The subgrade design shall be based on the natural conditions along the line, in the principle of adapting measures to local conditions and using local materials, select reasonable subgrade cross section form and slope gradient, and set up economic and effective drainage, protection and other designs to prevent various adverse factors from harming the subgrade and ensure that the subgrade has sufficient strength and stability. During the construction, we will make reasonable arrangements and carefully organize in strict accordance with the requirements of the bidding documents to ensure the construction quality.

 Construction organization design of highway bridge engineering in a city - Figure 1

Construction organization design of highway bridge engineering in a city - Figure 1

 Construction organization design of highway bridge engineering in a city - Figure 2

Construction organization design of highway bridge engineering in a city - Figure 2

 Construction organization design of highway bridge engineering in a city - Figure 3

Construction organization design of highway bridge engineering in a city - Figure 3

 Construction organization design of highway bridge engineering in a city - Figure 4

Construction organization design of highway bridge engineering in a city - Figure 4

 Construction organization design of highway bridge engineering in a city - Figure 5

Construction organization design of highway bridge engineering in a city - Figure 5

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  • expressway Bridge works Construction Form
    The construction form of expressway bridge works is mainly used to record the construction data of expressway bridge works for your reference.
  • Class I highway Bridge works Construction design scheme
    The geomorphic unit of this section belongs to Class III terrace of the Yangtze River, and the terrain is small hills and ridges, which are mostly artificially reconstructed. The whole site is saddle shaped, low-lying in the middle, with a pond rising towards the north, and a hill at the south end, which has been leveled. The surface layer along the line is miscellaneous fill or arable soil, and the underlying overburden layer is Middle Pleistocene residual old clay. The bedrock is Silurian shale and Devonian mudstone. The overburden layer is about 11.5m thick, and it is strongly weathered rock stratum. The strength is low, belonging to extremely soft rock, with a thickness of about 17.5m. The weakly weathered rock stratum is relatively complete, with high strength.
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  • Class I highway Bridge works Model construction organization plan
    This document is a model of construction organization scheme for bridge works of first-class highway. The content is detailed and can be used for reference.
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  • Class I highway Bridge works Complete construction organization scheme
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    The starting and ending chainages of the project are K0+000 ~ K1+422.36, with a total length of 1.422km; the starting and ending chainages of the viaduct are K0+403.5 ~ K0+801.87, with a total length of 398.37m, including 300.04 bridge spans and 88.08m approach bridges. The overall structure of the bridge is a simply supported beam system, which is a straight bridge. The total width of the bridge is 19 meters. The piers are double column piers, large cantilever cap beams, and 40 friction pile foundations with a diameter of 1.5 meters.
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    **Located in the upper reaches of the Yangtze River and the hinterland of the Three Gorges Project reservoir area, the City * * District is the second largest city of * *, the political, economic, cultural and trade center in the east of * *, the land and water transportation hub of the Three Gorges Reservoir area, the tourism service base of the Three Gorges Scenic Area, and an important industrial, trade and immigration city in the reservoir area. The impoundment of the Three Gorges Reservoir will have a greater inundation impact on * * District. Yanjiang Road is an indispensable facility to connect the existing urban roads and municipal pipelines and restore the original functions of the city.
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    **Located in the upper reaches of the Yangtze River and the hinterland of the Three Gorges Project reservoir area, the City * * District is the second largest city of * *, the political, economic, cultural and trade center in the east of * *, the land and water transportation hub of the Three Gorges Reservoir area, the tourism service base of the Three Gorges Scenic Area, and an important industrial, trade and immigration city in the reservoir area.
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  • First class highway in a city Bridge works Construction organization scheme
    The starting and ending chainages of the project are K0+000 ~ K1+422.36, the total length of the line is 1.422km, the starting and ending chainages of the viaduct are K0+403.5 ~ K0+801.87, the total length of the bridge is 398.37m, of which the total length of the bridge span is 300.04, and the total length of the approach bridge is 88.08m. The overall structure of the bridge is a simply supported beam system, which is a straight bridge. The total width of the bridge is 19 meters. The piers are double column piers, large cantilever cap beams, and 40 friction pile foundations with a diameter of 1.5 meters. The upper structure is a 15 span 20 meter equal span pretensioned concrete wide hollow slab structure, of which one span spans Wuhuang Railway.
