Uploaded on: 2018-07-16 22:07:04 come from: Architectural design / Building node details / General node details
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The outer wall of the project adopts 200mm thick ceramsite concrete hollow blocks, the inner wall adopts 200 (100) mm thick ceramsite concrete hollow blocks, and the basement wall adopts 200mm thick ceramsite concrete hollow blocks; The strength grade of ceramsite concrete hollow block is ≥ MU3.5, the density is ≤ 8KN/m3, and the masonry mortar grade is ≥ M5. The total construction area of the project is 60692 ㎡, with 20/11 floors above the ground and 3 floors underground. The floor height of the three to four underground floors is 5.9, 3.9, 5.1, 5.4, 4.2, 4.2 and 4.8 m respectively, and the standard floor above five floors is 3.6 m

 [Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 1

[Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 1

 [Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 2

[Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 2

 [Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 3

[Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 3

 [Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 4

[Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 4

 [Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 5

[Beijing] Comprehensive Office Building Secondary Structure Construction Scheme (Node Details) - Figure 5

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  • General of a sales center in Beijing Office building? Electrical construction scheme
    1. The project is adjacent to Songlin Middle Road (Guihua Road) in the south, Beijing Pharmaceutical Company in the west, and South Second Ring Road in the north. The structural form is frame shear wall structure, with a building area of 8770.95m2, including 5307.25m2 of above ground building area, 3463.7m2 of underground building area. The height of the second underground floor is 3.3m, 3.6m of the first underground floor, and 3.4m of the second to fifth underground floors, The total height is 18 meters, and the height difference between indoor and outdoor is 0.1 meters. 2. Project outline Project name Employer Designer General Contractor Contractor Contract duration 408 calendar days Contract quality objective Qualified 3. Electrical engineering overview 3.1 Power distribution, lighting distribution system 3.1.1 Power supply load level Except all fire-fighting equipment, automatic fire alarm, emergency lighting, evacuation signs, fire pump room system, passenger elevator Except for the secondary load in the living pump room, the rest are tertiary loads. Measures to prevent parallel operation shall be taken between emergency power supply and normal power supply. TN-C-S system is adopted as the grounding type of low-voltage distribution system, and the power incoming line is repeatedly grounded. After repeated grounding, PE and N lines are strictly separated. 3.1.2 All control boxes of this sub project can be ordered and processed only after the manufacturer completes the schematic diagram, wiring diagram, panel layout, equipment and material list, and submits them to the design unit for review and signature according to the design requirements. 3.1.3 High efficiency and energy-saving light source shall be used as lighting source. The light source of general places is mainly flat circular energy-saving lamps. The illuminance standards of various places shall be determined in accordance with the Standard for Lighting Design of Buildings GB50034-2004. Hall -- 300 Lx (12W/m2) stairs -- 50Lx (5W/m2) toilets, washrooms -- 75 Lx (7W/m2) fire control room -- 500 Lx (18W/m2) underground car garage -- 75 Lx (7W/m2) corridors, warehouses, etc. -- 100 Lx (10W/m2) product exhibition hall -- 200 Lx (8W/m2), and energy-efficient fluorescent lamps and compact energy-efficient lamps are used in places with decoration requirements. The color rendering index of the light source Ra ≥ 80, and the color temperature should be between 2500K and 5000K. 3.1.4 Lighting and sockets are powered by different branches, and the lighting is single-phase two-wire system, BV-2x2.5mm2; general sockets are single-phase three wire system, BV-3x4mm2, and all socket circuits are equipped with leakage circuit breaker protection. 3.1.5 The exit indicator light and evacuation indicator light shall be of AC/DC dual-use type, with built-in floating battery, and the continuous power supply time shall be more than 30 minutes. The shell of exit indicator light and evacuation indicator light shall be made of glass and other non combustible materials. 3.1.6 Fluorescent lamp tube shall be energy-saving, with luminous flux of more than 3000Lm. Fluorescent lamp shall adopt electronic ballast, cos Φ ≥ 0.97, and total harmonic distortion ≤ 10%. 3.1.7 When the installation height of lamps is lower than 2.4m, a PE line shall be added, which will not be marked in the plan. 3.1.8 Decorative lamps shall be negotiated with the decoration design and Party A. Functional lamps, such as fluorescent lamps, exit signs and evacuation indicators, shall be put into use only when they meet the design requirements with the inspection report of the national competent department. 3.1.9 Lighting lamps in public places such as underground garages, corridors, staircases, elevator halls, etc. are usually locally set with switch control or uniformly controlled by the building equipment monitoring system. The emergency lighting part is forced to be lit by the fire control room in case of a fire, and the fire control room has priority control. 