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Operation instructions, project overview and main quantities, main machinery, tools, tools, construction preparation, operation methods, process requirements and quality standards, safety and civilized construction measures for civil works of coal basin

 Operation Instruction for Civil Works of Coal Sinking Basin - Figure 1

Operation Instruction for Civil Works of Coal Sinking Basin - Figure 1

 Operation Instruction for Civil Works of Coal Sinking Basin - Figure 2

Operation Instruction for Civil Works of Coal Sinking Basin - Figure 2

 Operation Instruction for Civil Works of Coal Sinking Tank - Figure 3

Operation Instruction for Civil Works of Coal Sinking Tank - Figure 3

 Operation Instruction for Civil Works of Coal Sinking Basin - Figure 4

Operation Instruction for Civil Works of Coal Sinking Basin - Figure 4

 Operation Instruction for Civil Works of Coal Sinking Basin - Figure 5

Operation Instruction for Civil Works of Coal Sinking Basin - Figure 5

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    Process name Process work content Supervisor's responsibilities Achievements refer to standards Other remarks 1. Project commencement 1. Organize and hold the first site meeting; 2. Approve the Construction Organization Design; 3. Approve the Project Commencement Report; 4. Prepare supervision rules 5. Qualification review of subcontractors 6. Engineering positioning survey 7. Material mobilization inspection 8. Review the construction schedule 1. Attend the meeting and assist the supervising engineer to make relevant preparations; 2. Understand the review points of Construction Organization Design and assist in the review; 3. Understand the review points of the Project Commencement Report and assist in the review; 4. Understand the key points of preparation of Supervision Rules 5. On site inspection and understanding of subcontractors 6. Be familiar with the drawings, exploration reports and relevant specifications for field measurement 7. 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Refer to the requirements of drawings, exploration reports and element tables 1. The Minutes of Meeting shall be completed and distributed to the participants the next day after the meeting; 2. Keep supervision log every day. 2. Acceptance of foundation trench 1. The construction unit shall fill in the acceptance data of sub divisional/divisional works construction inspection application form, and the acceptance records include: 1) Engineering positioning survey record 2) Foundation trench line inspection record 3) Foundation trench inspection record 4) Foundation treatment records (used in special cases) 5) Review and inspection application materials of foundation drilling exploration records (as required) 2. Site acceptance (including the following) A、 Dominant items: a, elevation, b, length and width, c, slope B、 General items: a. Surface flatness; b. Low soil property of foundation 3. The supervising engineer signs for approval 1. The supervisor of this control point must be present; 2. Assist the supervising engineer to check the inspection application data of the construction unit; 3. Inspect the construction site and check whether the construction unit has constructed according to the drawings, including checking the position, plane size and bottom elevation of the foundation pit; 4. Check the soil quality and groundwater of foundation pit according to the geological exploration report; 5. Check whether there are holes, ancient tombs, ancient wells, air defense shelters and underground buried objects at the bottom of the foundation trench, as well as the position, depth and shape of the above objects. 1、 Foundation trench line inspection record 2. Foundation trench inspection record A、 Dominant items: a, elevation, b, length and width, c, slope B、 General items: a. Surface flatness; b. Low soil property of foundation 3. Foundation treatment records (used in special cases) 4. Foundation drill rod exploration record Code for Acceptance of Construction Quality of Building Foundation Engineering GB50202_2002 6.2.1, 6.2.2 and 7.1.3 The supervisor shall inspect the reliability and authenticity of the materials reported by the construction company according to the on-site measurement of the specifications. Foundation treatment includes: Quicksand, silt and other conditions shall be reported to the supervising engineer in time, and the supervising engineer's guidance, suggestions and opinions shall be listened to. 3. Reinforcement works 1. Filled in by the construction unit 1) Inspection Application Form for Mobilization of Engineering Materials 2) Steel product certificate, delivery inspection report, mobilization re inspection report 3) Inspection records of concealed works, 2. Review the inspection application materials 3. Qualified in site acceptance 4. Signature and approval of supervising engineer 1. The supervisor of this control point must be present; 2. Assist the supervising engineer to check the inspection application data of the construction company. The inspection application data must be complete, or the site acceptance will not be carried out; 3. On site inspection and on-site verification of the mechanical properties of steel, the measured value of the strength of seismic reinforcement, chemical composition and other special inspections, the hook and bend of the load-bearing reinforcement, the hook form and appearance quality of the stirrup, the net size of the load-bearing reinforcement along the length direction, the net size in the stirrup, the connection method of the longitudinal load-bearing reinforcement, the load-bearing reinforcement and its type, grade, specification and quantity, The length and width and mesh size of the binding reinforcement mesh, the length, width and height of the binding reinforcement skeleton, the spacing, row spacing and thickness of the protective layer of the stressed reinforcement, and whether the construction unit has constructed according to the drawings and specifications; 1、 Fill in the relevant contents of the acceptance record of reinforcement processing inspection lot I II on site 2. Fill in the supervision log, including: on-site inspection records of reinforcement works, project progress, and relevant dynamics of on-site workers, materials, and machines. Code for Acceptance of Construction Quality of Concrete Structures (GB50204_2002) 5.1.1, 5.2.1, 5.2.2, 5.5.1 The supervisor shall report the quality problems to the supervising engineer in time, listen to the guidance of the supervising engineer, and carry out the on-site supervision work in strict accordance with the requirements of the guidance. 