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    6 × 19-43-1700 steel wire rope is selected for this project, and its safety factor K=1190/203=5.9 meets the requirements. The north bank of the bridge site area is Class I terrace and Class II terrace of the high river floodplain of the Yangtze River. The riverbed is 1655m wide. The thickness of the Quaternary overburden is 23~36m, and the thinnest is 8.5m at the north side of the riverbed.
  • A road Bridge works Construction organization design
    This paper includes road construction, rainwater pipeline construction, sewage pipeline construction, bridge construction (PHC prestressed concrete pipe pile (type B) is used for the substructure, with a pile length of 42 meters, portal column, reinforced concrete light cushion cap, and abutment. The superstructure adopts prestressed reinforced concrete hollow slab beam, etc.
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  • Class I highway in a place Bridge works construction plan
    The construction scheme of a first-class highway bridge project in a certain place is a key project of municipal construction in XX city. Starting from Guanshan 1st Road in the north to the intersection of Wuhuang first-class highway, and connecting Jiangxia Avenue in the south, it is the entrance and exit channel of XX Science Park. The project is designed by XX Highway Survey and Design Institute and constructed by an engineering bureau
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    Prepare winter construction measures, make preparations before winter construction, and prepare sufficient winter construction materials, living materials and heating appliances one month before winter. Organize construction personnel to learn relevant specifications and systems for winter construction, and carry out technical disclosure. When the daily average temperature at the construction site is lower than 5 ℃ for 5 consecutive days, the concrete construction shall be handled according to the relevant provisions for winter construction. In order to prevent the project from freezing damage due to sudden drop of temperature, pay attention to the weather changes before and after winter construction, and take timely anti freezing measures such as covering and insulation. In winter, the welding of reinforcement shall be carried out in the work shed, and the construction shall be stopped when the temperature is lower than - 20 ℃. Concrete construction shall not be arranged in winter. When construction must be carried out, effective methods such as wrapping and heat storage shall be used to ensure the concrete construction temperature. A special person shall be assigned to monitor the concrete construction temperature with a thermometer at any time to ensure the concrete construction quality. During the construction period, it shall be handled according to the current construction specifications for highway bridges and culverts, and the management and quality control of concrete raw materials shall be strengthened. Cement shall be stored in advance for insulation, and sand and gravel shall be covered to avoid ice and snow. Strengthen winter maintenance of construction machines and tools, check and maintain water tanks, oil lines, pipes and other parts frequently to prevent equipment from freezing.
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  • Wuhan first-class highway Bridge works Organization design scheme
    The starting and ending chainages of the project are K0+000 ~ K1+422.36, with a total length of 1.422km; the starting and ending chainages of the viaduct are K0+403.5 ~ K0+801.87, with a total length of 398.37m, including 300.04 bridge spans and 88.08m approach bridges.
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    In the early stage, the project situation was analyzed in a timely manner, and the project site and hydrogeological conditions were surveyed at the site in advance. It is necessary to understand the characteristics and difficulties of the project.
  • A municipal administration Bridge works Construction organization design
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    Before the construction of bridge works, the implementation construction organization design shall be prepared in accordance with the principle of "continuity, balance, rhythm, coordination and economy". For projects with complex technical conditions, multiple schemes shall be compared and selected to prepare special construction schemes that are safe, reliable, technically feasible and economically reasonable.