3.2 Lightning protection and grounding system 3.2.1 The lightning protection level of this sub project is Class III. 3.2.2 Φ 10 galvanized round steel shall be used as lightning strip on the roof, and the grid of roof lightning connection wire shall not be more than 24mx16m. 3.2.3 The downlead shall be made of two main reinforcements with a diameter of more than 16 in the column or shear wall, and the distance between them shall not be more than 25m. The upper end of the downlead shall be welded with the lightning strip, and the lower end shall be welded with two main reinforcements in the upper and lower layers of reinforcement on the axis of the foundation bottom beam and foundation slab. The external wall downlead is led out at 1m below the outdoor surface and welded with the outdoor grounding wire, and two of the upper and lower main reinforcements on the axis of the foundation bottom beam and foundation bottom plate are welded to form the grounding grid. When the measured foundation grounding resistance is less than 1 ohm, the grounding electrode shall be added. The outdoor grounding electrode is more than 1.5m away from the building and 1m below the outdoor surface. The 40x4 galvanized flat steel is connected to form a horizontal grounding device. The vertical grounding electrode is Φ 50 galvanized steel pipe, 2.5m long, and the wall thickness is not less than 3.5mm. One piece is set every 5m, and three pieces form a group. 3.2.4 The lightning strip shall be installed openly, and all metal structures and metal pipes protruding from the roof shall be reliably welded with the lightning strip. Non metallic objects outside the protection range of roof lightning arrester shall be installed with lightning arrester and connected with roof lightning protection device. 3.2.5 The test clip shall be set 0.5m above the outdoor ground from the external wall downlead 3.2.6 All metal components protruding from the roof, such as metal poles, metal ventilation pipes, roof fans, etc., shall be reliably welded with the lightning strip. 3.2.7 All welding points of outdoor grounding shall be painted with asphalt for corrosion prevention 3.2.8 Lightning protection grounding and strong and weak current grounding of this subproject share the same grounding electrode, and the power incoming line is repeatedly grounded. The repeated grounding wire is led out to the lightning protection grounding device with 40x4 galvanized flat steel, and the grounding resistance is required to be no more than 1 ohm. If the actual measurement does not meet the requirements, an artificial grounding electrode is added. 3.2.9 The metal bridge in the strong and weak current shaft can be used as the grounding body, and the grounding conditions shall be reserved for the grounding terminal led out from the structural reinforcement nearby. 3.2.10 The grounding of low-voltage distribution room, elevator machine room, etc. shall be welded with the two main reinforcements led up from the nearby column. The two main reinforcements (set separately from the lightning protection downlead) shall be welded to the foundation grounding grid from the bottom. 3.2.11 Two BV-1x25mm2 PC32 are respectively led down and connected with the foundation grounding grid for the grounding of each weak motor room. 3.2.12 All metal shells of electrical equipment that are normally uncharged but may present voltage when the insulation is damaged shall be reliably grounded. 3.2.13 In order to prevent the high potential generated by lightning current from striking back the nearby metal objects or electrical lines, overvoltage protection devices are set at the main distribution cabinet where the external power supply is introduced, at the distribution box of the roof electrical equipment, at the computer power supply system, at the cable TV lead-in end, and at the telecommunication lead-in end. 3.2.14 Main equipotential bonding is adopted for this subproject, and the main line in the building shall be protected. Equipment incoming line header. Building metal components shall be connected. The total equipotential bonding line adopts BV-1x25mm2 PC32. See the Equipotential Bonding Installation 02D501-2 for specific procedures. 3.3 Equipment installation 3.3.1 All distribution boxes are concealed unless otherwise noted. 3.3.2 Unless otherwise specified, all lighting switches are 250V/10A, and the bottom edge of concealed installation is 1.3m from the ground; The emergency lighting switch shall be equipped with indicator light. All sockets are concealed safety sockets. Except as noted in the electrical legend table, the installation height of other sockets is 0.3m from the bottom to the ground. The switches and sockets in the toilet shall be moisture-proof and splash proof panels. 3.3.3. Cable bridge: closed metal bridge. During construction and installation, attention shall be paid to cooperation with other disciplines. 3.3.4 When the cable tray passes through the smoke compartment, fire compartment and floor, it shall be filled and blocked with fireproof materials after installation. 3.3.5 The exit indicator light shall be installed openly. When it is installed above the door, the bottom edge shall be 0.2m away from the door frame; If the door cannot be installed, it shall be installed on the wall beside the door, and the top shall be 50mm away from the ceiling. Evacuation guidance indicator light shall be installed in a concealed manner, with the bottom edge 0.3m above the ground (chain hoist installation, with the bottom edge 2.5m above the ground). 3.3.6 All distribution boxes (cabinets) in this project are non-standard products except the specified stereotyped boxes (cabinets), and the external dimensions noted are reference dimensions. The manufacturer shall complete the control schematic diagram, wiring diagram, panel layout drawing and equipment and material list according to the design requirements and the national standard atlas. After being approved by the relevant fire protection installation company and automatic control installation company, Order and processing can be made only after the design unit has reviewed and signed. The control box (cabinet) provided by the water and heating professional equipment shall cooperate with the design unit before ordering. 3.3.7 SC20 steel pipe is reserved between VRV indoor unit and its control switch. 3.4 Selection and laying of cables and conductors 3.4.1 ZR-YJV-1KV cross-linked polyethylene copper core flame-retardant power cable shall be selected as low-voltage outgoing cable; NH-YJV-1KV cross-linked polyethylene copper fire-resistant power cable shall be selected as the outgoing line of emergency trunk line. The cable shall be laid exposed on the bridge. If it is not laid on the bridge, it shall be laid through steel pipes. 