Building, structure, water supply and drainage, electrical, fire protection and other projects of "Haoshi Pingdi Industrial Plant A, B, fine plant, dormitory 1, dormitory 2, and general plan" designed by Urban Construction Research Institute.

 Construction organization design of an industrial plant in Shenzhen - Figure 1

Construction organization design of an industrial plant in Shenzhen - Figure 1

 Construction organization design of an industrial plant in Shenzhen - Figure 2

Construction organization design of an industrial plant in Shenzhen - Figure 2

 Construction organization design of an industrial plant in Shenzhen - Figure 3

Construction organization design of an industrial plant in Shenzhen - Figure 3

 Construction organization design of an industrial plant in Shenzhen - Figure 4

Construction organization design of an industrial plant in Shenzhen - Figure 4

 Construction organization design of an industrial plant in Shenzhen - Figure 5

Construction organization design of an industrial plant in Shenzhen - Figure 5

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  • Shenzhen City Construction organization design of a high-rise commercial building
    Shenzhen XX Business Center Project is located in the central district of * *, Shenzhen, and is in the golden business district of the "Guide to Urban Planning and Design". This project is a super high-rise civil building integrating office and commerce. It has 50 floors above the ground and is equipped with a refuge floor and a helipad at the top of the floor according to the specifications. Podium part: the podium on the south side has 3 floors, the podium on the east side has 4 floors, and the basement has 3 floors in total, which is used as garage and equipment room. The underground three floors are used as civil air defense basement in wartime. The project belongs to Class I super high-rise civil building. The fire resistance rating of the building (including the basement) is Class I, the fire resistance rating of the underground garage is Class I, the fire resistance rating of the podium is Class II, and the building durability is Class I. The total building area of Shenzhen XX Business Center is 120000m2, including 20703m2 of the three floor basement. The height of the building is 218m, the height of the refuge floor and the standard floor is 3.9m, and the height of the first to fourth floors of the podium building is 6m, 4.8m, 4.8m, and 5m respectively. There is no structural transfer floor. ± 0.00 is equivalent to an absolute elevation of 7m. This project is designed by Shenzhen XXX Architecture and Engineering Design Institute, invested by XXX Real Estate Development (Shenzhen) Co., Ltd., and supervised by XXX Supervision Company. The exterior wall decoration of this project mainly adopts glass curtain wall, dry hanging granite and composite aluminum plate, and a small amount of paint on the exterior wall.
  • Shenzhen City Construction organization design of high-rise building demolition in a power plant
    This project is a complete set of LNG gasification devices of *************** Co., Ltd., which will be completely removed and transported to * * Power Co., Ltd. for process installation, including the removal, transportation, installation and commissioning of LNG gasification station.
  • Shenzhen City Construction organization design of a high-rise university apartment
    Project overview Project name Location of Phase I of Southwest Student Apartment of Shenzhen University Parcel No. Land unit of Southwest Campus of Shenzhen University Main technical and economic indicators of land for Shenzhen University Total land area (m2) 23923.7 Construction land area (m2) 19097.7 Total building area (m2) 55345 Green land area (m2) 10143.3 Ground building area (m2) 50297 Floor area ratio (%) 2.1 Underground building area (m2) 5048 coverage rate (%) 25.3% Building base area (m2) 6046.4 Green space rate (%) 42.4% Road square land area 7734 Parking spaces (above ground/underground) 50 This construction is Phase I (Building 1) Total building area (m2) 24501.1 Above ground building area (m2) 22199.7 Underground building area (m2) 2301.4 Main characteristics of the building Building nature Dormitory building scale 528 