Minutes of special meeting on engineering quality

Model essay on minutes of special meeting on engineering quality (5 selected articles)

In our daily study, work and life, we use meeting minutes more and more in many affairs. The minutes of the meeting truthfully reflect the contents of the meeting. Without the actual meeting, it can't be recreated, otherwise it will lose its objectivity and authenticity. What kind of meeting minutes are valid? The following is a sample essay (5 selected articles) of the minutes of the special meeting on engineering quality that I carefully arranged. Welcome to read, and I hope you will like it.

Minutes of Special Meeting on Construction Quality1i. Time

20xx March 16

Second, location.

Field office

Three. participant

1, 5 experts

2. Director and site supervisor

3, project manager, the builder

4. Representative of Party A

Fourth, the content of the meeting

1, the scheme is feasible.

2. The supporting system at the arc structure should be erected into a rectangle with a width greater than the building height.

3. Monitoring points should be marked with signs (such as triangle symbols).

4, materials must be qualified, such as pipe wall thickness, pipe verticality must meet the requirements.

5, column foundation construction must be in layered compaction rear can pouring concrete, column foundation need stow-wood, expand the stress area.

6, node connectors must be tightened, team inspection, management personnel spot check.

7. The formwork support system must be installed according to the scheme 100%.

8, horizontal bar must be close to the poured reinforced concrete column, to prevent lateral movement.

9. Concrete pouring with high formwork will be arranged in the morning, so that workers and managers can maintain abundant energy, so as to find and deal with problems in time.

10, concrete can be poured only after the supervision company issues the pouring order.

Minutes of Special Meeting on Engineering Quality II Time: 2: 00 pm on Saturday, July 28th, 20xx

Location: xx

Participants:

Construction unit: xx

Supervision unit: xx

Construction unit: xx

Moderator: xx

The main topic of the meeting: xx, and the minutes of meeting content formation are as follows:

A, supervision unit

1. The title of the scheme project is wrong and there is no company seal;

2. There is no signature of relevant personnel in the column of preparation, review and approval;

3. There is no application form for construction organization design on the cover;

4. The content of the scheme is too general, the equipment installation and process standards have no specific words, and the concept is vague.

5, the construction organization staffing situation is not clear;

6. The construction progress plan lacks a tabular crossing chart;

7. Construction safety and measures are not specific to this project.

Second, the construction unit

The plan needs to be supplemented by:

1, acid-resistant brick masonry scheme and technical specification requirements;

2. Technical requirements for installing packing device, wire mesh demister and fiber demister in the tower;

3. Technical requirements for installation of acid cooler and pump of equipment supplied by Party A;

4, process piping (gas, liquid) installation scheme and process technical requirements;

5. According to the construction progress, plan the arrival time of equipment supplied by Party A in advance;

6, anti-corrosion standards and construction technical requirements.

Third, the construction unit

1. The above problems have been collected and recorded. At the same time, the plan will be revised and submitted for approval, and will be reorganized in the near future and fed back to the relevant person in charge.

2. Arrange the preparatory work in advance, arrange the construction power supply and site, and prepare the follow-up materials and components to enter the site.

3. Relevant material warranty, certificate of approval, inspection and test documents, etc. It should be delivered together with the follow-up personnel.

IV. Preliminary requirements for site safety

1, wear and use labor protection articles correctly, and it is forbidden to operate illegally;

2, instruments and professional tools and equipment must be placed in strict accordance with the relevant specifications;

3. The schedule of work and rest in high temperature period should be adjusted reasonably;

4, completes the civilized construction, keep the job site clean and orderly.

Huaibei construction engineering supervisory co., ltd

Chizhou huaguan gold smelting engineering project supervision department

20xx July 28th

Minutes of Special Meeting on Construction Quality 3 Participating Units and Participants:

Construction unit: xxx, xxx, xxx, xxx, xxx.

Supervision unit: xxx, xxx, xxx.

Construction unit: xxx, xxx, xxx

Meeting host:

xxx

Time:

Xx，xx，xx，xx，xx，xx，xx，xx，xx，xx。

Meeting place:

Party A's field office

Meeting minutes:

In order to ensure that the shed reform project entered the house as scheduled on xx, xx, xx, and in view of the rectification notice issued by the quality inspection station on xx, xx, the Engineering Department organized the Great Wall Construction Company, Hai Shun Construction Company and Baixin Supervision Company to hold a special meeting, and put forward the following requirements:

1. At the meeting, two construction units were required to rectify the problems raised in the rectification notice item by item, and the rectification must be completed before xx, and each construction unit shall be responsible for it. Invite relevant personnel of the quality inspection station to the site for re-inspection.

2. If the problems raised in the rectification notice cannot be rectified due to the weather, they shall be promised in writing and reported to the Engineering Department.

3. The construction unit is responsible for sorting and numbering the keys of each door in the building number, and after re-inspection by the quality inspection station, it is ready to hand them over to the property management company.

4. The tap water is ready to be delivered around X this month. Each construction unit must backfill the water pipes of each unit before delivering water, and do a good job of heat preservation to prevent the water pipes from freezing after delivering water.