3.4.2 All branch lines shall be BV-0.45/0.75KV, concealed laying through galvanized steel pipe, except that NH-BV-0.45/0.75KV or ZR-BV-0.45/0.75KV PVC insulated conductors shall be selected as outgoing lines of power dual power mutual input box. 3.4.3 The emergency lighting branch line shall be concealed in the floor or wall through steel pipes. The line from the roof junction box to the ceiling lamp shall be concealed in the floor or ceiling through steel (fire-resistant) corrugated pipes or Pulica pipes. The ordinary lighting branch line shall be concealed in the floor or ceiling through steel pipes. 3.4.4 Unless otherwise specified, the wires shall be laid along the trunking; At the wireless slot, the pipes shall be concealed on the ground, floor or wall, and the pipe diameter shall meet the design and national specifications. 3.4.5 When different types of conductors are laid in the same metal trunking, metal separation shall be made. When two power circuits of the same fire fighting equipment are in the cable trunking, they shall be separated by partitions. 3.4.6 When the open laid power cable of fire protection electrical equipment passes through closed metal trunking or metal pipe, it needs to be treated for fire prevention and coated with fire retardant coating. In case of concealed laying, it shall be laid in pipes and incombustible structures, and the thickness of protective layer shall not be less than 30mm. 3.4.7 In principle, the installation path and height of all cable trays and trunkings are as shown in the construction drawings, but they need to be further confirmed after on-site pipeline integration. The construction site can make appropriate adjustments according to the actual situation. 3.4.8 The distance between the bottom of the cable tray installed in the ceiling and the ceiling keel shall be more than 50mm. In principle, the installation path and height of the cable tray in other places shall be constructed according to the electrical construction drawing. During construction and installation, attention shall be paid to cooperation with other types of work, and proper adjustment can be made according to the comprehensive situation of the pipeline on site to avoid rework. 3.5 Power supply design 3.5.1 The 380/220V low-voltage power supply supplied by the outdoor box transformer substation is introduced to each low-voltage distribution box in this sub project, and the power and lighting loads of this part are borne respectively. 3.5.2 The low-voltage distribution system adopts the combination of radial and trunk type. For important loads, radial power supply is adopted; The combination of trunk type and radial type power supply is adopted for lighting and general load. 4. Weak current system 4.1 Generic cabling system 4.1.1 The project uses generic cabling system. The data information and voice information of horizontal cabling computer use UTP unshielded twisted pair of super five types, the computer information of vertical trunk uses optical fiber, and voice information uses HYV telephone cable. 4.1.2 In view of the fact that most offices in this project are large bays, only network cabinets, vertical trunk systems, horizontal routing trunking and a few points are set up. CP assembly points are reserved in the ceiling of large bays, and 20 pairs of information points are reserved for each CP assembly point. 4.1.3 Multi core optical cable and HYV telephone cable shall be reserved on each layer to network cabinet as a necessary condition for vertical trunk subsystem to ensure external communication of users. Enough telephone horizontal wiring terminals and optical cable distribution frames shall be reserved in the electrical shaft on each floor to provide conditions for user connection as a horizontal subsystem. The system user can set it according to their own needs. 4.1.4 The data information socket shall be installed in a concealed manner, with the bottom edge 0.3m from the ground. 4.1.5 The system is constructed by professional subcontractors. 4.1.6 The integrated wiring optical switch and distribution frame are located in the weak current room on the first floor. 4.2 Security TV monitoring system 4.2.1 The project is equipped with a security TV monitoring system. The front-end equipment is located in the weak current room on the first floor, and cameras are set at the main entrance and exit, the first floor lobby and exhibition hall, and the elevator hall on each floor for security TV monitoring. All lines are laid along cable trenches or through steel pipes. 4.2.2 Each monitoring point is provided with 2XSC20 welded steel pipe concealed along the top plate. 4.2.3 The system is constructed by professional subcontractors. 4.3 Automatic fire alarm system 4.3.1 Fire system composition and fire control room. 4.3.1.1 Fire fighting system composition: automatic fire alarm system; Fire emergency broadcasting system; Direct fire intercom telephone system. 4.3.1.2 Fire control room: the protection object of the automatic fire alarm system of this project is Level II. The automatic fire alarm control panel is set in the fire control room on the first floor to detect, monitor and control the fire protection of the whole building. The alarm control equipment in the control room is composed of automatic fire alarm control panel, fire emergency broadcasting equipment, fire direct intercom telephone, etc. 4.3.1.2.1 Automatic fire alarm system: the project adopts centralized automatic fire alarm control system. Smoke or temperature detectors and manual alarms shall be set according to the specification requirements. 4.3.1.2.2 General lighting and power supply cut-off control system: the lighting of staircases on each floor and the lighting of control rooms are all emergency lighting. In case of fire, the fire control room can automatically or manually cut off the non fire power supply in the fire area through the intermediate relay according to the fire situation. 