Dormitories Number of floors (underground/underground) 12 floors/1 floor Building height 46.280 m Design service life 50 years Structure type Frame shear wall structure Building category II High rise seismic fortification intensity seven degrees Fire resistance rating Ground level II/basement level I Civil air defense engineering class A, normal six, Building area and total allocated building area of Grade VI second-class personnel shelter (m2) 24501.1 Building area and allocation based on floor area ratio (m2) 22199.7 Among them, the specified building area (m2) 1. Dormitory area 22199.7 22199.7 2. Approved increased building area (m2) Bonus building area (m2) Excluding floor area and allocation based on floor area ratio (m2) 2301.4, of which the area of the civil air defense basement (m2) 1730, the area of the underground equipment room (m2) 571.4, the reduced building area (m2)
  • Shenzhen City Construction organization design of a high-rise residential building
    Total land area: 27806.61 m2 Total building area: 125062.74 m2 (including the building area of the basement: 38896.19 m2) Underground part: two floors of the basement of the project, with a building area of 38896.19, used for garage and equipment room. Above ground part: six towers with 17~32 floors, used for shops and residential buildings; Building 8 # is for municipal use. Building area distribution and overview of each sub item: 1 # building: building area 12259.46 m2, 32 floors in total, total height 99.30 m 2 # building: building area 11959.02 m2, 32 floors in total, total height 99.30 m 3 # building: building area 14273.79 m2, 32 floors in total, total height 99.30 m 5 # building: building area 12002.04 m2, 32 floors in total, total height 99.30 m 6 # building: building area 20104.13 m2, 25 floors in total, Total height 78.30m 7 # building: building area 15318.11 m2, 17 floors in total, total height 51.80m 8 # building: building area 250 m2, 1 floor in total, total height 2.90m
  • Shenzhen City Construction organization design of foundation pit of a building
    The project is located at the intersection of zz road and zz road. The north side of the site is xx road, and the south side is xx residential area, which belongs to a prosperous urban area. The design unit of the proposed xx Business Building is xx Engineering Design Co., Ltd., and the project land area is 8000m2. The main body of the building consists of an 18 storey commercial hotel and a 21 storey office building with a 2-storey basement. The main structure of the building seems to be a reinforced concrete frame structure. The shape of the foundation pit is similar to the letter "L". The excavation depth of the foundation pit is about 8.0~18.0m, the excavation bottom area of the foundation pit is about 7221.2m2, and the perimeter of the foundation pit bottom is about 466.1m.
  • Shenzhen City Construction organization design of reclamation project
    This data is the construction organization design of Shenzhen reclamation project, which is detailed and can be used for reference.
  • Shenzhen City Construction organization design of decoration project in a bid section
    1. Quality management objective: to ensure qualified project standards and strive for high-quality model projects in Shenzhen. 2. Construction period management objective: the total construction period is 100 calendar days. Safety management objective: the rate of major safety accidents is 0, and the rate of minor injury accidents is less than 3.0 ‰.
  • Shenzhen City Sea reclamation construction organization design scheme
    We hereby invite our senior engineer with rich experience in soft foundation treatment to act as a consultant, and another senior engineer with deep research on earth rock compaction to participate in the construction of subbase of this project.
  • Shenzhen City Detailed construction organization design of reclamation project
    The project is located in the south of the three major scenic spots in Shenzhen, starting from Qiaocheng Road in the east, reaching Shahe East Road in the west, Binhai Avenue in the south, and Baishizhou Road in the north, with a total land area of 288.5 hectares. Phase I project has been completed, and our bidding scope is Phase II project area V in the middle of the site, that is, Baishizhou South, section road here, and between No. 6 Road and No. 7 Road.