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    The station access road project of XX Station of XX Railway is a supporting project of XX Railway. It is located in XX Guan, XX Township. The route starts from the exit of XX Railway Station and ends at the planned intersection. There are two major bridges and four culverts in this project. Among them, the starting and ending pile number of No. 1 Bridge of XX Bridge crossing XX Expressway is K0+066.46-K0+363.54, and the bridge length is 297.08m. The superstructure adopts 25m and 40m prestressed concrete simply supported T beams, which are post tensioned prestressed concrete precast members. The span arrangement is 6 × 25m+40m+4 × 25m. The continuous structure of simply supported bridge deck is adopted. The substructure of the whole bridge adopts pile column piers and abutments, and bored pile foundation, This bridge crosses the main line of XX expressway from the third hole under XX railway bridge to the seventh hole of the bridge. The skew angle of the bridge axis and the axis of XX expressway is а=70.1., The span of crossing hole is 40m.
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    The station access road project of XX Station of XX Railway is a supporting project of XX Railway. It is located in XX Guan, XX Township. The route starts from the exit of XX Railway Station and ends at the planned intersection. There are two major bridges and four culverts in this project. Among them, the starting and ending pile number of No. 1 Bridge of XX Bridge crossing XX Expressway is K0+066.46-K0+363.54, and the bridge length is 297.08m. The superstructure adopts 25m and 40m prestressed concrete simply supported T beams, which are post tensioned prestressed concrete precast members. The span arrangement is 6 × 25m+40m+4 × 25m. The continuous structure of simply supported bridge deck is adopted. The substructure of the whole bridge adopts pile column piers and abutments, and bored pile foundation, This bridge crosses the main line of XX expressway from the third hole under XX railway bridge to the seventh hole of the bridge. The skew angle of the bridge axis and the axis of XX expressway is а=70.1., The span of crossing hole is 40m.
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    The project is located at the confluence of the Yangtze River and Wujiang River in Jiangdong District, Fuling District, Chongqing, bordering the Yangtze River and Wujiang River, and belongs to the eastern urban area of the Fuling River. It is one of the "one city, two districts and five areas" determined in the overall plan of Fuling District, and an important area for Fuling District to develop eastward across the Wujiang River. The subgrade is mainly the flood control and revetment comprehensive improvement embankment project on the east bank of the confluence of the Yangtze River and Wujiang River in Fuling District under construction, and the two ends are connected with the existing Fuling Feng Highway.
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    This project is the third section of xx xx expressway (xx xx section). The total length of the route is 10.7km, and the starting and ending stakes are K30+109.5 ~ K40+817.951 (left line LK37+865 ~ LK40+815.728). The quantities of this section mainly include: 1.42 million cubic meters of subgrade excavation, 680000 cubic meters of filling, 90000 cubic meters of drainage protection works, 5 major bridges 5510m (single width), 2 medium bridges 78m (single width), 45 channel culverts 1211.1m/45, 1 tunnel 5031.629m/1 (single width), 3 vehicular overpasses, and 1 interchange.
  • Wuhan East Lake High tech Zone Class I Highway Bridge works Construction organization design
    The project is listed as a key project in the overall situation and regarded as a window project of a bureau in Wuhan in terms of road and bridge projects. The technical and management excellence and authority of the bureau are mobilized to establish the project headquarters of the East Lake High tech Zone, with the deputy director as the chief commander.
  • A highway Bridge works Special scheme for winter construction and rain construction
    Prepare winter construction measures, make preparations before winter construction, and prepare sufficient winter construction materials, living materials and heating appliances one month before winter. Organize construction personnel to learn relevant specifications and systems for winter construction, and carry out technical disclosure. When the daily average temperature at the construction site is lower than 5 ℃ for 5 consecutive days, the concrete construction shall be handled according to the relevant provisions for winter construction. In order to prevent the project from freezing damage due to sudden drop of temperature, pay attention to the weather changes before and after winter construction, and take timely anti freezing measures such as covering and insulation. In winter, the welding of reinforcement shall be carried out in the work shed, and the construction shall be stopped when the temperature is lower than - 20 ℃. Concrete construction shall not be arranged in winter. When construction must be carried out, effective methods such as wrapping and heat storage shall be used to ensure the concrete construction temperature. A special person shall be assigned to monitor the concrete construction temperature with a thermometer at any time to ensure the concrete construction quality.
  • expressway Bridge works Operation Instructions
