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Construction scheme of large equipment foundation As the operation instruction for the equipment foundation construction of the cold rolling mill, this construction plan is prepared with detailed contents, advanced and feasible technology, scientific and reasonable operation procedures, and strives to meet the requirements of promoting the rapid and high-quality completion of the project. -
Construction scheme for compressor room and large equipment foundation of natural gas station 1. There are 338 design piles in total, 322 compressors and 16 flares. The project uses vibrating pipe sinking cast-in-place piles, and the pile body uses C25 concrete, with a pile diameter of 400. 2. There are 6 compressor foundations, 6 air cooler foundations, independent foundation, coupling beam and flare foundation of the plant (including piling and pile breaking head), fire pump room and 400m3 fire pool. 3. Plant -
Construction scheme for compressor room and large equipment foundation of a natural gas station 1. There are 338 design piles in total, 322 compressors and 16 flares. The project uses vibrating pipe sinking cast-in-place piles, and the pile body uses C25 concrete, with a pile diameter of 400. 2. There are 6 compressor foundations, 6 air cooler foundations, independent foundation, coupling beam and flare foundation of the plant (including piling and pile breaking head), fire pump room and 400m3 fire pool. 3. Plant -
Example of equipment foundation construction scheme This material is the construction scheme of equipment foundation, which is detailed and can be downloaded for reference. -
Construction scheme of equipment foundation in Jiangsu The project of Jiangsu ************* Precision Machine Co., Ltd. is to increase and transform the equipment foundation of two punches in the original production workshop without affecting the normal production, which are 300t and 400t respectively; The Designer of the Project: Jiangsu * * * Design and Research Institute Co., Ltd. -
Construction scheme of equipment foundation in a coal mine This project is the civil works of 3 # crushing station and M30 coal conveyor foundation -
Concrete equipment foundation construction scheme This process standard is applicable to general medium and small concrete equipment foundations in industrial and civil buildings. -
Equipment foundation (civil engineering) construction scheme The first phase project (Power Plant A) installed two 800MW supercritical coal-fired units imported from Russia. The project was established in 1990, started in 1993, and two units were put into operation in 2000, filling the blank of China's million kilowatt thermal power units. -
Construction scheme of equipment foundation in a certain area The expansion works in this phase are all close to live equipment, so the construction shall be carried out under the condition of ensuring safety. The foundation of the project's 10kV power distribution room, main transformer foundation framework and capacitor equipment foundation is treated and reinforced with φ 500 cement mixing piles, and the rest of the equipment foundation is replaced with 3:7 sand and gravel 1m thick; 2 * 1200 * 1000 cable trench bottom -
220kV equipment support foundation construction scheme The filling area is within 90m east of the west wall of the 220kV equipment foundation area. Before construction, according to the drawing 373-B2011S-T0304-01 of Shandong Electric Power Engineering Consulting Institute, 0.5m thick 3:7 lime soil cushion is made under the GIS and equipment support foundation. The cushion is 0.5m beyond the foundation edge. The cushion is seated on the foundation after dynamic compaction, with bearing capacity -
Substation equipment foundation construction scheme Construction process of 220GIS equipment foundation: positioning and setting out → technical review → earth excavation → trench inspection treatment → C15 concrete cushion pouring → positioning and setting out → rebar installation → formwork installation → C30 concrete pouring → curing and pressing surface (formwork removal) → backfilling and layered compaction. -
Construction Scheme for Industrial Machinery and Equipment Foundation The construction scheme of industrial machinery equipment foundation includes the stainless steel cold strip annealing and pickling unit (SS-CAPL). The equipment foundation is located in the stainless steel cold strip annealing and pickling bay of the main plant in Zone 3, with a plane size of 400m × 20m, the plane size of the entrance walking beam is 50m × 10m, and the plane size of two uncoiling trolley parts is 20m × 10 × - 7 -
Construction scheme for steel structure of roof equipment foundation . 1 Project overview This project is the "Jinjiang Hotel Watering Tower Foundation Steel Structure Platform Reconstruction Project", located at No. 59, Maoming South Road, with a construction area of about 348 square meters. The project requires the reconstruction of foundation steel structure platform and supporting works of civil decoration. 1.2 Description of project characteristics 1.2.1 Coverage of this steel structure project 1. Steel structure foundation plan -
Construction scheme for equipment foundation of an iron and steel plant The construction scheme of equipment foundation in an iron and steel plant, the site water and electricity are coordinated with the headquarters, and pipes and cables are laid to the construction site -
Construction scheme for reconstruction and reinforcement of equipment foundation in a steel plant 2.1. Project name: * Steel 1450E2R2 equipment foundation large size anchor bolt planting project. 2.2. Project content: chemical planting anchor bolt. 2. 3. Calculation of anchoring depth: * The 1450E2R2 equipment foundation is changed in the steel hot rolling reconstruction project, and it is necessary to plant several straight wires by chemical adhesive anchoring on the existing equipment foundation -