  • some Shenzhen City Construction organization design of reclamation project
    Bidding Documents for Construction of Shenzhen Bay Reclamation Area Soft Ground Treatment (Phase II) Project of Shenzhen Land Investment and Development Center (including Supplementary Notice No. 001 and 002).
  • Shenzhen City Complete construction organization design of reclamation project
    The project is located in the south of the three major scenic spots in Shenzhen, starting from Qiaocheng Road in the east, reaching Shahe East Road in the west, Binhai Avenue in the south, and Baishizhou Road in the north, with a total land area of 288.5 hectares. Phase I project has been completed, and our bidding scope is Phase II project area V in the middle of the site, that is, Baishizhou South, section road here, and between No. 6 Road and No. 7 Road. The work scope of this section is 8m within the red line of the surrounding roads, with a processing area of 138020.9m2. This site belongs to the bay intertidal zone and marine plain. The original elevation of Haiti is between 0.7 and -2.9, lower than the average elevation of the sea surface. The area is evenly distributed with 5-7m thick sludge. The geological conditions are complex. Its main geological characteristics are: there is no marine alluvial muddy sand layer above the Quaternary marine sludge layer, and there is Quaternary eluvium below the sludge layer. The site is located in the subtropical region, with an average temperature of 22 ℃, a multi-year relative humidity of 79%, and an average rainfall of 1920mm. The rainy season is mainly from April to September.
  • Shenzhen City Construction Organization Design of Zhubo Project
    Zhonghaoyuan New Town is located in the east of Zhonghang Road, Futian District, Shenzhen, and north of Jiahe Huaqiang Building. It covers an area of 8000.7 m2, with a total construction area of 65737.48 m2 (including 56061.98 m2 for residential buildings and 9075.5 m2 for shopping malls), and a basement construction area of 11722.57 m2. The project is divided into two towers, A and B, with a total height of 90.1m and 32 floors.
  • Shenzhen City Special construction scheme for scaffold outside Longgang Industrial Plant
    The project is located in the northwest of Pingdi Street, Longgang District, Shenzhen, east of Jiaoyu North Road and south of Jiaxing Road. The total land area of the project is 19840.83m2, and the total building area is about 60113m2. The proposed building is a factory building and a complex building, including 11 floors for the factory building, 14 floors for the complex building and 1-2 floors for the basement. The maximum building height of the powerhouse is 54.8m, and the comprehensive building is 51.3m.
  • Shenzhen City Construction organization design of a road reconstruction project (implementation)
    The reconstruction project of XX Road (XX Road~XX Expressway) starts from XX Road in the south and ends at XX Road in the north. The total length of the road is 1.677km. The construction standard is urban trunk road, and the calculated driving speed is 40km/h. After reconstruction, the road width is 26-37m. The main lane is a two-way lane, with sidewalks on both sides. The reconstruction works of this project mainly include: 1. 29047 square meters of new main lane will be widened, and modified asphalt concrete SMA pavement will be used, with a total structural thickness of 66.7 cm; 13184 square meters of old road overlay, using modified asphalt concrete SMA-13 overlay; The paved sidewalk covers an area of 12415 square meters. 2. Demolition and new construction of one XX River medium bridge, with a deck area of 1630.2 square meters; A new drainage box culvert with a section size of 2.5 × 2.0m and a length of 258m will be built. 3. Construction of supporting traffic, water, electricity, gas and other projects along the line as well as water and soil conservation projects. 4. Construction of sewage main pipe works of XX Road - XX Plant Section and XX Road - XX Expressway Section.
  • Shenzhen City Construction organization design of a connection section project (implementation)