5. The professional problems of hydropower listed in the rectification notice should be rectified item by item immediately.

Minutes of Special Meeting on Engineering Quality 4 Meeting Time:

20xx September 1 18: 15: 00.

Meeting place:

Meeting room of project department

Main support:

Xxx (Head of Supervision Team of Liuhe Sixth Bid Section)

Participants:

Supervision team: team leader, deputy team leader and tunnel supervision engineer.

Project department:

Manager, chief engineer, tunnel supervisor, tunnel construction team leader, technician and duty supervisor.

Meeting agenda:

First of all, the tunnel supervision engineer reported the problems existing in the current tunnel construction.

Second, the project department to develop corrective measures.

Third, the deputy head of the supervision team further strengthened the tunnel construction control requirements.

Meeting contents:

Tong Xiaoming, the leader of the supervision team, first explained: Jiangjungou Tunnel is the key and difficult point of safety, quality, progress and cost control in my contract section. Although there are many difficulties in the construction of Jiangjungou Tunnel, such as: the surrounding rock situation is not in conformity with the design, the supply of main materials such as explosives, steel bars and cement is tight, and the funding gap is large. With the joint efforts of the supervision team and the project department, the safety, quality and progress of Jiangjungou Tunnel have been obviously improved in xx years, but it cannot be ignored that there are still some problems in the construction of Jiangjungou Tunnel, which need our great attention.

1. Chen Xin, the tunnel supervision engineer, reported the problems existing in the current tunnel construction.

Tunnel entrance:

1. Tunnel excavation: due to the development of joint cracks in surrounding rock, the strength is low, the rock mass is broken, showing a broken structure, and the self-stabilization ability is poor. Therefore, in the process of excavation, the length of footage and smooth blasting should be strengthened to ensure construction safety. However, the construction team blindly pursues the progress, and sometimes the footage is 3.5m in one cycle, which leads to the collapse of both sides of the wall, serious local overbreak and potential safety hazards. The supervision team and the project department raised similar questions many times, but the construction team refused to change many times and carried out brutal construction.

2. Fabrication and installation of grid structure: there are widespread problems such as irregular welding and incomplete welding seams; Some batches still have some problems, such as excessive spacing of stirrups, U-shaped steel, grid steel frames, insufficient thickness of grid steel frames, excessive inclination and so on, and there are quality and safety hazards.

3 Anchor installation: the anchor installation is not standardized, not plum blossom layout; The end is not cut, but arc cut; A few are not long enough, and it is suspected that they have not been grouted.

2. Tunnel exit:

1.CRD excavation: the longitudinal spacing of each cavern excavation is not coordinated; The long interval of process connection and the untimely closing of the ring will cause the arch frame to hang, which will easily lead to excessive deformation of surrounding rock.

2. Temporary support: the partition wall is uneven, the longitudinal connecting ribs are not constructed in time and connected firmly, C25 sprayed concrete is not closed in time, and the thickness is not enough.

3. Grille steel frame: the welding is not standardized and the weld is not full; The spacing between stirrups and U-shaped bars is too large; The inclination does not meet the requirements.

4. Vault subsidence: ZK582+264-26 1 vault subsidence reaches 16cm, and circumferential cracks appear.

Three requirements:

1. Strictly control the excavation footage of the tunnel body to be less than 2m, control the depth, spacing and quantity of smooth blasting holes, adjust smooth blasting parameters at any time according to the actual situation of surrounding rock, control over-excavation, and ensure the construction safety.

2. Strengthen the spacing and inclination control of grid steel frame installation. Unqualified steel frames will be scrapped and will not enter the construction site.

3. The layout of anchor must comply with the requirements of design specifications, control the length, quantity and angle of anchor, and prohibit unqualified anchor from entering the construction site.

4.CRD construction method must keep the longitudinal spacing between caverns; Temporary inverted arches should be set up in time when each cavern is closed, and the circle should be formed gradually to shorten the circle forming time as much as possible; The middle partition wall must be provided with arc temporary support, and the temporary inverted arch at the bottom of the small section excavated left and right should be kept on the same section. The connection of all nodes must be aligned, and the bolts should be firmly connected, and they should be used as the anchor pipe of the lock foot in time; To ensure the spacing between the partition wall and the temporary inverted arch steel frame and the thickness of sprayed concrete, the longitudinal connecting ribs between the steel frames should be constructed in time and connected firmly.

5. Strengthen monitoring and measurement, timely understand the dynamic changes of surrounding rock, and timely feedback information.

Second, the project department to develop corrective measures.

Meng Qingxin, the chief engineer of a project department, took corrective measures to the problems raised by the supervision engineer: the problems in construction fully reflected that the management quality of each construction team was not in place and the safety awareness was weak. I hope that all construction teams will attach great importance to it, do not make such low-level mistakes repeatedly in construction, and must strictly follow the requirements of design and specifications.

Meng Qingxin, the chief engineer, requires that the following work must be done well in the next step:

1. For the problems existing in the construction, the project department must actively cooperate with the supervision team, resolutely rectify and implement, and will not tolerate them.

