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National Standard of the People's Republic of China
Code for Fire Protection of Garage Design
GBJ67-84
1984 Beijing
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Code for Fire Protection of Garage Design
GBJ67-84
(Trial Implementation)
Editor Department: Ministry of Public Security of the People's Republic of China Approval Department: State Planning Commission of the People's Republic of China Trial Implementation Date: January 1, 1985 Notice on Issuance of the Fire Protection Code for Garage Design Planning and Standardization [1984] No. 899 To all provincial, autonomous region and municipal planning and construction commissions, and all relevant ministries and directly affiliated units of the State Council: According to the notice of the former State Construction Commission (78) Jianfashezi No. 562, the Fire Protection Code for Garage Design compiled by the Ministry of Public Security and relevant departments has been reviewed by relevant departments. The Fire Protection Code for Garage Design GBJ67-84 is now approved as a national standard and will be implemented on a trial basis from January 1, 1985. If there are indeed difficulties in implementing certain provisions during the trial implementation, the local comprehensive infrastructure department in charge should consult with the public security and other relevant departments to resolve the problem. The Ministry of Public Security shall be responsible for the management and interpretation of this code. State Planning Commission
May 15, 1984
Engineering Construction Standards Full-text Information System
Engineering Construction Standards Full-text Information System
Preparation Instructions
According to the task of compiling the "Code for Fire Protection Design of Garages" issued by the former State Construction Commission (78) Jianfashe No. 562, the Shanghai Public Security Bureau, together with the Shanghai Civil Architectural Design Institute, Shanghai Public Utilities Bureau Bus Company, Tianjin Municipal Transportation Bureau, Ministry of Transportation Highway Planning and Design Institute and other units, formed the "Code for Fire Protection Design of Garages" compilation team and completed the compilation of this code.
During the compilation process, we followed the relevant principles and policies of national capital construction and the fire protection work principle of "prevention first, prevention and fire prevention combined", investigated the current status of various types of parking garages, repair garages, and parking lots in some large and medium-sized cities in my country, summarized the fire protection experience of garage design in my country, absorbed relevant scientific research results, referred to foreign garage design fire protection technology, and solicited opinions from relevant design, use, scientific research, colleges and universities, public security and fire protection departments, and finally the draft was approved by the relevant departments. This specification has eight chapters and two appendices, and its main contents are: general principles, fire classification and fire resistance level, general layout and plane layout, fire separation and building structure, safe evacuation, fire water supply and alarm, fire extinguishing equipment, heating and ventilation, electricity, etc. Ministry of Public Security of the People's Republic of China
May 1984
Engineering Construction Standards Full Text Information System
W. Engineering Construction Standards Full Text Information System
Chapter 1 General Provisions
Chapter 2 Fire Classification and Fire Resistance Grade
Chapter 3 General Plane Layout and Plane Arrangement
Section 1 General Provisions
Section 2 Fire Distances
Section 3 Fire Lanes
Chapter 4 Fire Separation and Building Structure.
Section 1 Fire Separation
Section 2 Firewalls and Fire Partitions
Section 3 Elevator Shafts, Pipe Shafts and Other Fireproof Structures Chapter 5 Safety Evacuation
Chapter 6 Fire Water Supply and Alarm and Fire Extinguishing Equipment Section 1 Fire Water Supply·
Section 2 Fire Alarm and Foam Fire Extinguishing Equipment·Chapter 7
Chapter 8
Appendix-
Appendix 2
Heating and Ventilation
Electrical·
Glossary
Explanation of Terms
Explanation of Terms Used in This Code
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter 1 General
Article 1.0.1 In order to safeguard the safety of socialist construction and the lives and property of citizens, and to prevent and reduce the harm of fire to garages, this code is specially formulated. Article 1.0.2 The fire protection design of garages must be based on the overall situation, and ensure safety, convenience of use, advanced technology, and economic rationality. Article 1.0.3 This code applies to newly built, expanded and renovated garages. This code does not apply to garages of fire stations, garages for civil air defense, and garages built by rural communities in rural areas.
