This standard specifies the configuration and selection of residential elevators. This standard applies to passenger elevators installed in residential buildings. During the architectural design phase, the number of elevators and their main specifications can be determined according to this standard. JG/T 5010-1992 Configuration and selection of residential elevators JG/T5010-1992 Standard download decompression password: www.bzxz.net

Engineering Construction Standard Full-text Information System
Construction Industry Standard of the People's Republic of China JG/T50T0+92
Configuration and selection of residential elevators
Passenger lifts to be installed in residential buildings-Planning Construction Standard
Published on November 6, 1992
Ministry of Construction of the People's Republic of China
Engineering Construction Standard Full-text Information System
Implementation on May 1, 1993
. Engineering Construction Standard Full-text Information System
Construction Industry Standard of the People's Republic of China Configuration and selection of residential elevators
Passenger lifts to be installed in-residential buildings Planning and selection
5010-92
This standard is equivalent to the international standard IS04190/6-1984 (E) "Elevators and service elevators-Part 6: Planning and selection of passenger lifts installed in residential buildings". Subject content and scope of application
This standard specifies the configuration and selection method of residential elevators. This standard applies to passenger elevators installed in residential buildings. In the architectural design stage, the number of elevators and their main specifications can be determined according to this standard.
2 Reference standards
GB7024.1 Elevator terminology
GB7025 Elevator main parameters and types and dimensions of car, hoistway, and machine room GBJ96 Residential building design specifications
J5009 Elevator operating devices, signals and accessories 3 Terms
3.1 Main floor main floor
The floor that passengers can usually enter directly from the street. If an elevator has several different floors that lead to the street, the lowest floor leading to the street is the main floor. 3. The interval time of the elevator at the main floor interval at the main floor is the average time interval between two consecutive departures of a single elevator car from the main floor in one day. 3.5 Handling capacity
The number of passengers that a single elevator or a group of elevators can carry in a given period of time as a percentage of the total population of the residence. 3.4 Theoretical time of travel Theoretical time required for the car to travel the full distance between two terminals (distance divided by rated speed). Approved by the Ministry of Construction of the People's Republic of China on November 6, 1992
Implementation on May 1, 1993
bzSosO, coMa Engineering Construction Standard Full Text Information System
3.5 Up peak
The period of time in a day when the elevator is mainly used to transport passengers from the main floor to the floors above. 4 General Provisions
4.1 Elevator Operation Level
Based on the maximum interval time of each elevator on the main floor, three levels of 60s, 80s and 100s are specified for elevator operation, marked as follows
Level 60;
Level 80;
Level 100;
4.2 Elevator Specifications and Quantity
Generally, they should comply with the provisions of 3.1.6 of GBJ96. For residential buildings with special requirements, elevators are also allowed when the height of the highest resident entrance floor is more than 8m from the main floor. 4.2.2 If only one elevator is installed, the rated load of the elevator shall not be less than 630kg and the rated speed shall not be less than 0.63m/s.
In each elevator group, the rated speed of all elevators shall not be less than 1m/s, and at least one elevator shall have a rated load of 1000kg.
The specifications and quantity of elevators shall comply with the provisions of the charts in Appendix A to F. These charts are made based on the traffic demand during the upward peak period of a day and the indicators specified in Articles 4.2.2, 4.2.3 and Tables 1 to 3. Table 1
Maximum interval time of elevators on the main floor (s)Maximum theoretical time of full stroke (s)
Transportation capacity within 5 min
If the number of service floors above the main floor is more than the value given on the right, at least two elevators should be installed
Distance between two adjacent floors
Rated load
Number of passengers in the car when leaving the main floor (approximately 80% of the rated load)
Time consumed by each passenger (entering and exiting the car) Engineering 2 Construction Standard Full Text Information System
7.5% of the population living above the main floor6
2.8±0.20
bzsoso, com Engineering Construction Standard Full Text Information System
Rated speed
Total time consumed for each stop
4.3 Arrangement of elevators
It is recommended to arrange elevators in a straight line in parallel. Face-to-face or right-angled arrangements are not suitable. Back-to-back arrangements are even more unsuitable.
