This specification is applicable to the design of new construction and expansion of underground and earth-covered warehouses for storing gunpowder and explosives, as well as their transfer stations and platform warehouses. GB 50154-1992 Safety Specification for Design of Underground and Earth-covered Gunpowder and Explosives Warehouses GB50154-1992 Standard download decompression password: www.bzxz.net

Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
50154—92
Safety code for design of underground and earth cover store of powders and explosives
1992—04—02
1992—10—01
State Bureau of Technical Supervision
Ministry of Construction of the People's Republic of China
Engineering Construction Standard Full-text Information System
Jointly Issued
Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Underground and Earth Cover Store of Powders and Explosives
Safety code for design
50154—92
Editor Department: China Ordnance Industry Corporation of the People's Republic of China Ministry of Construction
Approval Department: Ministry of Construction of the People's Republic of China Effective Date: October 1, 1992
Engineering Construction Standard Full Text Information SystemWww.bzxZ.net
Engineering Construction Standard Full Text Information System
Notice on the Issuance of the National Standard "Safety Code for the Design of Underground and Covered Gunpowder and Explosives Warehouses" Jianbiao (1992) No. 183
According to the requirements of the State Planning Commission's Document No. Jizong (1984) 305, the "Safety Code for the Design of Underground and Covered Gunpowder and Explosives Warehouses" jointly compiled by China Ordnance Industry Corporation and the Ministry of Materials and relevant departments has been reviewed by relevant departments. The "Safety Code for the Design of Underground and Covered Gunpowder and Explosives Warehouses" GB50154-92 is now approved as a mandatory national standard and will be implemented from October 1, 1992.
This standard is jointly managed by China Ordnance Industry Corporation and the Ministry of Materials. The specific interpretation and other work, when it involves material reserve warehouses, is the responsibility of the State Material Reserve Bureau of the Ministry of Materials; when it does not involve material reserve warehouses, it is the responsibility of the Fifth Design and Research Institute of China Ordnance Industry. The publication and distribution is organized by the Standard and Quota Research Institute of the Ministry of Construction. Ministry of Construction
April 2, 1992
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Preparation Instructions
This specification is jointly edited by the Fifth Design and Research Institute of China Ordnance Industry and the State Material Reserve Bureau of the Ministry of Materials in accordance with the requirements of the State Planning Commission's Document No. [1984305].
In the process of compiling this specification, large-scale tests were carefully carried out to obtain the necessary data for compiling this specification: extensive investigations and summaries of the practical experience of the construction and use of underground and covered gunpowder and explosive warehouses in my country: reference was made to relevant foreign standards and materials, and the opinions of relevant units across the country were widely solicited. Finally, China Ordnance Industry Corporation and the Ministry of Materials reviewed and finalized the draft together with relevant departments.
Since this specification is compiled for the first time, in the process of implementation, we hope that all units will combine engineering practice and scientific research, carefully summarize experience, and pay attention to accumulating data. If you find that there is a need for modification and supplementation, please send your opinions and relevant information to the "Safety Specification for Design of Underground and Covered Gunpowder and Explosive Warehouses" Management Group of the Fifth Design and Research Institute of China Ordnance Industry (P.O. Box 55, Beijing, Postal Code 100053), and copy it to the State Bureau of Material Reserves of the Ministry of Materials (P.O. Box 2140, Beijing, Postal Code 100037) for reference in future revisions. The Fifth Design and Research Institute of China Ordnance Industry
Ministry of Material and State Material Reserves Bureau
January 1991
Engineering Construction Standards Full-text Information System
Engineering Construction Standards Full-text Information System
Chapter 1
Chapter 2
Chapter 3
Section 1
Section 2
Section 3
Chapter 4
Section 1
Section 2
Section 3
Section 4
Chapter 5
Section 1
Section 2
Section 3
Section 4
Section 5| |tt||Chapter 6
Section 1
Section 2
Section 3
Section 4
Chapter 7
Chapter 8
Chapter 9
Regulations on the Storage of Gunpowder and Explosives
..........
