of thermal insulation mortar test blocks, grid cloth used for exterior wall thermal insulation mortar, door and window four-character detection and curtain wall four-character.

8. Energy-saving materials require manufacturers to provide energy-saving material filing certificates, and finally, energy-saving materials need to be filed.

9. After the project is completed, the office space and residence need to be tested for indoor environment, but the factory building doesn't need to be tested.

8. I won't say

7. Household acceptance

The residence needs household acceptance, which depends on local standards. For details, please refer to the information software. For example, doors and windows installation, waterproof engineering, electrical, water supply and drainage installation, etc., can be built according to the construction section, and finally a summary table should be synthesized.

8. Essay (say whatever comes to mind)

1. After 28 days of opening appraisal, the mixing station should issue a certificate.

2. When the standard test block is written, it can be written as a column with 1-5/A-B axis, and the same. For example, 1/A axis column, 3/C axis beam (and it can't be written as beam and slab)

3. Safety and function inspection data of building engineering, just read books or software

4. Filing: The archives will sort out the data according to the catalogue provided by the archives, and other government departments will sort out

5. Inspection lot → sub-item → division → unit project < The field test reports should be classified according to categories, the standard maintenance of concrete is complete, the same conditions are complete and evaluated, the catalogue is complete, the construction records are concealed and signed, and other schemes, design changes, construction permits, and blue prints.the design are placed on the table, the more the better, but it should not be chaotic, so that the quality inspection station can't read it, and it should be able to pass

8. Special schemes, For example, temporary facilities, formwork, steel bars, concrete, earthwork excavation, earthwork backfilling, scaffolding scheme, water and electricity supply, etc.

9. Where there are some differences in the following sub-items, the general classification is the same

There is not much information in the software, and all that is required for filing: the commencement report and project overview table in Class A, as well as various construction plans and submission forms, blue prints.the design and design changes in Class B. In Class C, the records of foundation trench inspection, positioning measurement and floor setting-out, in Class D, the records of concealed works, concrete construction and opening appraisal (this is provided by the commercial company), in Class E, there is also the evaluation of a test block, in Class F, all the on-site witness sampling reports and their verification should be recorded, and in Class G, there is also a branch and sub-branch engineering quality acceptance record and each inspection lot attached.

other non-software materials are actually more important, especially those that need to be stamped with the official seal: 1. Work-start report in Class A; 2. The blue prints.the design and design changes in Class B; 3. Foundation trench inspection in Class C; 3, G class division, a branch of the engineering quality acceptance records; 4. Acceptance notice, meeting minutes, meeting sign-in form, self-evaluation report, etc. for foundation trench inspection, foundation and foundation, and subject acceptance.