Article 1.0.4 In addition to implementing this code, the fire protection design of garages shall also comply with the requirements of the relevant design standards and specifications currently in force in the country. Fire protection classification and fire resistance level
Chapter II
Article 2.0.1 The fire protection classification of parking garages, repair garages, and parking lots is divided into four categories, as shown in Table 2.0.1.
Fire classification quantity and category of parking garage, repair garage and parking lot
Parking garage
Repair garage
Parking garage
>200 vehicles
>15 parking spaces
>300 vehicles
101~200 vehicles
6~15 parking spaces
201~300 vehicles
26~100 vehicles
3~5 parking spaces
101~200 vehicles
≤25 vehicles
<2 parking spaces
≤100 vehicles
When a building has both a parking garage and a repair garage, the fire classification of the garage should be determined according to the higher category
②The fire classification of the rooftop parking lot should be determined according to the category of the parking garage. Article 2.0.2 The fire resistance level of parking garages and repair garages is divided into three levels. The combustion performance and fire resistance limit of building components of each level of fire resistance level shall not be lower than the provisions of Table 2.0.2.
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Combustion Performance, Fire Resistance Limit
Combustion Performance
and Fire Resistance Limit of Building Components of Each Level of Fire Resistance Level (at that time)
Component Namebzxz.net
Load-bearing wall, staircase wall
Fireproof partition wall
Partition wall, frame infill wall
Column supporting multiple layers
Column supporting single layer||t t||Evacuation stairs and ramps
Suspended ceiling (including suspended ceiling joists)
Roof load-bearing components
Non-combustible body 4.00
Non-combustible body 3.00
Non-combustible body 2.00
Non-combustible body 1.00
Non-combustible body 3.00
Non-combustible body 2.50
Non-combustible body 2.00
Non-combustible body 1.50
Non-combustible body 1.50
Non-combustible body 0.25
Non-combustible body 1 .50
Non-combustion body4.00
Non-combustion body2.50
Non-combustion body2.00
Non-combustion body0.50
Non-combustion body2.50
Non-combustion body2.00
Non-combustion body1.50
Non-combustion body1.00
Non-combustion body1.00
Non-combustion body0.25
Non-combustion body0.50
Non-combustion body4.00
Non-combustion body2.50||tt ||Non-combustible body 2.00
Non-combustible body 0.50
Non-combustible body 2.50
Non-combustible body 2.00
Non-combustible body 1.00
Non-combustible body 0.50
Non-combustible body 1.00
Non-combustible body 0.15
Combustible body
①Fireproof protective layer shall be added to the joint gap of prefabricated reinforced concrete components or the exposed parts of metal load-bearing components, and its fire resistance limit shall not be lower than the requirements of the corresponding components in Table 2.0.2. ②
The combustion performance and fire resistance limit of building components can be determined by referring to the relevant appendix of the current "Code for Fire Protection Design of Buildings".
When the roof with the first and second fire resistance grades is used as a parking lot, the combustion performance and fire resistance limit of its roof panel shall not be lower than the requirements of the floor slab in Table 2.0.2.
No. 2.0.Article 3 The fire resistance level of underground parking garages shall be level 1. The fire resistance level of parking garages and repair garages of categories I, II and III, important parking garages and parking garages and repair garages for category A and B goods transport vehicles shall not be lower than level 2. The fire resistance level of parking garages and repair garages of category IV shall not be lower than level 3.
Note: The fire hazard classification of stored goods shall be implemented in accordance with the relevant provisions of the current "Code for Fire Protection Design of Buildings".
Chapter III
General Layout and Plane Layout
Section I General Provisions
When designing the general plan of the garage (area), the fire distance, fire lane and fire water supply shall be reasonably determined. The garage shall not be arranged in the production equipment area and storage area of flammable, combustible liquids and combustible gases.
Article 3.1.2 Class I and IV parking garages and repair garages should be built separately. Class D and E factory buildings and warehouses without open flames can be located next to or attached to their bottom.