2. The on-site technicians of the project department are required to strengthen their sense of responsibility, strengthen control, adhere to inspection procedures, and conduct self-inspection strictly, so as to give full play to the role of the quality management self-inspection system of the project department in construction.

3. The construction team should attach great importance to safety and quality, and cooperate and support the work of the project department and supervision team.

Xu Jun, the second project manager: Tunnel construction encountered many difficulties. With the support and cooperation of the supervision team, the project department has thought of many ways and taken many measures to solve many difficulties and create a good environment for our construction. However, our construction team has poor management and poor awareness of quality and safety, and there are always such and such problems, and even repeated education does not change. The project department agreed with General Manager Meng Qingxin that the next step would be to intensify the rectification of tunnel construction. I hope that through this meeting, all construction teams will effectively strengthen on-site management and control and do a good job in safety and quality. If such quality problems happen again, the project department will, as always, support and implement the decision of the supervision team on rework, shutdown and punishment, and will investigate and deal with relevant personnel (including on-site technicians of the project department).

Third, the requirements of the deputy head of the supervision team for further strengthening the control of tunnel construction.

Xun Wenxian, deputy head of the supervision team:

1. Since the resumption of work this year, the supervision team has organized more than ten special meetings on tunnel construction, and achieved certain results, but it is not significant. It is hoped that the questions raised by each construction team to the tunnel supervision engineer will be implemented quickly according to the requirements of chief engineer Meng Qingxin, and the supervision team and the project department will review the rectification situation on September 2.

2. In addition, the supervision team has repeatedly requested to reserve fire extinguishers, fireproof sand and other relief materials at each hole, hoping that all construction teams will implement them as soon as possible.

2. Team leader xxx:

First, support the opinions of the tunnel professional supervision engineer, deputy team leader and project chief engineer, and then ask for the following:

1. It is necessary to increase the number of operators and pickaxes, or adopt new treatment technology, so as to complete the treatment in September.

2. The left exit tunnel must be controlled on site according to the requirements of tunnel professional engineers, and the footage of each cavern should be coordinated and closed as soon as possible to effectively restrain the deformation of surrounding rock.

3. It is necessary to strengthen the control of blasting excavation, reduce overbreak and prohibit underbreak. When the local overbreak is serious, with the consent of the supervision engineer, the same grade concrete or flaky concrete can be used for backfilling. Overexcavation and backfilling must be dense, and surrounding rock and supporting system must not be empty!

4. On-site technicians and supervisors should carry out their duties and responsibilities, and cooperate to strengthen on-site control to prevent the occurrence of Jerry-building, barbaric construction and risky operations.

5. The supervision team will continue to strengthen the patrol inspection of tunnel construction, and will be ordered to rework or stop work for rectification when problems are found, and will be punished according to the Detailed Rules for the Administration of Site Work Assessment.

Minutes of five special meetings on engineering quality:

Xx year xx month xx day

Location:

Meeting room of project department

Moderator:

xxx

Project department:

Xxx, etc

Subcontractor:

xxx、xxx

Meeting minutes:

The meeting reported the main contents of xxx coordination meeting and checked the contents of last week's meeting. The minutes of the meeting are as follows:

A, construction management:

1.at 8: 30am on June xx, 2008, the management office, technical office and xxx office, together with the supervisor and xx company, accepted the xxx foundation of the oxidation reactor. On xx, xx, the owner organized all units to carry out the acceptance, and on xx, xx, foreign experts were present to organize the completion acceptance.

2. On xx, XX, the technical office will arrange personnel to confirm the special materials for pipelines in XX, and the supply office will prepare the material list and report the material plan to the owner.

3. The incinerator will be present at the end of xx, and xx Company will arrange the foundation construction to ensure that the construction will be completed around XX.

4. The temporary cables and distribution boxes of the Electric Instrument Company will be present on xx, xx, xx, XX. The management office will arrange unloading and the supplier will arrange personnel to receive the inspection.

5. Inform the construction personnel of Mechanic Company and Electrical Instrument Company to enter the site office before xx, and the management office will contact the Ministry of Engineering and Construction to implement the special meeting time of xx.

6.xx Company shall prepare the construction scheme of roads and foundations in the device area according to the arrival of new drawings.

7. During the foundation construction of oxidation reactor, the boundary protection is not standardized, and there are production wastes at the site. Require xx company to complete the rectification according to the requirements of management office before xx.

Second, the safety management:

1. The group company issued the Notice on Standardizing Field Distribution Box, requiring the construction unit to replace the field distribution box with the style required by the group company.

2. Do a good job of safety and civilized construction self-inspection every Saturday, find and solve hidden dangers in time, and report the self-inspection results to the owner in the form of mail.

Third, technical quality management:

1.xx blueprint is here.

Meeting requirements:

1. At present, the focus of civil construction is the foundation of incinerator and oxidation reactor. It has been raining for some time, which has affected the progress. Huaxing company should implement manpower machinery as required, grab the progress and catch up with the construction period, and strive to get back the construction period delayed by rain.

2. At present, it is the rainy season of construction, so all units should attach great importance to safety work and do a good job in preventing landslides and landslides.

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