    Project Overview 2.1 Basic Information The * * * Connecting Section Project in Longgang Central District, Shenzhen is a fast trunk road connecting the Second Channel and the Fourth Road to Longgang Central City. The road starts from the toll station at the end of the Second Channel and ends at the intersection of No.31 Road in Longgang Central City. The total length of the road is 1498.7 meters. 2.2 Scope and content of the project

  • Shenzhen City Construction organization design of a road reconstruction project (implementation)
    The construction organization design of a road reconstruction project (implementation) in Shenzhen has detailed contents for reference.
  • Shenzhen City Construction organization design of an expressway

    The total length of the bridge in the bid section is 1640m (including the length of the ramp bridge and the width of the Longda Expressway), the total area is 21472.7m2, there are 2 passages (one passage is also used for drainage and irrigation), and 4 culverts. The filling of this bid section is 700268m3, and the excavation is 241161m3. The specific commencement date of this bid section has not been determined by the owner

  • Shenzhen City Construction organization design of an outdoor pipe network project
    1. Project name: Shenzhen xxx Outdoor Pipe Network and Road Project. 2. The project site is located in the west of the artificial lake in the original living area. 3. Construction schedule requirements: the estimated commencement date: October 25, 2007 Completion date: January 20, 2008 The total construction period is 88 calendar days. 4. Main works: outdoor water supply and drainage pipe network, outdoor low-voltage distribution lines, cable trenches, outdoor roads, sidewalks, outdoor lighting and its lines, distribution box installation, etc. within the scope of the construction drawing of the new management living area.
  • Shenzhen City Construction organization design of a section of a reservoir sewage interception project
    Content introduction 1.1. Construction survey and construction monitoring 1.1.1. During construction survey, strictly follow the provisions of Code for Engineering Survey (GB50026-93) to ensure the survey accuracy. Leveling is adopted for elevation measurement of section tunnel. It is transmitted from the elevation control points outside the tunnel. A pair of elevation control points are set every 200~300m inside the tunnel. The traverse baseline control points are used as elevation control points for round trip observation. The observation tolerance and accuracy meet the specified level of accuracy. 1、 Ground control survey (1) Horizontal control survey shall resurvey the GPS control points provided and conduct joint survey with adjacent sections. The total station is used for the ground precision traverse network control survey. The mean square error of angle measurement is ≤± 2.5 ″, the mean square error of the weakest point is ≤± 15mm, the mean square error of the relative point of adjacent points is ≤± 8mm, and the total length closure error of the traverse is ≤ 1/40000. (2) The elevation control survey shall resurvey the Class II benchmark provided and conduct joint survey with the adjacent benchmark. Use precision level and ruler to densify the leveling network between Class II benchmarks, lay closed loop lines with the closure error ≤± 8 mm (L is the length of the loop line, calculated in kilometers), and the accuracy index of the operation method shall comply with the requirements of Class II benchmark survey. (3) For elevation transmission, densified leveling network is used for approach leveling, which is measured according to Class II leveling methods and instruments, with a tolerance of ≤± 8 mm, and Class II leveling operation is also used for open excavation section and tunnel section connected with open excavation section. The calibrated steel ruler is used to transfer the elevation through the construction shaft by hanging. Two levels above and below the shaft are used to observe the readings at the same time. The steel ruler is staggered for 3cm~5cm each time, and the height difference error is controlled within ± 5mm, and the average value is taken for use. Underground elevation transmission and coordinate transmission are carried out simultaneously. 2、 Control survey in the tunnel (1) The control survey of traverse in the tunnel lays out the basic traverse of traverse in the tunnel. The side length of the straight section is ≥ 120m, and the side length of the curve section is 50-60m. Points are set at both the left and right line construction channels and connecting channels. The conductor point shall be buried with concrete markstone, which shall be made into a 120mm × 120mm × 10mm steel plate block with a diameter of 2mm and a copper wire with a depth of 6mm, and then surrounded with concrete into a square markstone. Secure steel sheet piles and copper core signs shall be embedded at the starting end of the underground conductor, and nuts shall be set on the pile corners as elevation points, one pile for two purposes. The traverse survey in the tunnel shall be carried out according to the requirements of grade I traverse accuracy, the mean square error of angle measurement shall be ≤± 5 seconds, and the closure error of the full length of the traverse shall be ≤ 1/14000. Excavate to about 50m before the tunnel penetration, and retest the underground conductors according to the requirements of Class I conductor accuracy to ensure the penetration accuracy. (2) Vertical control survey in the tunnel The leveling point and traverse point in the tunnel are set together, and Class II leveling methods and instruments are used for survey. The discrepancy and closure tolerance are ≤± 8 mm, and the excavation is about 50 m before the tunnel penetration. The underground traverse is retested according to Class II leveling accuracy requirements to ensure the penetration accuracy. 