4.3.1.2.3 Fire emergency broadcasting system: fire emergency broadcasting cabinet (set) is set in the fire control room on the first floor. The fire emergency broadcasting unit adopts constant pressure output (output power: 300W). Horn type 3W fire-resistant speakers are set at appropriate locations such as the roof layer. The corridors and public parts on other floors are equipped with fire-resistant 3W speakers, which are installed on the roof, The diameter of loudspeaker is 200mm. The fire emergency broadcast circuit is divided according to the building floor. One circuit on each floor is also used as the background music broadcast at ordinary times. In case of a fire, the fire broadcast is switched. The person on duty in the fire control room can automatically or manually broadcast the fire emergency according to the fire area, and timely command and guide the evacuation personnel from the fire site. In case of fire on the second floor, the fire floor and its adjacent upper and lower floors shall be connected first; In case of fire on the first floor, this floor, the second floor and the underground floors should be connected first; In case of fire in the basement, all underground floors and the first floor shall be connected first; In other cases, the same is true. 4.3.1.2.4 Firefighting direct talk back telephone system: fire direct talk back telephone switchboard is set in the duty room on the first floor. In addition to the fire direct talk back telephone jacks set at appropriate locations near the evacuation exits of corridors on each floor, fire direct talk back telephone extensions are set in the power distribution room, smoke exhaust room, etc. It is required that the telephone switchboard and each extension in the duty room and the interphone socket can call each other for interphone. The fire telephone extension shall be a red non dial telephone, and the telephone and interphone socket shall be equipped with a special and obvious sign of "fire alarm". Special automatic fire alarm external telephone is set in the duty room. 4.3.1.2.5 The fire hydrant button is located in the fire hydrant. The junction box is at the door opening side of the fire hydrant, 1.8m from the bottom to the ground. After the fire hydrant button acts, the alarm position shall be displayed in the fire duty room. 4.3.1.2.6 Manual alarm button and fire intercom telephone outlet shall be set at proper position of the building. The special telephone, manual alarm button and intercom telephone shall be installed at the bottom 1.3m above the ground. 4.3.1.2.7 Elevator control: the fire control center can display the operation status of the elevator, and send a control signal in case of fire, force all elevators to lower to the first floor and open the door, then cut off the power of the elevator, stop the operation, and the fire control center receives the feedback signal of the elevator at the same time. 4.3.1.2.8 Fire pump control and linkage requirements: the starting mode of fire hydrant pump is: fire hydrant button with action indicator in the box; It is controlled in the fire control center. 4.3.1.2.9 Fire fan control and linkage requirements: The fire center can automatically control the fire fan through the automatic fire alarm control module, and can also manually control it on the linkage console and receive its feedback signal. A 280 ℃ fire damper is set at the outlet of the smoke exhaust fan. When the smoke temperature reaches 280 ℃, the smoke exhaust fan stops. 4.3.2 System grounding: the fire protection system is shared with the building grounding device, and the grounding resistance is not more than 1 ohm. A special grounding plate is set in the fire center. The special grounding main line is led from the special grounding plate of the fire center to the grounding body. The special grounding main line uses copper core insulated conductor with a section of not less than 25mm and a branch line of not less than 4mm. 4.3.3 All fire-fighting equipment shall be equipped with dual power terminal automatic switching device. 4.3.4 The main exits are equipped with emergency exit indicator lights, and the stairwell is equipped with floor indicator lights, all with batteries, with a duration of ≥ 30 minutes. 4.3.5 Other 4.3.5.1 The control mode of the first floor duty room is automatic or manual. 4.3.5.2 The manual alarm button shall be provided with protective measures to prevent misoperation. 4.3.5.3 The function and shape of the automatic fire alarm control equipment shall comply with the current specifications of China. All fire alarm equipment, detectors, etc. shall have the test certificate of the National Fire Detection Center. 4.3.5.4 The selection of signal wires, special control cables, wires, etc. of all equipment connected to the fire protection system must meet the requirements of Beijing Fire Protection Bureau. 4.3.5.5 Fire resistant cables and wires shall be selected for all cables and wires connecting fire fighting system equipment. 4.3.5.6 When the fire control, communication and alarm lines are laid in a concealed way, metal pipes are used to lay in the structural layer of the incombustible body, and the thickness of the protective layer should not be less than 30mm. When exposed laying is adopted, metal pipe or metal trunking shall be used for protection, and fireproof coating shall be painted on the metal pipe or metal trunking. 4.3.5.7 The system is constructed by professional subcontractors. 4.4 Cable TV system 4.4.1 Cable TV signal is introduced from outside SYV-75-12. The trunk line is laid along the weak wire trough in the shaft with SYV-75-9, and the branch line is laid in a concealed way with SYV-75-9-SC20. TV information socket shall be installed in a concealed way, with the bottom edge 0.3m from the ground, except for those specially marked. User level requirements 69 ± 6dB The front end box is located in the weak current room on the first floor. 4.4.2 The system is constructed by professional subcontractors. 