4. Installation of embedded parts 1. The construction unit shall fill in the inspection application materials (including), construction tables and acceptance records of subdivisional/divisional works: 1) Inspection application record of engineering materials mobilization 2) Steel Product Certificate Inspection Record 3) Inspection record of concealed works 2. Review the inspection application materials 3. Qualified in site acceptance 4. The supervising engineer signs for approval 1. The supervisor of this control point must be present; 2. Assist the supervising engineer to check the inspection application data of the construction company. The inspection application data must be complete, or the site acceptance will not be carried out; 3. Check the specification, model, installation elevation, flatness, center distance, diagonal dimension and rust and dirt removal of the embedded parts, fill in the supervision log, including: specification, model, installation elevation, flatness, center distance, diagonal dimension and rust and dirt removal of the embedded parts, project progress, relevant developments of on-site workers, materials and machines Code for Acceptance of Construction Quality of Steel Structures GB50205-2001 4.2.1, 4.3.1, 4.4.1, 5.2.1, 5.2.4 The supervisor shall report the quality problems to the supervising engineer in a timely manner, listen to the supervising engineer's guidance, and carry out the on-site supervision work in strict accordance with the requirements of the guidance 5. Formwork 1. The construction unit shall fill in the inspection application materials, including: construction inspection application form for divisional/sub divisional works; Acceptance records include: 1) Inspection application record of engineering materials mobilization 2) Engineering pre inspection record (formwork engineering) 2. Review the inspection application materials 3. Qualified in site acceptance 4. The supervising engineer signs for approval. 1. The supervisor of this control point must be present; 2. Assist the supervising engineer to check the inspection application data of the construction company. The inspection application data must be complete, or the site acceptance will not be carried out; 3. Check the geometric dimension, centerline, elevation, firmness of formwork, tightness and strength of joints, rigidity, cleaning inside the formwork, painting of release agent, etc. of formwork erection. 1、 Carry out on-site inspection and fill in the relevant contents of the main control items and general items in the Inspection Lot Quality Acceptance Record Form I of Formwork Installation Works; 2. Fill in the supervision log, including: on-site inspection, on-site inspection records, project progress, relevant dynamics of on-site workers, materials and machines Code for Acceptance of Construction Quality of Concrete Structures GB50204_2002 4.11 、 4.13 The supervisor shall report the quality problems to the supervising engineer in time, listen to the supervising engineer's guidance, and carry out the on-site supervision work in strict accordance with the requirements of the guidance 6. Concrete works 1. The construction unit shall fill in the inspection application materials, including: construction table of subdivisional/divisional works; Acceptance records include: 1) Inspection application form for engineering materials mobilization, including cement: certificate of conformity, ex factory inspection report, cement test report; Sand: sand test report; Stone: acceptance record of crushed (pebble) stone test report. 2) Acceptance records of concrete mix proportion and concrete opening identification data. 2. Review the inspection application materials 3. Qualified in site acceptance 4. The supervising engineer signs for approval. 1. The supervisors at this control point must be present and conduct 24-hour on-site supervision; 2. Assist the Supervisor i to check the inspection application data of the construction company. The inspection application data must be complete, or the site acceptance will not be carried out; 3. Check the cement certificate, factory inspection report and cement test report; Sand: sand test report; Stone: acceptance record of crushed (pebble) stone test report. Concrete factory certificate, mix proportion application form, opening appraisal, and on-site witness sampling shall be recorded. Appearance quality and curing of concrete 1. Site supervision records. 2. Fill in the supervision log, including: on-site inspection, on-site inspection record, project progress, relevant dynamics of on-site workers, materials and machines 3. According to the on-site inspection results, fill in the concrete construction inspection lot quality acceptance record form II related contents of main control items and general items Code for Acceptance of Construction Quality of Concrete Structures GB50204_2002 7.2.1, 7.2.2, 7.4.1, 8.2.1, 8.3.17.4.1 The supervisor shall report the quality problems to the supervision engineer in time, listen to the guidance of the supervision engineer, and carry out the on-site supervision work in strict accordance with the requirements of the guidance 7. Backfill 1. The construction unit shall fill in the inspection application materials, 2. Review the inspection application materials 3. Qualified in site acceptance 4. Signature and approval of supervising engineer 1. Supervisors at this control point must be present 2. Focus on the quality control of backfill, Code for Acceptance of Construction Quality of Building Foundation Engineering GB50202_2002 6.3.1, 6.3.2, 6.3.3 The supervisor shall report quality problems to the supervising engineer in a timely manner, listen to the supervising engineer's guidance, and carry out on-site supervision work in strict accordance with the requirements of the guidance 8. Ground resistance test 1. The construction unit fills in the inspection application materials 2. Review the inspection application materials 3. Qualified in site acceptance 4. Signature and approval of supervising engineer 1. The supervisor of this control point must be present; 2. Assist the supervising engineer to check the inspection application data of the construction company. The inspection application data must be complete, or the site acceptance will not be carried out; 3. Check whether the construction unit conducts construction according to the drawings and specifications on site; 4. The ground resistance measurement value must be recorded truthfully, and the acceptance record of the construction inspection application form of sub divisional/divisional works must be recorded; Acceptance records include: 1. Inspection application record of engineering materials mobilization 2. Product certificate, factory inspection report, salt adding record 3. Inspection records of concealed works comply with Code for Design of Lightning Protection of Buildings GB50057_94 4.3.1 to 4.3.8, and at the same time, the resistance shall meet the design requirements. The supervisor shall report quality problems to the supervising engineer in a timely manner, listen to the supervising engineer's guidance, and carry out on-site supervision work in strict accordance with the requirements of the guidance 9. Commencement of tower steel structure project 1. Organize and hold the first site meeting; 2. Approve the Construction Organization Design; 3. Approve the Project Commencement Report; 4. Prepare supervision rules; 5. Review the tower construction schedule. 1、 Be familiar with design documents and project overview; Attend the meeting and assist the supervising engineer to make relevant preparations; 2. Understand the review points of the Construction Organization Design, and assist in reviewing the Construction Organization Design of the tower prefabrication and installation project submitted by the construction unit; 3. Understand the review points of the Project Commencement Report and assist in the review; 4. Understand the key points in the preparation of Supervision Rules, Assist in preparation; 5. Understand the overall project progress, and assist in reviewing the tower fabrication and installation schedule. 1、 Work records and minutes of site meetings; 2. Review records of key points of Construction Organization Design; 3. Review record of Project Commencement Report; 4. Work records; 5. Review record of construction schedule review form. 1. Work records and minutes of site meetings; 2. Supervision specifications; 3. Company regulations; 4. Refer to the construction requirements of the Employer. 