Construction scheme of a foundation and foundation equipment foundation The 10kV distribution room, main transformer foundation framework and capacitor equipment foundation of the project are treated and reinforced with φ 500 cement mixing piles, and the rest of the equipment foundation is replaced with 3:7 sand and gravel 1m thick; 2 * 1200 * 1000 cable trench bottom replacement stone foundation 500 thick; 400 * 400 cable trench, 800 * 800 cable trench bottom replacement -
Construction scheme of equipment foundation (mass concrete foundation) 1. Technical preparation 1.1. Check the red line stake, lead out the control stake, establish the on-site measurement control network, and check to ensure accuracy. 1.2. Organize drawing study and joint review, carry out drawing design disclosure, and conduct construction technology disclosure such as temperature control embedding, formwork, pouring and tamping. -
3/4 # transfer station dedusting system equipment foundation construction scheme There is a pond slag layer about 1.5m on the surface. Under the pond slag layer is muddy clay. The main characteristics of this soil layer are high water content, large pores, poor slope stability, and small permeability coefficient. There is mud upwelling during excavation. Due to serious water seepage, it is necessary to pump water during construction (chimney foundation), and backfill in time after formwork removal. In addition, the construction site is narrow and small, and the east side is far away from the site and the weighbridge -
Construction Scheme for Reconstruction and Reinforcement of Equipment Foundation of a 1450E2R2 Steel Plant 2.1. Project name: * Steel 1450E2R2 equipment foundation large size anchor bolt planting project. 2.2. Project content: chemical planting anchor bolt. 2. 3. Calculation of anchoring depth: * The 1450E2R2 equipment foundation is changed in the steel hot rolling reconstruction project, and it is necessary to plant several straight wires by chemical adhesive anchoring on the existing equipment foundation -
Special construction scheme for large equipment mobilization and demobilization This project is the third phase project of Tianfu Avenue (K17+373-K20+350), entrusted by Chengdu Tianfu New Area Investment Group Co., Ltd., and designed by Chengdu Municipal Engineering Design and Research Institute. The road engineering project of Tianfu Avenue Phase III Project is located in Tianfu New District, Chengdu. The starting point of the road intersects the current Huamu Road (Lushan Avenue), and the end point -
Construction scheme of converter equipment foundation in an iron and steel plant Two converters are designed and constructed. The converter equipment foundation is composed of bottom plate, upper concrete pier and rail foundation. The concrete design strength grade is C25, the base elevation is -3.800m, and the lower part is pile foundation. -
Standard construction scheme of equipment foundation construction technology The immersion vibrator used in this project should be inserted quickly and pulled out slowly. The insertion points should be evenly arranged, moved point by point, and carried out in sequence without omission, so as to achieve dense vibration. The moving distance shall not be greater than 1.5 times of the action radius of the vibrating rod. When vibrating the upper layer, it should be inserted 5cm into the lower layer to eliminate the joint between the two layers. The moving distance of the plate vibrator shall ensure that the plate of the vibrator covers the vibrated -
Construction scheme for equipment foundation of a substation The project mainly includes strip foundation, cable trench, outdoor structure support foundation, equipment foundation, outdoor oil drainage pipeline, inspection well and other underground components that need to be excavated; The site equipment foundation is based on the original site elevation of ± 0.00; The ground of the original # 2 high-voltage chamber is ± 0.00 for the 10kV distribution room; The bottom elevation of strip foundation is -1.9m, and the elevation of foundation beam surface is -1.0. -
Standard construction scheme for equipment foundation construction process The immersion vibrator used in this project should be inserted quickly and pulled out slowly. The insertion points should be evenly arranged, moved point by point, and carried out in sequence without omission. The vibration should be dense, and the moving distance should not be greater than 1.5 times the action radius of the vibrator. When vibrating the upper layer, it should be inserted 5cm into the lower layer to eliminate the joint between the two layers. The moving distance of the plate vibrator should ensure that the plate of the vibrator covers the vibrated edge -
Tower crane foundation and installation construction scheme This scheme is the technical scheme and requirements for the foundation and installation construction of QTZ5013 tower crane. The tower height is 50 meters, the arm length is 50 meters, and the center of the tower crane is 4.0 meters away from the wall. Tower crane can be full at this position -
Construction scheme for water supply equipment installation Water supply equipment installation method statement Water supply equipment installation method statement Water supply equipment installation method statement -
Basement and foundation construction scheme This paper mainly introduces the basement construction and various foundation construction schemes, hoping to provide convenience for everyone -