3、 Construction survey The daily construction survey in the tunnel is in the charge of the operation team. The construction traverse is set by using the traverse control points in the tunnel. The side length of the construction traverse is 30-50m. The elevation points used for construction in the tunnel shall be densified according to the elevation control points set in the tunnel and closed to the elevation control points. The central line and elevation shall be transferred to the excavation face in time, and the excavation contour line shall be drawn. After excavation, the section record shall be made. Before the initial support and secondary lining, the central line elevation stake points shall be handed over. After the lining trolley is in place or the formwork is erected, the retest shall be carried out, and the pump shall be started for grouting after the accuracy is confirmed. 4、 Tunnel breakthrough error measurement Plane breakthrough measurement: at the tunnel breakthrough surface, coordinate method is used to measure the coordinate difference of the breakthrough point from both ends (one end is the adjacent bid section), and it is reduced to the reserved section and centerline to obtain the horizontal breakthrough error and longitudinal breakthrough error. Elevation penetration survey: use a level to measure the elevation of the penetration point from both ends of the penetration surface (one end is the adjacent section), and the error is the vertical penetration error.
  • Shenzhen City Construction organization design of a bid section of a water supply and storage project
    Content introduction 1.1 Project overview 1.1.1 Project overview xx water supply regulation and storage project is located in the upper reaches of Maozhou River in Shenzhen, across xx and Guangming sub district offices. The project consists of four parts: xx reservoir expansion project, overseas water source connection project (i.e., the connection project from the Ejing Reservoir to xx Reservoir), water supply transmission and distribution project (i.e., the interconnection project with Shiyan Reservoir) and rainwater and flood utilization project. Among them, xx Reservoir Expansion Project is a large-scale water supply regulation and storage project based on the expansion of xx's original three small reservoirs, namely Hengjiang Reservoir, Shitouhu Reservoir and Guangming Jingkou Reservoir. The reservoir dam site is located 350 m downstream of the current Hengjiang Reservoir, with a controlled rainwater collection area of 11.77 km2. Its scale is based on Shenzhen's water source reserve demand, terrain conditions, water source conditions, economy After comprehensive consideration of soil reserve and other aspects, the normal water level is finally determined as 59.7m, and the corresponding normal storage capacity is 142 million m3. The main buildings are composed of six dams, spillway and drainage tunnel. The total length of the dam is 4.39km, the maximum dam height is 54m, and the water surface area of the reservoir area is 6.0km2. The connecting tunnel from Ejing Reservoir to xx Reservoir is basically arranged along the ridge between the two reservoirs, with a total length of 4.64km; The total length of the water supply project from xx reservoir to Shiyan reservoir is 6.4 km, most of which are tunnels. The water conveyance scale of the connecting tunnel and the water conveyance tunnel is 1.365 million m3/d and 0.885 million m3/d respectively, and the corresponding tunnel diameters are 3.6m and 3.4m respectively. Rainwater and flood utilization project: the existing Baihua water lifting project will be reconstructed to increase the capacity of its regulation and storage tank and increase its water yield. 1.1.2 The main buildings of bid section x within the scope of this bid section include No. 4 dam, water release tunnel and its inlet and outlet buildings, the secondary buildings are No. 1 highway and No. 5 highway, the temporary works include 14 temporary roads, diversion channels and construction cofferdams, in addition, the dam crest and road lamp electrical works and water and soil conservation works. The dam crest is 63.5m high and 8m wide. The dam type is an earth rock dam with clay core. The total length of the dam crest is 1121m, the maximum dam height is 50.7m, and the maximum bottom width is about 280m. The core wall of the dam is made of completely weathered soil, the upstream and downstream dam shells are made of strongly weathered soil and stone, and the core wall and dam shell are made of sand filter and transition. The upstream slope ratio of the dam is 1:3, and the downstream dam slope is provided with a 2.0m wide berm at an elevation of 45m. The slope ratio above the berm is 1:2.5, and that below the berm is 1:2.75. The upstream slope protection adopts cast-in-place C20 concrete with a thickness of 250mm. The water release tunnel is arranged at the foot of Damashan Mountain between No. 4 and No. 5 dams, with a length of 423m. The water release tunnel is also used for venting, water supply and diversion. It is comprehensively considered that the tunnel is a round pressure tunnel, with an inner diameter of 3m.
  • Shenzhen City Construction organization design scheme of reclamation project
    The project is located in the south of the three major scenic spots in Shenzhen, starting from Qiaocheng Road in the east, reaching Shahe East Road in the west, Binhai Avenue in the south, and Baishizhou Road in the north, with a total land area of 288.5 hectares. Phase I project has been completed, and our bidding scope is Phase II project area V in the middle of the site, that is, Baishizhou South, section road here, and between No. 6 Road and No. 7 Road. The work scope of this section is 8m within the red line of the surrounding roads, with a processing area of 138020.9m2.