1. The meeting should be held together with tower foundation and foundation works. 10. Recheck the tower foundation and bearing surface 1. The construction unit fills in the inspection application data; 2. Site acceptance is qualified; 3. The supervising engineer shall sign for confirmation. 1、 The construction unit shall fill in the inspection application data (registration form) after detecting the axis and elevation of the tower foot foundation, the support surface, the specification and location accuracy of the anchor bolts; The supervisor reviews whether the inspection application data are complete and complete; 2. The supervisor shall be present to review whether the data meet the design and specification requirements; 3. After the supervisor passes the field inspection, it shall be countersigned by the professional supervision engineer. Registration form of tower foundation and bearing surface recheck test data Code for Acceptance of Mobile Communication Engineering Steel Tower and Mast Structure YD/T5132-2005: Article 8.2. See Attached Table TY-1 for the format of registration form 11. Structure Incoming acceptance of components 1. Raw material inspection; 2. Processing inspection of parts and components (including inspection of outsourced parts such as fasteners); 3. Welding engineering inspection; 4. Inspection of anti-corrosion works. When transporting tower components to the installation site, supervisors must enter the site to inspect and accept the component quality: 1. Measure whether the raw materials used for main materials and other components conform to the design and specifications; 2. Check whether the processing elements of parts and components are consistent; 3. Meet the design and specification requirements; 4. Check the factory quality inspection records of welding appearance quality and internal defects of welded components; 5. Check whether the quality of hot-dip galvanizing and other anti-corrosion measures meet the design and specifications. 1、 Member mobilization quality acceptance record form (including 1-4 items); 2. Factory quality acceptance record of inspection lot of tower steel structure subdivisional works: including processing of parts and components (including raw material qualification certificate and re inspection report); Welding engineering; Quality acceptance records of three subdivisional works of anti-corrosion works (provided by the construction unit). Code for Acceptance of Mobile Communication Engineering Steel Tower and Mast Structure (YD/T5132-2005). 1. Raw material: YD/T5132-2005 Articles 4.2.1-5, 4.3.1-2 and 4.4-6; 2. Processing: YD/T5132-2005 Section 6.2-6. 3. Welding: Article 5.1 and 5.2 of YD/5132-2005; The welding of single pipe tower shall also meet Article 7.7.9 of CECS236:2008. 4. Corrosion prevention: Article 7.2.2-5 and 7.3.1-2 of YD/5132-2005; 1、 See Attached Table TY-2 for the format of component mobilization quality acceptance record; 4. Factory quality acceptance record of inspection lot of tower steel structure subdivisional works: as per YD/T5132-2005 12 Installation of tower components 1. Approve the tower installation commencement report; 2. Safety inspection on installation site; 3. Component installation: 3.1 Connection of fasteners; 3.2 The tower components shall meet the design requirements and be installed smoothly; 3.3 Connection of flange plate; Joint rate of gusset plate connection (in case of bolt shear connection); 3.4 Installation of steel platform and antenna support; 3.5 Installation of ladder, cable rack and bridge; 3.6 Installation of mast stay wire and clamp; 3.7 Overall verticality; 3.8 Installation of single pipe tower socket; 3.9 Installation of lightning protection structure. 1. According to the approved Construction Organization Design Check the installation conditions according to the requirements of the specification The installation shall be confirmed by the supervising engineer; 2. It is required to improve the installation and construction management system Organization and implementation; Wear safety helmet and safety belt during construction There are warnings in the operation area; Operators shall work with certificates; Those without climbing permit are forbidden to work on the tower; Ensure the safety management in place and civilized construction on site; 3. Be familiar with design documents; Check whether the installation quality of each part of the tower and mast and the overall structure meets the design and specification requirements; 4. Supervise the construction unit to organize according to the approved construction Design operation; Construct according to design requirements and specifications; Stop on-site fire cutting or forced installation; When hoisting other components and equipment with the installed structure, the strength and stability calculation results shall be submitted, and the components that are easy to deform shall be reinforced with the consent of the design unit. 1. Tower installation commencement report; 2. Safety inspection record form; 3. On site inspection record of tower installation subdivisional works. 1. Code for Acceptance of Mobile Communication Engineering Steel Tower and Mast Structure (YD/T5132-2005:8.1.3); 3.1 YD/T5132-2005: Article 8.3; 3.2 YD/T5132-2005: Article 8.4.1; CECS80-2006: Article 9.5; 3.3 YD/T5132-2005: Articles 8.4.6 and 8.4.7; 3.4 YD/T5132-2005: Articles 8.4.8 and 8.1.6; 3.5 YD/T5132-2005: Articles 8.4.4 and 8.1.11; 3.6 YD/T5132-2005: Articles 8.3.4, 8.4.3, 8.1.4 and 8.1.5; 3.7 YD/T5132-2005: Article 8.4.2; 3.8 CECS 236:2008: Article 8.6; 3.9 Lightning protection structure shall be installed according to design requirements 2. See Attached Table TY-3 for the format of safety inspection record form; 3. See Attached Table TY-4 for the format of on-site inspection record of tower installation subdivisional works.
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    The inspection means must pass the test and technical appraisal, and feasible technical measures shall be formulated to form new supplementary provisions of technical process standards, which shall be submitted to the company for approval and trial implementation. 3. Pile foundation works, large earthwork, deep foundation pit support, large volume concrete, large span, transfer layer, prestressed works, large steel structure fabrication and installation, glass curtain wall, winter construction, external scaffolding works and super-high roof frame erection, works with special process requirements (fire resistance and heat insulation, temperature protection, special concrete, anti-corrosion), special processes (underground waterproof, welding) For the construction of special parts, structures and processes, targeted technical measures must be formulated and reported to the company for approval before construction. 4. During the construction process, the technical standards and regulations issued by the state, industry and local authorities, as well as the quality standards of various building materials, semi-finished products and finished products, should be strictly implemented, and the company's relevant construction management regulations should be carefully implemented. 5. In case of any conflict or inconsistency between the content of the Operation Instruction and the current national, industrial and local standards and specifications, the relevant provisions of the current national, industrial and local standards and specifications shall prevail. 6. The construction shall be carried out according to the design drawings at the construction stage
  • Operation Instruction for Laying and Erection Works of a Bid Section of Lince Line

