Planar moving parking equipment product guide 1.1 According to the operation mode is divided into:
Single plane traverse type
Single plane reciprocating type
Multi-level plane reciprocating type
1.2 According to the operation mode is divided into:
Unmanned mode
Quasi-meta-people mode
1.3 According to the parking space of the car-carrying way is divided into:
Crawler plate type
Roller plate type
Comb rack type
Chain plate type
Carrier plate type
No carrier plate direct carrying type 2.1 Features
The car platform and elevator of each level act separately, which improves the speed of vehicle in and out of the garage, and the free utilization of the underground space, and the scale of parking can be up to Thousands of units; When failure occurs in some areas, it does not affect the normal operation of other areas, so it is more convenient to use; It adopts the design method centered on the vehicle driver, which improves comfort; It adopts multiple insurance measures, which provides excellent safety performance; It carries out comprehensive management through a computer and a touch-screen interface, which allows it to comprehensively monitor the operation status of the equipment, and it is easy to operate.
Single-level planar mobile parking equipment can mainly reduce the area of the driveway, increase parking density, improve the utilization rate of the area, but at present there are few practical applications. Multi-level plane mobile parking equipment can be built on the ground, can also be built in the underground, the equipment is safe, reliable, high degree of automation, high access efficiency, high space utilization. Mainly used for large garages, especially for both the requirements of the solution to the parking space and the requirements of the ground can be used for greening, sculpture and other landscaping facilities. This equipment has been widely used.
2.2 Use of environmental conditions
1) Ambient temperature of -5 ℃ ~ +40 ℃.
2)Relative humidity is the monthly average relative humidity of the wettest month should be less than 95%.
3)The altitude does not exceed 2000m the corresponding atmospheric pressure is 86 ~ 110KPa.
4)The use of the environment should be free of explosive, corrosive, destructive of electrical insulation and conductive media, and should be avoided to avoid the interference of strong magnetic fields. According to different types, its main dimensions refer to Figure 1.4-1 ~ 1.4-3.
Figure 1.4-1 single plane traverse type schematic diagram
Figure 1.4-2 single plane reciprocating type schematic diagram
Figure 1.4-3 multi-storey plane reciprocating type schematic diagram 4.1 According to the principle of economic reasonableness and ease of use, a single set of plane moving type of parking equipment storage capacity For 12 ~ 130 vehicles.
4.2 The maximum single-vehicle entry (exit) time is not more than 200s.
4.3 Multi-level plane reciprocating parking garage is generally designed to be closed or semi-closed form. In the planning and design, construction of three-dimensional garage, often involving the number and location of entrances and exits, lane width, building lighting, fire and other common conditions and suppliers to provide equipment size and technical parameters are not the same, must be coordinated in advance.
4.4 on the capacity of the garage, the characteristics of the service object, the parking garage storage, retrieval time, parking garage serviced by the radius of the region, parking peak hour coefficients, the number and location of entrances and exits and other parameters of the determination of the design of the garage is particularly important, especially to determine the time of all the out of the garage into the garage.
4.5 elected to determine the type, should be provided by the supplier of civil engineering requirements, such as the location of the garage embedded parts, the number of embedded parts of the nature of the force, load size, the garage concrete foundation floor flatness, slope, drainage and waterproofing, power lines and signal lines embedded parts size, location, size, power capacitance requirements. For underground garage equipment should provide the total garage pressure load.
4.6 equipment installed in the building or connected to the building, should be submitted to the civil engineering side of the equipment static load, dynamic load information. Freestanding equipment used in typhoon or seismic zones shall be subject to typhoon and seismic calculations in accordance with the building code.
4.7 The parking space shall have measures to prevent oil and water dripping to the vehicles on the lower floor. JB/T 10545-2006 "plane moving class mechanical parking equipment"
JB/T 8713-1998 "mechanical parking equipment category, type and basic parameters"
GB 17907-1999 "Mechanical Parking Equipment General Safety Requirements"
TJ 213 (d) "Mechanical Parking Lot Installation Engineering Construction and Acceptance Specification"
JG 5106-1998 "Mechanical Parking Lot Safety Specification General"
State Quality Supervision, Inspection and Quarantine Pot [2003] No. 174 "Electromechanical Special Equipment Manufacturing Licensing Rules"
State Council Decree No. 373 "Regulations on the Supervision of the Safety of Special Equipment"
JGJ 100-1998 "Automobile Garage Architectural Design Specification"
GB 17907-1999 "Mechanical Parking Equipment General Safety Requirements
GB50067-1997 "garage, garage, parking lot design and fire code" 6.1 Use of environmental conditions
1) The ambient temperature of a 5 ° C ~ +40 ° C.