Note: The fire hazard classification of production should be implemented in accordance with the relevant provisions of the current "Code for Fire Protection of Building Design".
Article 3.1.3 Parking garages can be located at the bottom of high-rise and multi-story civil buildings or built next to them. However, they should not be directly located in crowded public places, above, below or next to nursing rooms, nurseries, kindergartens, wards, etc. Repair garages should not be located in civil buildings.
Article 3.1.4 When setting up car repair parking spaces in a multi-story parking garage, the number of parking spaces should not exceed 5 and should be arranged on the ground floor.
Article 3.1.5 Parking garages and repair garages for Class A and B cargo transport vehicles should be built independently in a single storey. When the number of parking spaces does not exceed 3, they can be built adjacent to Class V parking garages with a first or second level fire resistance rating, but they should be separated by a firewall. Article 3.1.6 The following auxiliary rooms serving the garage can be built adjacent to the parking garage and repair garage, but they should be separated by a firewall and have a safe exit directly leading to the outdoors: 1. Class A cargo warehouses with a storage capacity of no more than 1 ton; 2. Acetylene generator rooms with an installation capacity of no more than 5 m3/h; 3. Spray paint rooms with one parking space;
4. Charging rooms and other Class A production rooms with an area of no more than 50 square meters. Article 3.1.7 Spray paint rooms, battery rooms, acetylene generator rooms, Class A and B cargo storage rooms, and repair parking spaces should not be set up in underground parking garages. Article 3.1.8 Gasoline tanks and refueling machines should not be set up in parking garages and repair garages. Article 3.1.9 It is strictly prohibited to set up basements and trenches in parking garages for flammable liquids and liquefied petroleum gas tankers.
Article 3.1.10 Class I and Class I parking lots shall be equipped with fire equipment rooms with a fire resistance rating of not less than Class II.
Article 3.1.11 Gas stations, acetylene generator rooms, and gas pressure regulating stations in garages (areas) shall not be arranged under overhead power lines. Section 2 Fire Distances
Article 3.2.1 The fire distances between garages and between garages and other buildings (except Class A warehouses) shall not be less than those in Table 3.2.1. Fire separation distance of garage
Name and fire resistance rating of building
Fire separation distance (m)
Car garage
Name and
Fire resistance rating
Parking garage
Repair garage
, secondary
Parking garage, repair garage, factory building, warehouse, civil building level
The fire separation distance should be calculated according to the nearest distance to the outer wall of the adjacent building. If there are protruding combustible components on the outer wall, it should be calculated from the outer edge of the protruding part. The parking lot should be calculated from the nearest parking edge close to the building
If the outer wall of the parking garage or repair garage adjacent to the higher side of the building is a fire wall, the fire separation distance is not limited. For buildings with a fire resistance grade of
(except for Class A factory buildings), if the adjacent lower outer wall is two
fire-fighting walls, and the fire resistance limit of the roof of this building is not less than 1.00 hours, or the adjacent higher outer wall door and window openings are equipped with fire protection facilities such as automatically closed fire doors, windows or roller shutters and water curtains, the fire separation distance should be reduced by
, but should not be less than 4 meters.
If the adjacent two outer walls are non-combustible and there are no door and window openings and no exposed combustible eaves, the fire separation distance can be reduced by 25% according to Table 3.2.1
The fire separation distance between the parking garage for art and craft transport vehicles and civil buildings should not be less than
25 meters, and the fire separation distance between important public buildings should not be less than 50 meters. The fire separation distance of the parking garage for Class A goods transport vehicles with open fire or sparks should not be less than 30 meters. The fire separation distance of household garages, rooms and warehouses should be increased by 2 meters according to Table 3.2.1. The fire separation distance between parking garages, repair garages and high-rise civil buildings should be implemented in accordance with the fire separation distance specified in the current "Fire Protection Code for Design of High-rise Civil and Class A Buildings" for Class C and Class C warehouses. The fire separation distance between the garage and the gas pressure regulating station should be implemented in accordance with the relevant provisions of the current "Urban Gas Design Code". Article 3.2.2 of the Engineering Construction Standard Full-text Information System of the Engineering Construction Standard Full-text Information System of the Engineering Construction Standard The fire separation distance between the garage and the flammable and combustible liquid storage tank, the water tank type flammable gas storage tank and the liquefied petroleum gas storage tank should not be less than the provisions of Table 3.2.2.