4.5 Garage management system 4.5.1 The entrance and exit lane equipment of the garage management system includes the ticket machine, card reader, internal telephone, camera, gear lever, expense display, etc. to identify the vehicles entering and exiting, so as to prevent the vehicles from being stolen. The vehicle entry system can accurately establish the upper contour of the outer surface of the vehicle, and can simulate the shooting of high-resolution vehicle images. It can quickly and automatically detect the vehicle license plate, extract data from the image, and then compare the number and image of the parked license plate with the bill and vehicle feature records. 4.6 Building equipment monitoring system (BAS), Reduce the operation cost of each system, provide a comfortable working environment, and facilitate the realization of property management automation. 4.6.2 The host of building equipment monitoring system is set in the fire duty room on the first floor. 4.6.3 The communication interface shall be reserved between the building equipment monitoring system and the automatic fire alarm and linkage control system, as well as the safety protection system. In case of fire, the building equipment monitoring system shall be able to automatically or manually select relevant areas for fire prevention or security linkage operation according to the requirements of the fire control room or the security control room. 4.6.4 Building equipment monitoring system (BAS) includes: 4.6.4.1 Control of air conditioning system: 4.6.4.1.1 Exhaust fan, supply (inlet) fan: fan start/stop and time program control, status display and fault alarm. 4.6.4.1.2 The installation position and control requirements of HVAC equipment shall be subject to the design drawings of HVAC discipline. 4.6.4.2 Control of water supply and drainage system: 4.6.4.2.1 Water supply system: municipal water supply pressure detection and display; Underground water level display and alarm; High level water tank water level display and alarm; Start/stop control, status display and fault alarm of water pump; Pump rotation and automatic operation of standby pump. 4.6.4.2.2 Rainwater and drainage system: water level display and alarm of rainwater, sewage and wastewater wells; Control the number of drainage pumps according to the water level; Water pump start/stop control, status display and fault alarm; Pump rotation and automatic operation of standby pump. 4.6.4.3 Monitoring and control of power distribution system: low-voltage power distribution system: incoming line, bus coupler switch status display and fault alarm; Incoming line current/voltage display; Feeder current display; Power factor measurement; Active/reactive power metering. 4.6.4.4 Control of lighting system: lighting in public places; Hall, staircase and walkway lighting; Time program (or photosensitive element) control of underground garage lighting. 4.6.4.5 Elevator control: elevator operation status monitoring and fault alarm. 4.6.5 Building equipment monitoring system BAS control boxes (shown as DDC in the plan) are connected by SC20 steel conduit. 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    The comprehensive service building of the management committee is located at the intersection of XXX Road and XX Road, XXX Planning, Tangshan City, Hebei Province. The planned construction land area of the project is about 53000 ㎡, and the total construction area is about 53529.88 ㎡. The building has 10 floors above the ground and 2 floors below the ground, of which the second floor below the ground is partially a Grade VI civil air defense material warehouse, with a structural roof height of 43.2m. The total weight of the steel structure of the project is about 6000t, the profiled steel plate is about 65000 square meters, the high-strength bolts are about 150000 sets, the stud is about 250000 sets, and the fire prevention area is about 50000 square meters. The project adopts the steel frame support structure system, the floor (roof) adopts cast-in-place reinforced concrete floor, and the foundation adopts prestressed concrete pipe pile+bottom plate foundation. The frame column adopts box shaped steel column, and the maximum section is □ 1200 * 800 * 40 * 40; The frame beam of the above ground structure and the floor secondary beam are steel beams, of which the maximum section of the box shaped steel beam is □ 2500 * 700 * 40 * 40, and the maximum section of the H-shaped column is H 900 * 400 * 16 * 30; The maximum cross section of basement structural steel reinforced concrete column is+1200 * 800 * 40 * 40,; The core tube is supported by H-shaped steel, and the maximum H-shaped column section is H 400 * 408 * 21 * 21; All floors except the basement are cast-in-place reinforced concrete slabs with profiled steel plates as formwork.
  • General of a sales center in Beijing Office building? Electrical Method Statement _secret
    The project is adjacent to Songlin Middle Road (Guihua Road) in the south, Beijing Pharmaceutical Company in the west, and South Second Ring Auxiliary Road in the north. The structural form is frame shear wall structure, with a building area of 8770.95m2, of which the ground building area is 5307.25m2, and the underground building area is 3463.7m2. The height of the underground second floor is 3.3m, the height of the underground first floor is 3.6m, the first floor is 3.6m, and the second to fifth floors is 3.4m, The total height is 18 meters, and the height difference between indoor and outdoor is 0.1 meters.
  • 18 floor comprehensive building Office building? Structural construction drawing
    This project is the structural construction drawing of an 18 floor comprehensive office building, including the pile foundation layout plan, basement floor reinforcement drawing, basement roof beam reinforcement drawing, column wall reinforcement drawing, etc. The drawings are complete in content, clear in expression, and precise in drafting. Designers are welcome to download and use them.
  • Three floor frame synthesis Office building? Structural construction drawing

    Content introduction There are 10 drawings in total, including general description of structural design, foundation beam structural plan, column structural plan, slab structural plan, beam structural plan, roof beam structural plan, and roof slab structural plan.   