Overall Layout
Selection of Warehouse Site
Layout Principles
External Safety Permissible Distance
Internal Layout of Warehouse Area
General Provisions
Safety Permissible Distance Between Warehouses
Layout of Auxiliary Buildings
Layout of Guard Buildings
Building Structure
General Provisions||t t||Rock cavern building structure
Loess cavern building structure
Covered soil cavern building structure
Guard building structure
Electrical and communication·
Power supply and outdoor lines
Electrical equipment and indoor lines
Lightning protection and grounding
Transportation and transfer station
Engineering construction standard full text information system
（26）
…（26）
·（35)
（38)
（38)
（44)
（45)
（46)）
（47）
（4 8)
·（49）
Engineering Construction Standard Full Text Information System
Section 1
Section 2
Section 3
Chapter 10
Appendix 2
Appendix 3
Appendix 4
Appendix 5
Appendix 6
Appendix 7
Additional Notes
Railway Transport
Highway Transport
Transfer Station
Terms Explanation
Conversion of TNT Equivalent Values ​​of Various Gunpowders and Explosives Classification of Rock and Soil Structures
Calculation of Surrounding Rock Stability of Rock Caverns
（53)
. (56)
*（57)
（58)
Dynamic calculation of explosion-proof seismic waves for off-wall lining…(60)
Dynamic calculation of explosion-proof air shock waves for earth-covered warehouse structure with mountain behind
Terms used in this specification
Engineering Construction Standard Full-text Information System
（62)
Engineering Construction Standard Full-text Information System
Chapter 1 General
Article 1.0.1 This specification is formulated to design underground and earth-covered gunpowder and explosive warehouses, implement the principle of "safety first, prevention first", prevent accidents, reduce accident losses, and protect the safety of life and property of the state and the people. Article 1.0.2 This specification applies to the design of new construction and expansion projects of underground and earth-covered warehouses for storing gunpowder and explosives and their transfer stations and platform warehouses. This specification is not applicable to the engineering design of natural caverns, ground warehouses and earth-covered warehouses for storing gunpowder and explosives in the production line of gunpowder manufacturing plants. Article 1.0.3 In addition to implementing the provisions of this specification, the design of underground and earth-covered gunpowder and explosive warehouses shall also comply with the requirements of the relevant current national standards and specifications. Engineering Construction Standards Full-text Information System
Engineering Construction Standards Full-text Information System
Chapter 2 Regulations on the Storage of Gunpowder and Explosives
Article 2.0.1 The storage quantity of underground and earth-covered gunpowder and explosive warehouses shall be based on TNT, and other gunpowder and explosives shall be converted according to the TNT equivalent value in Appendix 2. Article 2.0.2 All kinds of gunpowder and explosives should be stored in separate warehouses. However, when conditions are limited, the following gunpowder and explosives can be stored in groups: 1. RDX, Octogen, Tejieer, Taian, high-energy mixed explosives; 2. No. 4 explosives:
3. Colloidal explosives;
4. TNT, TNT, powdered ammonium nitrate, dinitronaphthalene, DNT; 5. Black powder;
6. Single-base gunpowder, double-base gunpowder;
7. Emulsion explosives, water gel explosives.
Article 2.0.3 The storage conditions of underground warehouses should meet the following requirements: 1. The ratio of the cross-sectional area of ​​the charge to the main cavern (K) should be less than or equal to 0.26, K. It should be calculated according to the following formula:
S——the measured cross-sectional area of ​​the charge (m2);
Sa——the measured cross-sectional area of ​​the main cavern (m). 2. The charge length-to-diameter ratio (KL) should be less than or equal to 18. KL should be calculated as follows: K = stack,
where L is charge length (m);
D is charge equivalent diameter (m).
3. The spacing between stacks in the warehouse should not be less than 0.1m, the width of the transport path in the warehouse should not be less than 1.2m, and the width of the inspection path along the wall should not be less than 0.7m. 4. The stacking height of various gunpowders and explosives should not exceed the provisions of Table 2.0.3. Height limits for stacking various gunpowders and explosives
TNT, DNT, RDX,
Octogen, Taian, Tetryl,
No. 4 explosive
Single-base gunpowder, double-base gunpowder
Colloid explosive, high-energy mixed explosive,
Black powder, TNT,
Powdered ammonium-tNT explosive, emulsion explosive,
Water gel explosive
Height limits for stacking (m)
The stack spacing, transportation lane width and stacking height of the piles in the earth-covered warehouse Article 2.0.4
shall comply with the provisions of the third and fourth clauses of Article 2.0.3 of this specification. Article 2.0.5 The maximum humidity in the warehouse should not be higher than 30℃, and the minimum should not be lower than -10℃. The minimum temperature of the warehouse for storing double-base gunpowder should not be lower than -4°C. The relative humidity in the warehouse should be maintained between 50% and 80%. Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter III Overall Layout
Section I Site Selection
Article 3.1.1 When selecting the site for a rock cavern, the following requirements should be met in terms of topography and geology:
1. The mountain where the cavern is located should be high and thick, with a complete mountain shape and no large geological structure; 2. There should be little groundwater, and no harmful gases and radioactive substances in the rock mass. Article 3.1.2 When selecting the site of loess cave storage, the following requirements should be met in terms of topography and geology:
1. The selected valley should be stable, with intact soil and no groundwater; 2. The soil layer entering the cave should be late Pleistocene (Q3) Malan loess and middle Pleistocene (Q2) Lishi loess;
3. The rainwater catchment area upstream of the storage site should be small to avoid sudden flood hazards during the rainy season.
Article 3.1.3 When selecting the site of covered soil storage, the following requirements should be met in terms of topography and geology:
1. The storage site should be in a shallow mountain area or deep hilly area; 2. The storage site should not be selected in a landslide area where prevention and control measures are difficult and a ditch-capacity area where mud and rock flows pass through.
Section 2 Layout Principles
Article 3.2.1 The storage area, transfer station and destruction site for storing gunpowder and explosives are all dangerous areas. During the overall layout, the dangerous area and the non-dangerous area must be strictly separated and should not be mixed.