Fire protection distance between garage and flammable, combustible liquid and gas storage tanks Fire protection distance (m)
Total amount (m)
Flammable liquid storage tank
Flammable liquid storage tank
Water tank type combustible gas storage tank
Liquid petroleum tank
Fire resistance level of garage
51~2000
201~1000
1001~5000
251~1000||tt| |1001～5000
5001~25000
50110000
>10000
31~200
201~500
Parking garage, repair garage
Level 1 and 2
Parking lot
Note①The fire protection distance should be calculated from the outer wall of the tank closest to the building, but for tanks with firebreaks, the distance between the outer footing line of the firebreak and the building should not be less than 10 meters. Flammable liquid storage tanks less than 1 cubic meter or flammable liquid storage tanks of 5 cubic meters can be set up next to parking garages and repair garages, but they should be separated by fire walls. When calculating the total storage capacity of a flammable and combustible liquid storage tank area, 1 cubic meter of flammable liquid is converted into 5 cubic meters of combustible liquid.
④ The fire separation distance between the garage and the gas station shall be implemented in accordance with the relevant provisions of the current "Code for Fire Protection Design of Buildings".
Article 3.2.3 The fire separation distance between the garage and the Class A goods warehouse shall not be less than the provisions of Table 3.2.3.
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Fire separation distance between the garage and the Class A goods warehouse Fire separation distance (m)
Fire resistance level of the garage
Items and quantity of dangerous goods (tons)
Class A goods warehouse
1, 2, 3 items
4, 5, 6 items
Parking garage, repair garage
First and second levels
Parking lot
The fire separation distance between the garage and the gas cylinder warehouse of the urban liquefied petroleum gas supply station shall be implemented in accordance with the relevant provisions of the current "Code for Fire Protection Design of Buildings".
Article 3.2.4 The fire separation distance between the garage and the open-air or semi-open-air storage yard of combustible materials shall not be less than the provisions of Table 3.2.4.
Fire separation distance between the garage and the storage yard of combustible materials Fire separation distance (m)
Fire resistance level of the garage
Total quantity (tons)
Straw, wheat straw, reed, etc.
Cotton, general merchandise
Coal and coke
Earth silos
Combustible materials such as wood
10~5000
50001~10000
10001~20000
101~ 500
5011000
100~5000
10~5000
5001~20000
10~5000
500120000
50~1000m3
1001~10000m3
Engineering 6 Construction Standard Full Text Information System
Parking garage, repair garage
, secondary
parking lot
W.Engineering Construction Standard Full Text Information System
Article 3.2.5 The cars in the parking lot should be arranged in groups. The number of cars parked in each group should not exceed 50, and the fire separation distance between groups should not be less than 6 meters. Section 3 Fire Lane
Article 3.3.1 The fire lane should make full use of the traffic road, and its width should not be less than 3.5 meters. The dead-end fire lane should have a turnaround lane or a turnaround area of not less than 12 meters × 12 meters. The turnaround area for large fire trucks should not be less than 15 meters × 15 meters.
Article 3.3.2 The clear height and clear width of the fire lane passing through the building should not be less than 4 meters. When there are obstacles such as pipe racks and trestles above the fire lane, its clear height should not be less than 4 meters.
Chapter 4 Fire Separation and Building Structure
Section 1 Fire Separation
Article 4.1.1 The maximum allowable floor area and fire compartment area of the parking garage should not exceed the provisions of Table 4.1.1.
The maximum allowable floor area and fire compartment area of parking garages Parking garages
I, I, II
Single-story parking garages
Each seat
Ground area
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Area (m)
Maximum allowable
Ground parking garages
Each seat
Ground area
Multi-story parking garages
Each seat
Ground area
Underground parking garages
Each seat
Ground area
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