Some standard content:
Engineering Construction Standard Full Text Information System
Industry Standard of the People's Republic of China
Design Code for Garage
100—98
Engineering Construction Standard Full Text Information System
.Engineering Construction Standard Full Text Information System
Industry Standard of the People's Republic of China
Design Code for Garage
Design Code for Garage Garage
JGJ100—98
Editor: Beijing Institute of Civil Engineering
Approval Department: Ministry of Construction of the People's Republic of China Effective Date: September 1, 1998
1998 Beijing
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Notice on the Release of Industry Standard
《Architectural Design Code for Garage》Construction Standard [1998] No. 48
According to the requirements of the Ministry of Construction's Document No. [1991] 413, the "Architectural Design Code for Garage" edited by Beijing Institute of Civil Engineering has been reviewed and approved as an industry standard, numbered JGJ100—98, and will be implemented from September 1, 1998. This standard is managed by the China Academy of Building Technology (Architectural Standard Design Institute), the Ministry of Construction's architectural design standard technical unit, and the editor is responsible for specific interpretations. Published by the Standard and Norms Research Institute of the Ministry of Construction. Ministry of Construction of the People's Republic of China
March 18, 1998
Engineering Construction Standards Full-text Information System
Engineering Construction Standards Full-text Information System
Storage Site and General Plan
General Plan
Ramp-type Garage
General Provisions
Ramp-type Garage Design
Mechanical Garage
General Provisions··
Mechanical Garage Design
Construction Equipment·
General Provisions:
6.2 Water Supply and Drainage
6.3 Heating Ventilation…
Appendix
s....c..60....06.60..660....696..660.6....66..0..Terms used in this specification
Additional explanation
Engineering construction standard full text information system
Engineering construction standard full text information system
1.0.1 In order to meet the needs of urban construction and development, and make the garage building design meet the basic requirements of use, safety, and hygiene, this specification is formulated. 1.0.2 This specification is applicable to the design of new, expanded and renovated garage buildings. 1.0.3 The garage building design should be convenient to use, advanced in technology, safe and reliable, economically reasonable, and meet the requirements of modern urban traffic management and urban environmental protection. 1.0.4 The scale of garage buildings should be divided into four categories according to the type and capacity of the car and should meet the requirements of Table 1.0.4.
Classification of garage buildings
Number of parking spaces (vehicles)
301~500
This classification applies to ramp-type garages and lift-type garages for medium and small vehicles, and does not apply to other mechanical garages.
In addition to complying with this specification, the design of garage buildings shall also comply with the provisions of the relevant national standards in 1.0.5
.
Engineering Construction Standards Full-text Information System
.Engineering Construction Standards Full-text Information System
2 Terms
2.0.1 Garage
A building for parking and storing cars
2.0.2 Minimum turning radius of car The radius of the outer side of the front wheel of a car following the circular curve when the car turns. 2..3 Underground garage A garage where the indoor floor surface of the parking room is lower than the outdoor floor surface by more than half the net height of the garage on that floor.
2.0.4 Ramp garage A garage where cars go up and down along the ramp between the parking floors is a ramp garage. The ramp can be straight, curved, or a combination of the two. Open garage
A garage where the open area of each parking floor in the garage exceeds 25% of the total area of the surrounding walls of that floor.
2.0.6 Transition slope When the slope of the ramp is large, a transition line segment is set to prevent the car from rubbing the ground at both ends of the ramp.
Ramp turn superelevation The height difference formed by the transverse slope of the curve set to balance the centrifugal force generated by the car driving on the curve is called the curve superelevation. 2.0.8 Mechanical garage: A garage that uses mechanical equipment to transport or transport and park cars. 2.0.9 Mechanical equipment for parking auto-mobile: General term for equipment used to transport and park cars in mechanical garages 2.b.10 Conveyor: General term for parts that support and transport cars in mechanical parking equipment, including brackets, pallets, trolleys, etc.
2.0.11 Parking space: A parking space in a garage that is divided for parking cars or a place for parking cars in mechanical parking equipment, which consists of the size of the vehicle itself plus the required distance around it. 2.0.12 Two-storey mechanical garage: A mechanical garage with two-storey parking spaces, including two-storey lifting and horizontal movement, two-storey circulation and two-storey pit type.
2.d.13 Vertical circular garage: A mechanical garage with vertical parking spaces and a conveyor for overall vertical circulation.
Engineering Construction Standard Full Text Information System
.Engineering Construction Standard Full Text Information System
3 Garage Site and General Plan
3.1 Garage Site
The selection of garage site shall comply with the requirements of urban master plan, urban road traffic plan, urban environmental protection and fire prevention. 3.1.2 The site of extra-large, large and medium-sized garages shall be close to urban roads. 3.1.3 In areas where urban public facilities are concentrated, the distance between the site of public garage and the main service object should not exceed 500m.
3.1.4 The site of a special car garage should be located within the scope of the land for special units. 3.1.5 The site of an underground car garage should be selected in combination with the facilities of urban civil air defense projects and combined with the development of urban underground space.
Zone. wwW.bzxz.Net
The site of the car garage should avoid geological faults and unfavorable geological conditions such as landslides. 3.2 General Plan
3.2.1 The general plan of extra-large, large and medium-sized car garages should be divided into functional areas, consisting of management areas, garage areas, auxiliary facilities areas, roads, green areas, etc., and should comply with the following regulations: 3.21.1 The management area should have an administrative office, a dispatching room, a guard room and a return yard. 3.21.2 The garage area should have outdoor parking lots and wheel washing facilities. 3.241.3 The auxiliary facilities area should have maintenance, car washing, power distribution, water pumps and other facilities. 3.214 The carriageway and sidewalk in the garage site should be strictly separated, and the fire truck lane must be unobstructed.