    1、 Lince Line Project Overview 1.1. Project Overview Linhe Ceke Railway is located in Bayannur City and Alxa League in the west of Inner Mongolia Autonomous Region. The project starts from Linhe Station of Baotou Lanzhou Railway on the Beijing Lanzhou Corridor in the east, and then passes through Hangjinhou Banner, Wulathou Banner, Dengkou County, Alxa Left Banner, Alxa Right Banner Ejina Banner, and then use the Jiace Railway under construction to the north to reach the port of Ceke, with a total length of 759.582km. Bid section XX includes track laying and beam erection (including beam fabrication) within the scope of DKXXX ~ DKXXX and DKXX (= DKXXX) ~ DKXXX ~ Jiace Line KXXX. Jiace Line is a special railway line from Jiayuguan to Zeke built by XX Iron and Steel Group Corporation, which has been put into operation. 1.2 Main engineering items and quantities: 394.716km of main track laying, 25.56km of station track laying, 350 holes of beam fabrication and erection, including 324 holes of 32m T-type simply supported beam, 4 holes of 24m T-type simply supported beam, and 22 holes of 16m T-type simply supported beam. 3、 Operation Instruction 3.1 Overview This operation instruction makes specific provisions on the construction survey and construction technical preparation in the early stage of the laying and erecting project, defines the contents of the construction survey before the commencement of the laying and erecting, and the specific measures for the construction technical preparation. 3.2 Scope of application This instruction is only applicable to the preparatory work for the preliminary construction of the laying and erecting works of Section XX of Lince Line. 3.3 Construction survey Before track laying and beam erection, relevant personnel shall be organized to conduct construction survey on bridges, subgrade, stations, tunnels, etc. of the whole line for Bid Section XX of Lince Line. 3.3.1 Contents of construction survey: 1. Investigate and measure the clearance and other obstacles that may affect the passage of machinery, such as high and low voltage transmission lines, communication media lines (optical cables), highway and railway overpasses (overpasses), roads, tunnels, etc. that cross the line in the running section of track laying and beam erecting machinery. Put forward handling suggestions for the problems found in the above investigation; 2. Investigate the location, topography, traffic roads, water and electricity supply, etc. that may be used as the paving and erecting base, the assembly and disassembly of paving and erecting machinery, and the parking of engineering campers; 3. Understand the construction progress of projects related to track laying and beam erection, and propose the schedule of track laying and beam erection; 4. Investigate and understand the penetration survey of line, bridge centerline and benchmark, and verify the setting of line spacing, line centerline stake, line foundation stake, benchmark stake, bridge bearing cross line, etc;   