Control system
The various diagrams in Appendix AF are only applicable to elevators with collective control specified in JG5009. Door type
The various diagrams in Appendix AF are only applicable to elevators with automatic car doors and landing doors. 5 Selection of operation level
The selection of operation level, that is, the selection of the interval time of the elevator on the main floor, has a great influence on the specifications and quantity of the elevator. Therefore, careful analysis and research should be made when selecting. The shorter the interval time of the elevator on the main floor, the better the service quality. According to the requirements of the service quality level, the elevator operation level is generally taken as 60s or 80s! No more than 100s.
Y888C01
Engineering Construction Standard Full-text Information System
bzSosO, coMa Engineering Construction Standard Full-text Information System
Engineering 4 Construction Standard Full-text Information System
Appendix A
Level 60, no stop below the main floor
(Supplement)
Population of each floor above the main floor
300400
Total population living above the main floor
1x630kg
1x630kg
1x400kg+1x1000k91.0m/s
1x400kg+1x1000kg1.6m/g
1x630 kg+1x1000kg2.5m/
2x630kg+1x1000m
. Engineering Construction Standard Full-text Information System
Appendix B
Level 80, no stop below the main floor
(Supplement)
1x630kg
1x400kg+1x1000kg1.0m/s
1x630kg+1x1000kg1.0m/s
1x400kg+1x1000kg1.6m/s
1x630kg+1x1000kg1.6m/s
2x1000kgwwW.bzxz.Net
2x400kg+1x1000kg 1L.6m/s
2x630ko1x1000ko.16m
1x400kg+2x1000kg 1.6n/s
1x630kg+2×1000kg1.6m/s
1x630kg+1x1000kg 2.5n/s
2x1000kg
2x630kg+1x1000kg.2.5m/s
1x630kg+2x1000kg 2.5n/s
3x1000kg
Population of each floor above the main floor
Engineering Construction Standards Full-text Information System
Total population living above the main floor
Engineering Construction Standards Full-text Information System
31x630
(2)1X630kg
2X1000k
(6)2×400 kg
Engineering Construction Standards Full-text Information System
Appendix C
Level 100, no stop below the main floor
(Supplement)
0.63 n/s(10)2×1000k
1.0n/s(11)2x400kg+1x1000kg1.6m/1000k
o0tt07
/s(12)
113J1X400kk+2x
1000KRT-:
1X 630 kg + 2X1000kg1: 6
1× 1000kg 1.0 a/s
3x1000
1x830ka
2x100kg
1000kg1,6m/s(20)3x1000kg
ukg1:b
Total population above the main floor
.Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Appendix D
Level 60, there is a landing below the main floor
(supplement)
Population of each floor above the main floor
1x630kg
Total number of people living above the main floor per day
1x630kg
1x400kg+1x1000kg1.0m/s
1x400kg+1x1000kg 1.6m/s
1x630kg-1x1000kg-2:Sm7s
2x630kg+1x1000kg 2.5m/
1x630kg+2x1000kg2.5m/s
Engineering Construction Standard Full-text Information System
(1)1×630kg
(3) 1X 400 kg
9LX6301
2×1000kl
Engineering 8 Construction Standard Full-text Information System
Appendix E
Level 80, there is a stop below the main floor
(supplement)
1000kg 1.0n/
1XX 1000kg 1.6 n/
(12)2X630 k
(14)1X×63
(17)2X1000
18)2x630k
IX1000kg1.6n/
bzSoSO，cOMa Engineering Construction Standard Full Text Information System
(1)1×630:kg
(2))1x630k
Appendix F
Level 100, there is a stop below the main floor
(supplement)
(3) 1X400 kg +1X 1000kg 1.0 n/s4)1X630kg+1X1000kg10n/s
(5) 2×1000 kg | kg | | tt | n/
(19)1X630
kg + 2X1000kg 2
(20)3)
(9)1×630kg+1×1000kg1.6 Floors: Population per floor14)X
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Additional Notes:
This standard is proposed by the Standard and Quota Research Institute of the Ministry of Construction. This standard is assigned by the Beijing Construction Machinery Comprehensive Research Institute, the technical unit responsible for the standardization of construction machinery, equipment and vehicles of the Ministry of Construction. This standard is drafted by the Construction Mechanization Research Institute of the China Academy of Building Research. The main drafters of this standard are Wang Xiling and Wan Zhongyue. This standard is entrusted to the Construction Mechanization Research Institute of the China Academy of Building Research for interpretation. Engineering 12 Standard Full Text Information System
.
Tip: This standard content only shows part of the intercepted content of the complete standard. If you need the complete standard, please go to the top to download the complete standard document for free.