2) Relative humidity for the wettest month of the monthly average relative humidity should be less than 95%.
3) The altitude does not exceed 2000m corresponding to the atmospheric pressure of 86kPa ~ 11OkPa.
4) The use of the environment should be free of explosive, corrosive, destructive of electrical insulation and conductive media, and should be avoided to avoid the interference of strong magnetic fields.
5) The power supply is 380V, 50Hz three-phase four-wire alternating current excavation, in the peak current, the voltage loss from the grid transformer to the total inlet terminal of the equipment is not greater than -10%, the amount of positive voltage fluctuations is not greater than +5%.
Note: the use of environmental conditions beyond the above range should be agreed with the manufacturer.
6.2 Design and configuration
1) Equipment design should be in line with GB 17907 and the provisions of this standard 5.6.
2) The construction and design of steel structural members and connections shall comply with the provisions of GBff 3811.
3) The design of steel frame shall comply with the provisions of GB 50017.
4) The design of reinforced concrete parking structure shall comply with the relevant provisions of GBJ 10.
5) When the equipment is installed inside the building or connected to the building, the static and dynamic load information of the equipment shall be submitted to the civil contractor.
6) Freestanding equipment used in typhoon or seismic zones shall be subject to typhoon and seismic calculations in accordance with building codes.
7) Parking spaces should have measures to prevent oil and water dripping to lower level vehicles.
6.3 Manufacture
1) Steel frame
The surface descaling treatment of important stress members of steel structure, such as columns, beams, steel frame inclined rods, etc., shall be up to the Sa2兀级 as stipulated in GBff 8923
The surface descaling treatment of the materials of the rest of structural members shall be up to the Sa2 level or the St2 level (manual descaling).
Steel frame should be firmly connected, there shall be no defects affecting strength. High-strength bolts should be connected to meet the specified tightening
moment requirements: columns, beams and other components are allowed to be extended, but the connection strength shall not be lower than the original components, the location of the joints shall not affect the beams, webs and
connecting the layout of the plate.
The welding of steel structure shall meet the following requirements:
a) The welding seam shall not have defects specified in GBff6417.
b) Butt welds of main stress members (such as columns, beams, etc.) shall be nondestructively tested. For radiographic testing, it shall be not less than Grade II as specified in GBff3323
:For ultrasonic testing, the quality of welds shall be not less than Grade I as specified in GB 11345.
2) Mechanisms and parts
①The lower deflection of the midpoint of the longitudinal main beam of the handling cart shall be not more than U400 when it is subjected to the rated load, and L is the length of the beam.
②Lift must be made of non-combustible materials.
③In meta- and quasi-meta-type operation, the top plate and door of the lift may be omitted when there is no hazard to safety. Side
The height of the face guard is not less than 1400mm.
④The lift must be equipped with a normally closed brake, whose rated braking torque should be not less than 1. 5 times the torque generated by the rated load.
⑤ The guide rail of the elevator is allowed to be manufactured in sections, but the joints should be polished and smooth, and the misalignment of the top and side of the guide rail at the joints should be not more than 1mm,
and the gap should not be more than 3mm.
3) Electrical equipment
①It is appropriate to select the motor which is suitable for the short-time repetitive work system.
② motor shell protection: equipment indoors, the motor shell protection level should not be less than GB!T 4942.1 in the IP33; equipment
Preparation for outdoor, the motor shell protection level should not be less than GBff4942.1 in the E bait, and should be taken to prevent the shower ventilation measures.
③ Electrical box (cabinet) shell protection: set up indoors should not be less than GBff4942.2 in the provisions of the IP33; set up outdoors should not be
not less than GBff4942.2 in the provisions of the IP440
④ Instrumentation, push buttons, operating switches should be labeled in the relevant function of the screen, the control cabinet (console).
⑤ The selected wires and cables shall comply with the provisions of 4.5.3 of GB 17907-1999, and each wire and cable end shall be labeled or
numbered.
6 In the machine room or the wall in the pit, there should be electrical sockets for maintenance.
7 emergency stop switch: the elevator should be equipped with an emergency stop switch to ensure that the emergency immediately stops the operation of the elevator.
8 electrical insulation resistance should be consistent with GB 17907-1999 in 4.5.7.6 provisions.
9 lighting circuit should be a single power switch, not affected by the power master switch.
Situation should be no more than 15mm, in the quasi-meta-human case should be no more than 50mm.