  • Operation Instruction for Digging Pile Supervision of a Project in Chongqing
    1、 Work in the preparatory stage of construction 1. The Project Supervision Department must review the following data before starting the construction of foundation works: Table 1: Construction Preparation Report of Foundation Works Table 2: Control Chart of Digging Pile Construction of Foundation Works Table 3: Statistics of Basic Quantities of Foundation Works Table 2 Construction Process Supervision • Progress Control Table IV: Construction Progress Control Plan of Foundation Works of Building 1 # V: Actual Construction Progress Control of Foundation Works of Building 1 # Quality Control Investment Control Table VI: Statistics of Completed Quantities of Foundation Works of Building 1 # Table VII: Monthly Completed Investment Statistics of Foundation Works III Appendix I: Quality Standards for Foundation Engineering Construction Page 14
  • Work instruction plan for engineering survey supervision review
    The control survey of the project is divided into horizontal control survey and vertical control survey. For general projects, the level of the first level horizontal control network shall not be lower than the fourth level (including the fourth level), and the level of the internal construction horizontal control network (secondary encryption control) in the work area shall not be lower than the second level (including the second level). For large or special construction projects, the level of the control network shall be raised by one level.
  • Supervision planning preparation work instruction project
    The key points of quality control of the project are the key points of construction quality control. The key points of quality control should be set according to the characteristics of the project, grasp the main factors affecting the construction quality of the process, analyze the reasons for affecting the quality of important parts or weak links in the process activities in advance, and propose corresponding measures for pre control.
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