This standard specifies the basic requirements for the design of high-bay warehouses with rail-mounted aisles (hereinafter referred to as high-bay warehouses). This standard applies to warehouses consisting of steel structure shelves and rail-mounted aisle stacking cranes (hereinafter referred to as stackers), which are mainly used to store unit goods. JB/T 9018-1999 Design specification for high-bay warehouses with rail-mounted aisles JB/T9018-1999 Standard download decompression password: www.bzxz.net

ICS53.080
Machinery Industry Standard of the People's Republic of China
JB/T9018-1999
High-bay warehouses with rail aisle
Design specification
High-bay warehouses Design rules 1999-06-28 Issued
National Machinery Industry Bureau
2000-01-01 Implementation
JB/T9018-1999
This standard is a revision of ZBJ8301589 "Design specification for high-bay warehouses with rail aisle". During the revision, the original standard was edited, and the main technical content remained unchanged. This standard replaces ZBJ83015-89 from the date of implementation. This standard is proposed and managed by the Beijing Hoisting and Conveying Machinery Research Institute. The drafting units of this standard are: Beijing Hoisting and Transportation Machinery Research Institute, the First, Fourth and Seventh Design Institutes of the Ministry of Machinery Industry, the Factory Design Institute of the Second Automobile Manufacturing Plant, and Suzhou Hoisting Machinery Factory. The main drafters of this standard are: Ma Xiaoqi and Zhang Jingxiang. 1
1 Scope
Standards of the Machinery Industry of the People's Republic of China
High-bay warehouses with rail-type aisle
Design specifications
High-baywarehousesDesignrulesJB/T9018—1999
Replaces ZBJ8301589
This standard specifies the basic requirements for the design of high-bay warehouses with rail-type aisle (hereinafter referred to as high-bay warehouses). This standard is applicable to warehouses composed of steel structure shelves and rail-type aisle stacking cranes (hereinafter referred to as stackers), mainly for storing unit goods.
Cited standards
The provisions contained in the following standards constitute the provisions of this standard through reference in this standard. When this standard is published, the versions shown are all valid. All standards are subject to revision. Parties using this standard should explore the possibility of using the latest version of the following standards. GB/T700-1988
GB/T783—1987
GB/T3811—1983
GB6067—1985
GB J91987
GB J171988
GBJ18—1987
JB/T29601999
3 Terms
Carbon structural steel
Lifting machinery maximum lifting weight series
Crane design specifications
Lifting machinery safety regulations
Building structure load specifications
Steel structure design specifications
Cold-bent thin-walled steel structure technical specifications
Aisle stacking crane types and basic parameters3.1 Track-mounted aisle high-rise shelf warehouse
A warehouse composed of steel structure high-rise shelves as the main body, equipped with stackers and auxiliary equipment. 3.2 Shelves
A general term for steel structures used to store goods and support stackers. 3.3 Integral shelves
A structure that bears cargo loads and supports roof and side wall loads as a warehouse building structure (see Figure 1). 3.4 Separate rack
A separate structure that only bears the load of goods and is separated from the warehouse building (see Figure 2). 3.5 Cargo grid
A unit space for storing goods in the rack.
3.6 Cargo position
A location in the cargo grid for storing a unit of goods. Approved by the State Bureau of Machinery Industry on June 28, 1999, and implemented on January 1, 2000
3.7 Tracked aisle stacking crane
JB/T9018—1999
A crane that runs along the track in the aisle, deposits and withdraws goods from the cargo grid, and completes the operation of entering and leaving the warehouse. 3.8B direction
In the warehouse plane, the direction perpendicular to the stacker's running direction (see Figures 1 and 2)9Dog agent surface map
Tianshan Lianjie
3.9L direction
(Half Haiyang)
(The upper point is left from the agent surface)
JB/T9018—1999
In the warehouse plane, the direction parallel to the stacker's running direction (see Figures 1 and 2). 3.10Row
The unit of the number of cargo positions in the B direction (see Figures 1 and 2). 3.11Column
The unit of the number of cargo positions in the L direction (see Figures 1 and 2). 3.12Layer
The unit of the number of cargo positions in the height direction of the shelf (see Figures 1 and 2). (B direction shaved)
People out of the warehouse
3.13 Operation cycle
(Flat view)
(L direction cross-section)
JB/T9018—1999
The whole process of the stacker returning to the original position after completing a storage and retrieval of goods from the original position. The whole process of the stacker completing a single storage (or retrieval) of goods from the original position is a single operation cycle. The whole process of the stacker completing the storage and retrieval of goods from the original position is a compound operation cycle.
3.14 Operation cycle time
The time required for a stacker operation cycle (in a warehouse with a lane conversion device, it should also include the stacker's lane change time). 3.15 Original position
The position of the stacker before entering and exiting the warehouse. 4 Unit cargo
4.1 The weight of the unit cargo (including the weight of the pallet) is not allowed to exceed the rated lifting capacity of the stacker. 4.2 The length and width dimensions of the unit cargo are recommended to be: 800mm×1000mm:
800mm×1200mm;
1000mm×1200mm.
4.3 The deviation of the overall dimensions of the unit cargo shall not exceed 5mm. 5 Shelves
5.1 Structural calculation
When the shelf structure adopts ordinary steel materials, it shall comply with the provisions of GBJ17; when thin-walled steel is used, it shall comply with the provisions of GBJ18.