  • A comprehensive Office building? Construction organization design
    1.3 Guiding ideology for the preparation of construction organization design 1. All advanced scientific and technological achievements at home and abroad should be adopted, effective organizational measures should be taken, and first-class quality and construction period should be created to complete this construction task, so as to lay a more solid foundation for our company to build social reputation again. 2. Through the construction of this project, learn advanced construction management experience, train a high-level management team and construction team, summarize and improve construction experience, get familiar with the construction process of new structures, new processes, new technologies and new materials, and set a model for future construction. 3. Conscientiously implement various national and local guidelines and policies on project construction, and strictly implement the construction procedures. 4. Follow the technical rules of building construction technology and adhere to reasonable construction procedures and construction sequence. 5. The rhythmic, balanced and continuous construction shall be organized by means of flow construction, network planning and linear programming. 6. Scientifically arrange construction projects under special climatic conditions to ensure the balance and continuity of the whole project. 7. Make full use of the construction machinery and equipment invested in the project, expand the scope and extent of mechanized construction, improve the working conditions, and accelerate the project construction. 8. Strengthen the planning in construction, overcome blindness, save materials, reduce costs, and complete the construction task more quickly, better and economically on the premise of ensuring safe production and improving project quality. 9. Reduce temporary facilities, reasonably store materials, reduce material transportation, scientifically arrange the construction plane, and adjust the plane layout according to the construction progress. 10. Prepare special plans for key and difficult construction points to effectively guide construction.
  • A comprehensive high-rise building in Beijing Office building? Steel structure construction scheme
    The steel structure construction scheme of a comprehensive high-rise office building in Beijing contains building functions. The building features of the comprehensive high-rise office building of Beijing * * * * Co., Ltd. The building area of high-grade office building and supporting facilities is 17978 m2 underground, 42020 m2 above the ground, the number of floors underground, 3 floors above the ground, 15 floors, building height B3-B2 B1, 1-14 floors, 15 floors, total height 4.4 m, 5.7 m, 3.9 m, 4.0 m, 60 m, etc. can be downloaded for reference
  • comprehensive Office building? Detailed construction scheme of roof works
    The project draws lessons from the traditional courtyard pattern in Beijing, and the basic plane pattern of the building is the "courtyard style" layout. The rooms on each floor are arranged around the inner courtyard, with good natural ventilation and lighting conditions; There are three main foyers along the building. Vertical traffic is set in the foyers to contact each floor. Ring corridors are set in each floor for convenient traffic.
  • comprehensive Office building? Fine decoration construction scheme
    1.2.1 XX branch project is located in Zhuhai Road, Changchun City, Jilin Province, and the construction site is located in the suburbs. The requirements for safe production and civilized construction of the project are high, and the on-site project headquarters should fully understand the environmental protection issues. Educate the staff to pay attention to the corporate image at all times. It is not allowed to have meals at the construction entrance, shift handover, and the vehicles for picking up and seeing off people should be parked on the site. Try to reduce the impact on surrounding units and pedestrians and ensure the safety of pedestrians; At the same time, actively carry out fire fighting work, strictly prevent fire accidents, carry out construction safety layout according to JGJ59-99 specification requirements, and do a good job in safe construction and on-site civilized construction. In terms of civilized construction, special personnel shall be arranged to manage the environmental sanitation in the construction area, clean up the construction waste in time, try to reduce dust pollution during construction, reduce the harm to human health, and ensure that the project meets the "civilized site standard".
  • A comprehensive enterprise in Guangdong Office building? High formwork construction scheme
    Project overview * * Building project is located at the lower bridge of Dongguan City, adjacent to Guanlong Road in the north, and next to Dongguan Taxation Bureau. The main building of the proposed tax center has 8 floors above ground and 2 floors underground. The foundation is natural raft foundation, and the main structure is reinforced concrete frame structure. The second floor B-D × ② - ⑦ axis is an overhead floor, and the third floor B-D × ② - ⑦ axis is 9m high, more than 8m high; In addition, the third floor beams D-E × ④ and ⑤ (600 × 1000) belong to the special project of tall formwork. The beams in the formwork area of the special project of tall formwork include: 800 × 1500, 300/500/600 × 1000, 350/400 × 800, 250 × 600/800/900. The thickness of structural plate is 120 ㎜.
  • comprehensive Office building? Plastering construction scheme
    1) Before plastering, the dust, stains, oil stains and concrete residues on the surface of the base course shall be removed; 2) According to the legal plastering boundary on the ground, the protruding parts of the wall should be chiseled, and the concave parts should be leveled with the same proportion of mortar in advance; 4) The original reserved holes and split bolt holes shall be filled in advance; 5) All embedded parts on the wall such as wire boxes, fire boxes, door and window frames, window sills, etc. at the same elevation shall be adjusted in strict accordance with the elevation required by the design (the power supply, telephone, television and other socket panels in the same room shall be at the same horizontal elevation, and the height difference shall be less than 3mm), filled and fixed with cement mortar or fine aggregate concrete, and cleaned with water before filling, After filling, the surrounding area shall be cleaned to ensure that the surrounding area is clean.
  • A comprehensive Office building? Curtain wall construction scheme
    Main contents of exterior decoration: dry hanging stone curtain wall, 12MM full glass curtain, coated insulating glass, canopy, etc. 10. East facade 1-11 floors; The exterior facade of the curtain wall decoration on the first and second floors of the south, west and north facades.