Baoxin Coal Injection Foundation Construction Scheme Baoxin Coal Injection Foundation Construction Scheme Baoxin Coal Injection Foundation Construction Scheme Baoxin Coal Injection Foundation Construction Scheme Baoxin Coal Injection Foundation Construction Scheme Baoxin Coal Injection Foundation Construction Scheme -
Concrete construction scheme for box foundation The strength grade of box foundation concrete is C30. The supplier must meet the requirements of concrete strength grade and be responsible for providing quality assurance data. -
Construction scheme of construction elevator foundation Construction elevator foundation construction scheme construction elevator foundation construction scheme construction elevator foundation construction scheme construction elevator foundation construction scheme -
Waterproof construction scheme of foundation slab This project is the student apartment (Block A) of the south campus of the east campus of Hebei Medical University. The construction site is located in the east campus of Hebei Medical University, 116 Donggang Road. The construction unit is Hebei Medical University, and the design unit is Hebei Tianyi Architectural Design Co., Ltd. The project is a full cast-in-place shear wall structure, raft foundation, one floor underground, 18 floors above the ground for the main body, ± 0.00 is equivalent to the absolute height -
Villa foundation and foundation construction scheme Villa foundation and foundation construction scheme Villa foundation and foundation construction scheme Villa foundation and foundation construction scheme Villa foundation and foundation construction scheme -
Construction scheme for tower crane foundation and installation Three tower cranes are selected for this project, which are respectively arranged at 0A ～ 0B/9 ～ 10 axis, E ～ (2/C)/01 ～ 1 axis and 14 outer/K ～ (2/H) axis (see Figure 1 Tower Crane Layout Plan for specific locations). Two tower cranes are under the foundation raft, one tower crane is outside the building, and the tower bodies of 1 # and 2 # tower cranes pass through the underground four floors to -
Construction scheme of equipment pipeline insulation The project will implement the project method construction, establish a reasonable, capable and efficient project management department, fully perform the contract, organize, command, manage, coordinate and control the project construction, coordinate the internal and external and personnel relations, and play various business functions -
Construction Scheme for QZT100 Tower Crane Foundation The project is located at the northwest side of the intersection of Yanming Avenue and Haihang Road, with a total construction area of 201300 ㎡. There are six high-rise residential buildings in the project, namely, 1, 2, 3, 5, 6, and 7 # buildings, one floor underground, and 25 floors above the ground except for 7 # building, whose structure is shear wall; Building 8~12 # for the 3-storey commercial building of Building 5, and 2-storey for kindergarten and nursing home, structure -
QTZ80 tower crane foundation construction scheme The project is a 27 storey high-rise residential building with a storey height of 2.9m and a total height of 85m. The main structure is a shear wall structure, with a basement on the first floor. In this case, the tower crane foundation size is 5600 × 5600 × 1350, the foundation buried depth is 1.5m, the foundation elevation is -2.500m, and the foundation concrete grade is C30. Use pile foundation as tower crane and its bearing platform -
Special construction scheme for foundation excavation The project is a single building, with the maximum of 5F, partial of 2F and 4F. The whole building is equipped with 1F basement and frame structure. The load is mainly column load and independent foundation is adopted. The foundation takes uniform rock soil layer as the foundation bearing stratum. The foundation cushion is C15, the foundation is C30, and the foundation beam is C35. Grade I and II reinforcements are used. The thickness of the protective layer is greater than 40mm, and it is -
Construction scheme of tower crane foundation This scheme is prepared according to the actual situation of the construction site and the characteristics of the project structure. In order to transport the materials to the construction site normally, so as to ensure the smooth progress of the project construction, our company plans to invest one tower crane in this project. The model is Guangxi machine, and the maximum radius is R=50m. -
Foundation and basement construction scheme This data is the construction scheme of foundation and basement, which is detailed and can be downloaded for reference. -
Foundation construction scheme of paper workshop Nanning Jindaxing Paper Industry Co., Ltd. Phase I civil engineering construction general contracting project is located in Jingyi Road, Liujing Industrial Park, Liujing Town, Heng County, Nanning, Guangxi. Project name: Nanning Jindaxing Paper Industry Co., Ltd. Phase I Plant Construction General Contracting Construction Unit: Nanning Jindaxing Paper Industry Co., Ltd. Design Unit: China National Light Industry Nanning Design Engineering Co., Ltd. Supervision Unit
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one Equipment foundation construction scheme -
two Basic equipment construction scheme -
three Equipment foundation and construction scheme -
four Specification for construction of large equipment foundation -
five Construction technology of large equipment foundation -
six Construction scheme for installation and removal of large equipment -
seven Construction scheme for large equipment mobilization -
eight Construction scheme for installation of large equipment