3.2.1.5 The greening rate of the depot site should not be less than 30%, and greening facilities such as soundproof green belts should be set up around the noise sources in the depot site.
3. 2.2 The functional zoning of the general layout should be reasonable, the traffic organization should be safe and short, and the environment should comply with the provisions of the current national standard "Urban Appearance Standard" CJ16. Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
3.2.3 The planning and construction of the general layout, fire protection distance, fire lanes, safe evacuation, safety lighting, fire water supply and electricity should comply with the provisions of the current national standard "Design Fire Protection Code for Garages, Repair Garages and Parking Lots" (GB50067). 3.2.4 The site of large and medium-sized garages should have no less than 2 vehicle entrances and exits; the site of super-large garages should have no less than 3 vehicle entrances and exits, and special entrances and exits for pedestrians should be set up. The net distance between each vehicle entrance and exit should be greater than 15m. The width of the entrance and exit should not be less than 7m for two-way traffic and 5m for one-way traffic. 3.2.5. When the entrance and exit for vehicle entry and exit procedures are required, a waiting lane should be set up at the site of the public garage. The width of the waiting lane should not be less than 3m, and the length can be determined according to the number of vehicles that need to stop when handling entry and exit procedures. However, it should not be less than 2 vehicles, and the length of the waiting lane for each vehicle should be calculated as 5m.
3.2.6 When the number of parking spaces for a special garage attached to the land of a special unit is greater than 10, and vehicles must enter and exit through the main entrance and exit of the main building, a waiting lane should be set up there, and the number of waiting vehicles can be calculated as 1/10 of the number of parking spaces. 3.2.7
The entrance and exit of the site of the extra-large, large, and medium-sized garages should be located on the secondary urban roads and should not be directly connected to the main roads.
The vehicle entrance and exit of the garage site should be no less than 7.5m away from the planned red line of the urban road, and there should be no obstacles blocking the line of sight within the 120° range of the viewpoint 2m from the exit edge line to more than 7.5m outside the edge line (Figure 3.2.8). Figure 3.2.8 Vehicle entrance and exit requirements for the garage site to the exit day network
9 The distance between the vehicle entrance and exit of the garage site and the approach of the urban pedestrian overpass, tunnel, bridge or tunnel 3.2.9
Engineering Construction Standard Full Text Information System
bzSoSO,cO玛Engineering Construction Standard Full Text Information System
bzSoSO,cO玛Engineering Construction Standard Full Text Information System
should be greater than 50m, and the distance from the road intersection should be greater than 80m. 3.2.10 The road and square floor around the garage should adopt a rigid structure and have a good drainage system, and the floor slope should not be less than 0.5%. 3.2.11 The exhaust vents of underground garages should be located in the downwind direction, and should not face adjacent buildings and public activity areas. The height of the exhaust vents from the outdoor floor should be greater than 2.5m, and noise reduction treatment should be performed.
3.2.12 According to the nature and use requirements of the garage, corresponding auxiliary facilities should be configured. Maintenance and vehicle washing facilities can be set up in accordance with the relevant provisions of the current national standard "Design Specifications for Urban Public Transport Stations, Yards and Plants" (CJJ15). Water, electricity and other facilities should be configured according to the scale and use requirements of the garage.
3.2.13 High pole lighting should be installed at the garage site, and should comply with the provisions of the current national standard "Urban Public Transport Signs -
General Public Transport Signs" (GB5845.1), marking the signs and markings such as the lanes, vehicle routes, parking lots, and traffic safety facilities within the base. Engineering Construction Standard Full Text Information System
.bzsoso.Com Engineering Construction Standard Full Text Information System
4 Ramp-type car garage
4.1 General provisions
The outer dimensions of the design models of cars in public car garages can be adopted according to the provisions of Table 4.1.1.
External corridor dimensions of design models of cars
Mini car
Small car
Light car
Medium car
Large bus
Articulated bus
Human truck
Articulated truck
External dimensions (m)
3.20(4.00)
Note! Special car garages can be designed according to the outer corridor dimensions of the cars parked. The dimensions in brackets are for medium trucks. 4.1.2 The parking method in the garage should be arranged tightly, with short passages and fast entry and exit to ensure safety and coordination with the column grid, and should meet the requirements of one-time entry and exit of parking spaces. 4.1.3 The parking method in the garage can be parallel, oblique (with an inclination of 30°45°60°) and vertical (Figure 4.1.3), or a combination of these three parking methods. 4.1.4 The minimum clear distance between cars, walls, columns and guardrails in the garage should comply with the provisions of Table 4.1.4.
Engineering Construction Standard Full Text Information System
bzsosO,comEngineering Construction Standard Full Text Information System
(a) Parallel
(b) Oblique
(b) Vertical
Figure 4.1.3 Car parking method
Note: W in the figure.
-Parking strip width
W. —Parking space size W perpendicular to the driveway. ——Wide of driveway
Parking space size parallel to the driveway
Engineering Construction Standard Full Text Information System
L——Car length
S——Clear distance between cars
Qt——Car tilt angle
.
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.