  • Shenzhen City Decoration construction organization design scheme of a bid section
    Special discussion meeting system: in case of major problems, the Owner, the Designer, the Supervisor, the General Contractor and relevant subcontractors shall discuss and solve them together. This special discussion meeting shall be held irregularly according to the actual situation.
  • Shenzhen City Detailed construction organization design of a decoration project
    The business group consists of the material group and the labor and material measurement group. The material team consists of a buyer, a material review clerk and a warehouse keeper, who are respectively responsible for the material purchase, review, receiving and dispatching of the project. The quantity measurement group has two quantity surveyors. The construction team has two chief construction foremen and one electromechanical foreman, who are respectively responsible for the fine decoration construction management of 2 # and 3 # scientific research buildings and the electromechanical installation within the fine decoration scope of the two buildings.
  • Shenzhen City Construction organization design of a building project
    The project is located at the intersection of Bao'an South Road and Jiabin Road in * * District, Shenzhen, and the east side is the Jiabin Garden Residence. The total land area is 5529.1m2, and the total building area is 60202.9 m2, including 13794 square meters underground, 48655 square meters above the ground, 3 floors underground, 29 floors above the ground, and the building height is 99 meters. The roof is a steel structure arc roof. The project adopts manual hole digging pile, and the main building pile uses slightly weathered rock as the pile end bearing stratum.
  • Shenzhen City Decoration construction organization design of an aviation office building
    The project has strict requirements for the maintenance of cement concrete, so it is not advisable to remove the formwork prematurely. The strength of waterproof concrete must exceed 70% of the design strength grade when removing the formwork. The difference between the concrete surface temperature and the ambient temperature should not exceed 15 ℃ to prevent cracks on the concrete surface. When removing the formwork, attention should be paid not to damage the formwork and waterproof concrete structure.
  • Shenzhen City Organization design and construction scheme of reclamation project
    Clean medium coarse sand is selected for the project, and the mud content is controlled to be 3%. Before construction, clear signs are used to mark the filling elevation in layers, so as to control the thickness of the sand layer. Sand cushion is paved according to the design requirements, transported by dump trucks, equipped with light bulldozers, graders and manual leveling, and ensure that the thickness of the first layer is 40cm, and the second layer is 60cm, To ensure the shape of geotextile and blind ditch is standardized.
  • Shenzhen City Construction organization design of foundation pit of a building
    The project is located at the intersection of zz road and zz road. The north side of the site is xx road, and the south side is xx residential area, which belongs to a prosperous urban area. The design unit of the proposed xx Business Building is xx Engineering Design Co., Ltd., and the project land area is 8000m2. The main body of the building consists of an 18 storey commercial hotel and a 21 storey office building with a 2-storey basement. The main structure of the building seems to be a reinforced concrete frame structure. The shape of the foundation pit is similar to the letter "L". The excavation depth of the foundation pit is about 8.0~18.0m, the excavation bottom area of the foundation pit is about 7221.2m2, and the perimeter of the foundation pit bottom is about 466.1m.
  • Guangdong Shenzhen City Construction organization design of reclamation project
    The project is located in the south of the three major scenic spots in Shenzhen, starting from Qiaocheng Road in the east, reaching Shahe East Road in the west, Binhai Avenue in the south, and Baishizhou Road in the north, with a total land area of 288.5 hectares. Phase I project has been completed, and our bidding scope is Phase II project area V in the middle of the site, that is, Baishizhou South, section road here, and between No. 6 Road and No. 7 Road. The work scope of this section is 8m within the red line of the surrounding roads, with a processing area of 138020.9m2.
  • Shenzhen City Construction organization design for environmental protection of a high-speed project
    **The starting point of the expressway project to * * is located in the east of the end point of Qilin Road and connects with Nanping Expressway (Phase II project); The terminal point is Luotian Industrial Zone in Songgang Town, which is connected to Songgang Interchange of Longda Expressway in the north, with a total length of 31.14km. The starting and ending mileage of this section is K10+450 ~ K13+000, with a total length of 2.55 km, passing through Tiegang Reservoir, Tangtou Village, and crossing Jihe Expressway at K12+422.61. There are 10 bridges in the structures along the line, including three major bridges: Hebei Bridge, with a total length of 356m; Tangtou Bridge, 106m long; Tangtou Interchange main line bridge, with an average length of 364.5m on the left and right (363m on the left and 366m on the right); Subgrade earthwork, filling 571442m3, excavation 560117m3; 21 channels and culverts and subgrade protection works. The front section of the line is located in the Class I water source protection zone, and the end section crosses the Jihe Expressway. Among them, 1.23km is in the first-class resource protection zone, accounting for 50% of the road section.
  • Shenzhen City Some construction drawings of environmental landscape design of a factory