  • [Shaanxi] Comprehensive Office building? Project green construction scheme
    The total construction area of the project is 99112 square meters; The number of building floors is one floor underground, the two comprehensive office buildings are eleven floors above the ground, the accommodation building is six floors above the ground, the training building is five floors above the ground, and the activity building is two floors above the ground; During the project construction, green construction shall be implemented on the premise of ensuring the basic requirements of quality and safety. Through scientific management and technological progress, resources shall be saved to the maximum extent and construction activities with negative impact on the environment shall be reduced, so as to achieve "four savings and one environmental protection" (energy conservation, land conservation, water conservation, material conservation and environmental protection).
  • A high-rise comprehensive building in Shandong Office building? Roof construction scheme
    This document is the roof construction scheme document of a high-rise comprehensive office building in Shandong. The document includes: the comprehensive office facilities project of Shandong * * * Bureau is located in the busy area of * * City, at No. * * Road *, facing * * Road in the east, facing * * Bridge Scenic Area in the south, with two floors underground, 26 floors above the ground (local 29 floors), a building height of 99.8 meters, a total building height of 145 meters, and a total building area of 40680 square meters. Quality objective: ensure "Luban Award".
  • A comprehensive project in Hangzhou Office building? Special construction scheme for formwork
    The complex building and office building are two single projects, and the total building surface of the two buildings is 13250M2; The comprehensive building has one floor underground, four floors above the ground and two floors. The total height of the building is 15.3M, and the height of the first floor is 4.5m; The height of floors above the second floor is 3.6m. The office building has one floor underground and five floors above the ground, with a total height of 21.6m; The first floor is 4.2m high; 2、 The height of the third floor is 3 6m; The fourth floor is 3.9m high; The top floor is 4.8m high. Both buildings are provided with post cast strip, which can be operated in sections. The owner requires that the office building be basically completed by the end of July (the rough decoration part is completed). The complex building was basically completed by the end of September (the rough decoration part was completed). In order to ensure the project quality and the contract duration, the Project Department shall adopt two sets of formwork for turnover, and take effective technical measures during construction to save materials and reduce costs.
  • [Tianjin] General Office building? High formwork construction scheme
    The project is located at the southwest corner of the intersection of XX Avenue and XX Avenue in X County, XX City. The structure type is frame shear wall structure. The number of floors is one underground floor and 16 above the ground. The building height is 71.8m and the building area is 19792 ㎡. The main structure of the project has been constructed to the roof of the basement. The high formwork area is 1-8/A-B axis, and the maximum formwork height is 8.6 meters. The planned construction time for the high formwork of the formwork roof is October 12, 2012.
  • [Jiangsu] Comprehensive Office building? Construction scheme for earth excavation
    The proposed XX Entrepreneurial Service Center is located in the southwest of the intersection of XX West Road and XX Road in Kunshan City, and Kunshan Sports Center is located in the north. The main building of the project is 19+1 floors, with a height of 96.8m, and the podium building is 3 floors. A basement is set under the building. ± 0.000 in this project is equivalent to the elevation of 3.00m in the Yellow Sea. In the design, the ground elevation after site leveling is 1.7m. Covering an area of 5600m2, the foundation pit is rectangular. The elevation of the pile top in the basement is -4.50m~-8.10m, the pile top is embedded in the cushion cap 0.10m, the foundation cushion is 0.10m thick, and the actual elevation of the foundation pit excavation is -4.70m~-8.30m. The excavation depth of this foundation pit is 6.4m~10.0m.
  • Comprehensive design of a multi-storey frame Office building? Civilized construction scheme
    The construction area of this project is 11006m2. The project is divided into three areas, A, B and C. The ground construction area is 9880m2, and the underground construction area is 1926m2. There are four floors above the ground and one floor underground. The total height of the building is 18.9m. This project is a multi-storey frame structure system. The seismic resistance of the building is 7 degrees, and the seismic resistance of the frame is Level 3. The structural grain hollow brick is maintained.
  • A telecom comprehensive Office building? Project construction scheme
    This project is a comprehensive office building project of Shanghai Telecom Industry * * Co., Ltd., located at the intersection of * * Gongyuan East Road and * * Road in Shanghai, with a five storey frame structure. The building area is 6113 square meters and the building height is 24 meters. The foundation form of the project adopts the strip foundation of cushion cap ground beam. The design indoor elevation of the project is ± 0.00, which is the absolute elevation of 4.5m, and the indoor and outdoor elevation difference is 0.45m. The design unit of the project: Shanghai Jiangnan Architectural Design Institute, with Shanghai * * Construction Consulting Co., Ltd. as the bidding agency for the construction of the project. At present, the "three supplies and one leveling" of the project has been completed, the 2-inch water inlet pipe and 70KW power supply for the construction of the project have been prepared, and the construction unit is connected to the edge of the red line on the construction site.