    For the construction of cast-in-place piles in deeper waters, an operating platform should be set up. The platform should be set up with steel pipe piles, and the beam can be shaped steel or truss. The steel pipe pile shall be sunk by means of hammering and vibration, and its bearing capacity and stability shall be ensured; The beam can be connected to the pile by welding or bolting. The platform shall be about 1m higher than the highest water level during construction; It shall be ensured that it has sufficient strength, rigidity and stability. In the river section with large flow impact force in flood season, measures should be taken to enhance the impact resistance of the platform, such as driving inclined piles, increasing the diameter of piles or strengthening the lateral connection support.
  • Zhanghe 8-span 68m highway Bridge works Rebar diagram
    There are 16 sheets in this drawing, which are 8 spans. Each span is 8.5m long, cast-in-place integral bridge deck. The slab is 0.6m thick, with reinforced concrete cast-in-place column piles. The drawings include: general layout, structural drawing of left abutment, structural drawing of bridge pier, cross section of bridge deck, structural drawing of road bridge connection section, pier column and foundation reinforcement drawing, railing structure, reinforcement drawing, structural drawing of bridge pier, etc.
  • An expressway in Jiangsu Bridge works Supervision outline
    Chapter XIII Supervision Methods and Measures According to the supervision contract, the project supervision work focuses on the three control objectives of project quality, progress and investment. In the whole process of construction, dynamic management is implemented and implemented in the supervision work and activities based on the principle of strict supervision, prevention first, enthusiastic service and active control. 1、 Methods and measures for project quality control (I). Quality control objectives The supervisor shall, according to relevant laws, regulations, specifications and standards, effectively control various factors affecting the project quality to make the project quality and use functions meet the requirements of the owner and the standards agreed in the contract. (2) Quality control measures 1. Preparation stage before project commencement 1). Review the Contractor's project management organization, quality management and quality assurance system; Assist and urge them to improve. 2) Organize supervisors to get familiar with the contract, construction drawing design and other documents, and fully understand the design intent and technical requirements. 3) Review the Contractor's construction organization design and special construction scheme; When necessary, it is suggested that the Owner or the Contractor organize experts to demonstrate important special plans. 4) Assist the Owner in organizing design disclosure and drawing review. 5) Review the commencement preparation work of the construction unit, organize the reexamination of the construction site 6), investigate the construction environment, evaluate the major problems or external factors that may affect the construction and quality, and formulate preventive countermeasures and measures. 7) Review the Contractor's on-site personnel and mobilization plan, and approve the Contractor's mobilization plan of construction machinery and equipment; Whether the quantity and function can meet the construction requirements. 8) Review the site commencement conditions and assist the Owner to issue the commencement order. 2. In the construction stage of the project, the supervisor's control of construction quality can be divided into pre control, in-process control and post control, which are respectively described as follows: 1) Pre control of quality a. Review the qualification of project subcontractors and subcontractors according to the provisions of the bidding documents and contract terms; b、 Review the Contractor's materials, components and parts, purchase and supply contracts according to the construction contract and design documents, and negotiate with the Owner when necessary to obtain the Owner's consent. c、 Review the construction machinery and equipment mobilized by the Contractor, and provide the technical performance inspection report of the construction machinery and equipment that have a significant impact on project quality or safety. Piling machine, prestressed equipment and hoisting (plate beam) equipment must pass the safety inspection and acceptance, and shall not enter the site for use without approval. d、 Inspect the Contractor's quality management and quality assurance system and supervise its effective implementation. e、 Urge the Contractor to establish and implement the objective management system. f、 Review the Contractor's construction setting out. g、 Review the Contractor's standard experiments and check the construction materials entering the site. Any materials not approved by the Supervisor shall not be used in the project, and the unqualified materials must be removed from the site. h、 The Chief Engineer shall organize supervisors to carefully review the construction technical scheme, especially the new process, new materials, new technology and special technical scheme with special requirements. It shall be discussed with the construction unit and repeatedly modified to improve the construction quality. i、 Check the employment with certificates for special types of work of the construction unit, and personnel without certificates shall not carry