    This set of drawings is the landscape design drawings of a factory in Shenzhen. The design form is simple and modern, and there are many sports venues. The drawings include: environmental description, drawing catalogue, construction drawing of football field, construction drawing of basketball court, construction drawing of tennis court, landscape pool, drop pool, car shed, leisure pavilion, smoking pavilion, tree pool, detailed drawing of pavement practice, etc.

  • Shenzhen City Construction organization design for municipal engineering implementation of a road in a large industrial zone
    The tail section of XX West Road is located in the southwest of Shenzhen Industrial Park, which is the connecting line between XX West Road and XX Road. The project was constructed by the Shenzhen Industrial Park Management Committee and designed by XX Construction Engineering Design Co., Ltd. The scope of the project: the design starting point K0+000 (X-36049.986, Y-145023.055) is 42.388m high and connects with the intersection of XX Road (designed by XX Municipal Engineering Design and Research Institute), and the end point is K0+436.183 (X-36380.558, Y-145307.620) of the existing XX West Road, with an elevation of 46.691m, a gradient of 0.987%, and a total length of 436.183m.
  • Shenzhen City Construction organization of a botanical garden reconstruction project
    1. Project location: a botanical garden in Shenzhen; 2. Contracting method: labor and materials contracting; 3. Project scale and characteristics: 4. Construction period requirements: 122 (calendar days) 5. Source of funds: 100% of financial funds; 6. Construction unit: a botanical garden in Shenzhen; 7. Designer: a design and decoration engineering company/a design institute in Shenzhen; 8. Supervision unit: a supervision company; 9. Project overview: The project is divided into two parts. The first part is the comprehensive reconstruction project of the West Ring Road. The road is 1703 meters long, 1.5 meters wide, and the rest platform covers an area of 380 square meters; The second part is the science and technology building Mulan Garden hiking trail project.
  • Shenzhen City Mechanical and electrical construction organization of the judicial complex
    The project consists of three floors underground and ten floors above the ground. The total land area is 9487.8m2, the total building area is 40715.2 m2, of which the underground building area is 16340.2 m2, the aboveground building area is 24375.0 m2, the court occupies 13164.4 m2, the procuratorate occupies 11210.53 m2, and the aboveground is a comprehensive office area. The first to third floors of the underground are mechanical parking lots, lower garages, equipment rooms, and detention rooms, Among them, the three underground floors are also used as civil air defense basement bunkers combining peacetime and wartime, and 644 vehicles are parked in the underground garage. The project belongs to a class I high-rise civil building with a fire resistance rating of Grade I. The building of the project ± 0.00 is equivalent to an absolute elevation of 11.300.
  • Shenzhen City Organization design scheme of deep foundation pit
    A total of 29 dewatering wells are designed for this project, with a hole diameter of 800 and a well depth of 12M. Self made slurry wall protection shall be used for hole forming. In soft soil layers ① - 2 and ② - 2, the slurry proportion shall be increased to 1.3 to prevent diameter shrinkage.
  • Shenzhen City Decoration organization design scheme of a bid section
    The physical quantities of the project are large. In terms of construction arrangement, the project is divided into two areas (one area for the first to fifth floors and one area for the sixth to seventh floors). Two construction teams are arranged in the two areas to organize parallel construction. Each area organizes flow construction by floor section, and each floor organizes flow construction between processes according to the construction process of divisional and subdivisional works.
  • Shenzhen City Organization design scheme of tower crane foundation
    According to the project site conditions and design drawings, in order to meet the needs of plane and vertical transportation and construction, our company has designed and put 5 tower cranes into use in the project (rail area). According to the geological and geomorphic conditions of the construction site, the foundation of 1 # tower crane is natural, and the crane model is QTZ80 (6010).
  • Shenzhen City Organization design of decoration works of a bid section
    The company implements financial management on the project management department, arranges start-up and working capital, allocates project human resources, makes final decisions on the selection of bulk material procurement and labor subcontracting, and monitors the contract implementation; At the same time, the company also provides logistics support in procurement database, design, technology and other aspects to the project management department to facilitate the smooth operation of the project department.
  • Shenzhen City Organization design scheme of reclamation project
    The project is located in the south of the three major scenic spots in Shenzhen, starting from Qiaocheng Road in the east, Shahe East Road in the west, Binhai Avenue in the south, and Baishizhou Road in the north, with a total land area of 288.5 hectares. Phase I project has been completed, and our bidding scope is Phase II project area V in the middle of the site, that is, Baishizhou South, section road here, and between No. 6 Road and No. 7 Road
  • Shenzhen City 】Building plan of a factory in Bao'an District
    This drawing is the building plan of a factory in Bao'an District, Shenzhen, including a general layout plan, which is only for reference.
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