  • comprehensive Office building? High formwork construction scheme copy
    The construction and installation project of the Customer Service Center (XX) of XX Group is a large building integrating office, dormitory, activities and training. Designed by Tongji University Architectural Design and Research Institute (Group) Co., Ltd. The total construction area is 99112 square meters; The number of building floors is one floor underground, the two comprehensive office buildings are eleven floors above the ground, the accommodation building is six floors above the ground, the training building and activity building are five floors above the ground, and the big lecture hall is two floors above the ground; The building height of the comprehensive office building is 47.65m, and that of the dormitory, training and activity building is 23.95m. The basement floor is 6.30 meters high, and the ground floor is 4.2 meters high. The seismic fortification intensity is 8 degrees. The main building of the office building adopts frame core tube structure, and the auxiliary building adopts frame shear wall structure. According to the requirements, the formwork support system of horizontal concrete components with a height of more than 8 m, a span of more than 18 m, or a total construction load of more than 15 KN/m2, or a concentrated line load of more than 20 KN/m, shall be constructed according to the relevant provisions of the high support formwork system and shall be subject to expert verification. The general situation of the floors of the tall support formwork system of the project is as follows: 1. East and west office buildings (G1-KL-X10, A1-KL-1 (X1a) A1-KL-Y1 A1-KL-Y2 G1-KL-Y2) Floor height (elevation) within the axis (m) Slab thickness (mm) Beam section size (mm) Column section size Lower bearing layer 1-A/1-1-1-10 1-G/1-1-1-10 1-A/1-18-1-26 -0.100 6.0 180 500 × 2400, 500 × 1000 400 × 900, 300 × 700 foundation slab 1-1/1-C-1-G 1-27/1-B-1-G -0.100 6.0 180 500 × 1500 500 × 1600 foundation slab 2 Floor (elevation) height (m), slab thickness (mm), beam section size (mm), column section size, lower bearing layer 2-11, 12-12/2-A-2-D 2-13~15/2-A-2-D -0.300 6.30 250 500 × 2500 500 × 1600 1000 × 1200 1000 × 1400 foundation slab 2-10~18/2-A-2-D -0.300 15.850 150 1200 × 1100 900 × 1000 600 × 1200 basement roof 3 Floor height (elevation) within the axis of the activity building (m) Slab thickness (mm) Beam section size (mm) Column section size Lower bearing layer 2-20 ~ 24/2-A-2-D -0.200 10.45 120 400 × 800 700 × 1300 800 × 1000 Basement top plate 2-19 ~ 24/2-A-2-D 10.250 13.3 120 700 × 1300 800 × 900 800 × 1000 Four story structural slab
  • [Beijing] General Office building? Cad construction drawings for lightning protection and grounding
    This data is the lightning protection and grounding construction cad drawing of [Beijing] comprehensive office building, which includes the lightning protection and grounding plan of the second floor, the lightning protection and grounding plan of the first floor, etc. The design is detailed and normative, and can be downloaded for reference.
  • A comprehensive project in Beijing Office building? Air conditioning and ventilation construction drawing
    Design stage: construction drawing Design content: central air conditioning, ventilation and smoke exhaust CAD version: CAD2000 Number of drawings: 40 Building area: 56902 ㎡ Number of floors above ground: 11 floors underground: 3 floors Content introduction The project is located in a dangerous reconstruction community in Xicheng District, Beijing, and is a comprehensive office building that has been rebuilt, with a total building area of 56902 m2 There are 11 floors above the ground, 3 floors underground, and 1-3 floors underground are activity center rooms and equipment rooms. The drawings include design and construction instructions, air conditioning and ventilation plans, system diagrams, and detailed drawings of air conditioning machine rooms.
  • Beijing New 21 Floor Comprehensive Building Office building? Weak current construction drawing
    This document is the weak current construction drawing of the new 21 floor comprehensive office building in Beijing. The design includes: generic cabling system diagram, weak current plan, lighting plan, etc. The design is accurate and detailed, which can be downloaded for reference by netizens.
  • Beijing Comprehensive Office building? Waterproof construction technology of basement
    The first layer (bottom layer: 3mm) of foundation slab coiled material shall be laid by strip laying method, and the second layer (4mm) shall be constructed by hot-melt method; The exterior wall shall be constructed by hot-melt method (3mm inside and 4mm outside). Due to the thin 3mm coiled material, attention shall be paid to the heat when using the hot melt method, and excessive melting is not allowed.
  • [Beijing] Office building? Secondary structure construction scheme (light aggregate small hollow block)
    This project is XXXXX Scientific Research Office Building of XXXX Technology Group, located in the west of XX Road, XXX Township, XX District, adjacent to the original units in the current reserved plot in the north, and the second phase residence of XXX Village in the west and south. With a total area of 12500 square meters, it is a comprehensive building with scientific research and office as its main function.
  • [Beijing] A four floor comprehensive building Office building? Special construction scheme for double row scaffold (calculation sheet)
    The first to fourth floors of the project use double row scaffolds. See the Construction Scheme for External Scaffolding of Main Structure (first to fourth floors) of the project for details. Above the fourth floor, there are two independent towers. The hotel building is in the east, and the office building is in the west. The structural construction and secondary structural construction use cantilever protective scaffolding. 27 pages in total, compiled in 2007.
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