During the overall layout, the flow of people in the living area of ​​the storage area and nearby residential areas should not pass through the dangerous area: it is not advisable to allow the roads for transporting gunpowder and explosives to pass through the living area.
Section 3 External Safety Permissible Distance
Article 3.3.1 The external safety permissible distance of underground and earth-covered gunpowder and explosive warehouses shall be determined according to the following conditions:
1. For rock caves on gentle slopes, the maximum value of the three safety permissible distances of blasting flying rocks, explosion air shock waves, and explosion seismic waves shall be determined; 2. For rock caves and loess caves on steep slopes, the maximum value of the two safety permissible distances of explosion air shock waves and explosion seismic waves shall be determined; 3. For earth-covered warehouses, the safety permissible distance of explosion air shock waves shall be determined. Article 3.3.2 For rock caverns under gently sloping terrain conditions, when the explosive storage conditions meet the requirements of Article 2.0.3 of this Code, the external safe allowable distance for flying rocks from explosions shall comply with the following provisions:
, 1. When the angle of the protected object on both sides of the cave axis is less than or equal to 50°, it shall not be less than the provisions of Table 3.3.2-1;
2. When the angle of the protected object on both sides of the cave axis is greater than 50° and less than 90°, it shall not be less than the provisions of Table 3.3.2-1 and multiplied by the corresponding reduction coefficient in Table 3.3.2-2;
3. When the position of the protected object deviates from the cave axis by more than 90°, the external safe allowable distance for flying rocks from explosions shall not be considered;
4. According to the geological conditions of the cavern, multiply it by the reduction coefficient in Table 3.3.2-3 accordingly. Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Equivalent diameter of explosive charge (m)
Storage of explosive charge (t)
Allowed distance (m)
Protected objects
Scattered households with less than or equal to 10 households and less than or equal to
50 people, the edge of residential buildings for guard
The edge of scattered households with more than 10 households and less than or equal to
50 households
Villages with more than 50 households and less than or equal to
100 households , the edge of residential buildings of guard battalions and squadrons, villages with more than 100 households and less than or equal to 200 households, the edge of administrative districts and living areas of the reservoir area and the walls of small factories and enterprises, the planned edge of townships and towns, the planned edge of county towns, the walls of large and medium-sized factories and enterprises, engineering design standard full-text information system, gentle slope terrain rock cavern explosion flying stone external safety allowance distance 1.76 Table 3.3.2-12-1;
2. When the angle of the protected object on both sides of the tunnel axis is greater than 50° and less than 90°, it should not be less than the provisions of Table 3.3.2-1 and multiplied by the corresponding reduction coefficient in Table 3.3.2-2;
3. When the position of the protected object deviates from the tunnel axis by more than 90°, the external safe allowable distance of the blasting flying rocks is not considered;
4. According to the geological conditions of the cave, multiply it by the reduction coefficient in Table 3.3.2-3 accordingly. Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Equivalent diameter of explosive charge (m)
Storage of explosive charge (t)
Allowed distance (m)
Protected objects
Scattered households with less than or equal to 10 households and less than or equal to
50 people, the edge of residential buildings for guard
The edge of scattered households with more than 10 households and less than or equal to
50 households
Villages with more than 50 households and less than or equal to
100 households , the edge of residential buildings of guard battalions and squadrons, villages with more than 100 households and less than or equal to 200 households, the edge of administrative districts and living areas of the reservoir area and the walls of small factories and enterprises, the planned edge of townships and towns, the planned edge of county towns, the walls of large and medium-sized factories and enterprises, engineering design standard full-text information system, gentle slope terrain rock cavern explosion flying stone external safety allowance distance 1.76 Table 3.3.2-12-1;
2. When the angle of the protected object on both sides of the tunnel axis is greater than 50° and less than 90°, it should not be less than the provisions of Table 3.3.2-1 and multiplied by the corresponding reduction coefficient in Table 3.3.2-2;
3. When the position of the protected object deviates from the tunnel axis by more than 90°, the external safe allowable distance of the blasting flying rocks is not considered;
4. According to the geological conditions of the cave, multiply it by the reduction coefficient in Table 3.3.2-3 accordingly. Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Equivalent diameter of explosive charge (m)
Storage of explosive charge (t)
Allowed distance (m)
Protected objects
Scattered households with less than or equal to 10 households and less than or equal to
50 people, the edge of residential buildings for guard
The edge of scattered households with more than 10 households and less than or equal to
50 households
Villages with more than 50 households and less than or equal to
100 households , the edge of residential buildings of guard battalions and squadrons, villages with more than 100 households and less than or equal to 200 households, the edge of administrative districts and living areas of the reservoir area and the walls of small factories and enterprises, the planned edge of townships and towns, the planned edge of county towns, the walls of large and medium-sized factories and enterprises, engineering design standard full-text information system, gentle slope terrain rock cavern explosion flying stone external safety allowance distance 1.76 Table 3.3.2-1
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.