out operations for special types of work. 2) A. In the process control of quality a. The supervision work should pay attention to giving full play to the contractor's initiative in quality management, giving full play to the role of the quality assurance system, and improving quality awareness. b、 Supervise contractors to establish and improve process quality control system. All factors affecting process quality shall be included in the management status, and control points shall be established for main processes. The Supervisor shall timely check or review the quality statistics, analysis data and quality control charts submitted by the Contractor. c、 The supervisor shall urge the construction company to improve quality awareness, strengthen construction management, consciously implement specifications and operating procedures, and improve the stability of project quality. d、 The supervisor shall strengthen the process quality control. For the process prone to quality defects or ills, the professional supervision engineer shall set up quality control points, find countermeasures and determine measures to effectively prevent and control. Carry out on-site supervision on key parts and processes, strengthen intermediate inspection and technical review, and prevent potential quality hazards. e、 The inspection and acceptance system shall be strictly implemented. The professional supervision engineer shall carefully inspect each process, and accept and sign the concealed works. Without inspection and approval, it is not allowed to enter the construction of the next process. f、 The professional supervision engineer shall frequently patrol and inspect the construction quality, and if any problem is found, he shall timely propose rectification opinions or instructions to the construction director. If the rectification is not effective or persists, the Contractor may be issued with a rectification notice or an instruction to stop work for rectification. g、 The Chief Supervision Engineer shall often go deep into the site for patrol inspection, and make every process of the whole project under constant monitoring by means of patrol inspection of the Chief Engineer, patrol inspection of professional supervision engineers and on-site supervision. Focus on prevention, prevent project quality accidents, and strive to improve project quality. h、 For major quality accidents and technical problems, the supervising engineer can organize special meetings to solve them through consultation. i、 Review technical changes and countersign design changes. Without approval, the construction unit shall not change the design and original construction scheme. j、 Urge the Contractor to strengthen management. If it is found that management confusion or violation of rules and regulations caused by incompetence and dereliction of duty may endanger project quality and construction safety, the Contractor shall be advised or instructed to rectify and replace relevant personnel. 3) After the event quality control a. According to the standards and methods of project quality inspection and evaluation, check and accept the completed subdivisional, divisional and unit works, and evaluate the quality grade. b、 Supervise and check the sorting and filing of construction quality records. c. Organize the pre acceptance of the project and evaluate the project quality. d、 Assist the Owner to organize the completion acceptance e. Review the Contractor's as built drawings and as built documents f. Sort out the project supervision technical documents g. Prepare the project supervision summary report 3. The chief quality control supervision engineer within the project responsibility period often contacts and visits the Owner's representative to understand the use of the project. Professional supervision engineers shall be appointed to investigate and understand the quality defects, assist the Contractor to formulate remedial measures or repair plans, supervise the implementation, and make them meet the specified quality standards to the satisfaction of the Owner.
  • [Jiangsu] Highway Bridge works Supervision bidding documents
    Region: Jiangsu Municipal engineering Category: municipal roads, municipal bridges and culverts Scope of supervision: supervision in the construction preparation stage, supervision in the construction stage Key and difficult points of municipal roads: subgrade supervision Control measures: quality control, safety control Municipal bridge engineering supervision Control points: reinforcement supervision flow chart: 10 below Preparation time: 2010 [Introduction] This data is [Jiangsu] Highway and bridge engineering supervision bidding document, in Word format, 83 pages in total
  • An expressway in Jiangsu Bridge works Supervision outline_
    Project name: xx Road xx Expressway Bridge Project location: Guoxiang Town, xx District, Suzhou City Construction unit: Suzhou xx Export Processing Zone Investment Management Co., Ltd. Agent construction unit: Suzhou xx Urban Construction Investment Co., Ltd. Design unit: Suzhou xx Design and Research Institute Co., Ltd. Contractor: the sixth branch of China Railway xx Bureau Supervision unit: Jiangsu xx Construction Supervision Co., Ltd. Supervision unit : Suzhou XX Project Quality Supervision Station
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