5.2 Materials
The main load-bearing structural parts in the shelf structure should generally adopt Q235-A or Q235-A·F in GB/T7001988. Its steel should ensure the tensile strength, elongation, yield point and the limit content of sulfur and phosphorus. The carbon limit content should be guaranteed for welded structural parts. Components that need to be cold-formed should also have a qualified guarantee for cold-bending tests. When the working environment temperature is equal to or lower than -20℃, the load-bearing shelf structural parts must use calm steel, and the impact toughness of the steel at the corresponding use temperature should not be less than 0.30N·m/mm2.5.3 Shelf load
The load and loading rate of the separated shelf are as specified in Table 1. Table 1
Type of load
Normal working load
Special load
The load of the integral shelf should be adopted in accordance with the provisions of GBJ9. 5.4 Dimension Code
5.4.1 Integral Shelves
For the dimension codes and representation of integral shelves, see Table 2 and Figure 1. 4
Loading Rate %
Separate Shelves
JB/T9018-1999
For the dimension codes and representation of separate shelves, see Table 3 and Figure 2. Table 3
6 Stackers
Rated Lifting Weight
The rated lifting weight of the stacker shall comply with the provisions of Table 4. Table 4
Building selection
Unitized type
Building selection-unit mixed type
Note: When the weight of the unit cargo is greater than 2t: it should comply with the speed specified in GB/T783
The rated speed of each mechanism of the stacker should comply with the provisions of Table 5, Table 5
Horizontal running speed
Full length in the warehouse
Full length of the shelf
Empty length at the entry and exit end
Empty length at the non-entry and exit end
Full width at the entry and exit end
Full width at the non-entry and exit end
Full height in the warehouse
Full length of the shelf
Full width of the shelf
Full height of the shelf
Rated lifting capacityt
0.1, 0.25
0.1, 0.25, 0.5, 1, 1 .6，2
Speed ​​value m/min
25，31.5，40，50，63，80,100，125，1605
Lifting speed V
Fork extension speed
6.3 Parameter selection for structural calculation
6.3.1 Design operating cycle number
JB/T9018—1999
6.3,8,10,12.5,16,20,25,31.5
5，6.3,8,10，12.5，16，20
The design operating cycle number is the basis for calculating the fatigue strength of the structure and the life of the mechanical part, and should be calculated according to the following requirements 6.3.1.1 When the use conditions are clear, calculate the operating cycle number according to the use conditions. 6.3.1.2 In the case of unclear use conditions, 5×105 is used as the design operating cycle number of the stacker, and then the maximum operating cycle number of each mechanism is calculated.
6.3.2 Additional load factor
The additional load factor when calculating stress shall comply with the provisions of GB/T3811. 6.3.3 Average operating acceleration (deceleration) speed
According to the nature, state and operation mode of the stored goods, the average operating acceleration (deceleration) speed shall comply with the provisions of Table 6. Table 6
State of goods
Goods are easy to scatter and drivers often ride and operate. Goods are not easy to scatter (box pallets, etc.)
6.4 Type
The type of stacker shall comply with the provisions of JB/T2960. 6.5 Electrical equipment
6.5.1 Power supply
Average operating acceleration (deceleration) speed m/s2
6.5.1.1 When the stacker is powered by soft cables, copper core multi-strand wires should be used. The wires are generally made of rubber insulated cables and wires. Plastic insulated wires can only be used in the driver's cab or inside the electrical control box, as well as small current circuits and control circuits. 6.5.1.2 When the stacker is powered by busbars, the collector and busbars should adopt safety protection measures such as insulating sheaths or shells. 6.5.2 Operating devices of main mechanisms
6.5.2.1 The height of the operating panel composed of buttons and operating switches from the driver's footrest should comply with the provisions of Table 7. Table 7
Driver posture
Standing
Operation panel height mm
600~900
1100-1300
1300~1600
Operation panel horizontal or tilted setting
Operation panel vertical setting (calculated from the center of the panel)6.5.2.2 The layout and operation direction of the operation panel are shown in Figures 3 and 4, and the operation direction must be indicated on the operation panel. 6.5.2.3 The operation panel must be equipped with a button for emergency cut-off of the control main power supply in an emergency. The button should be red mushroom-shaped and should be installed on the right side in front of the driver.
JB/T9018—1999
Lifting sub
Cargo payment
Through hitting
Figure 3 Layout and operation direction of handle type operating table (single action) Lifting
Cargo change
(back) [left
Sending
Figure 4 Layout and operation direction of crank rotary operating table Note: The direction in brackets is the situation when the driver's facing direction is perpendicular to the running direction. 7 Warehouse construction
7.1 Before the shelf is installed, the allowable deviation of the ground flatness shall comply with the provisions of Table 8. Table 8
Length and width m
≤150
7.2 Under the maximum load, the settlement deformation of the shelf foundation floor shall be less than 1/1000.7.3 The lighting, HVAC and public facilities in the warehouse shall comply with relevant regulations and user requirements. 7.4 Fire protection in the warehouse shall comply with the relevant national laws and standards. 8 Safety protection devices
8.1 Operation terminal protection device
Allowable deviation mm
Freight price
JB/T9018-1999
In order to ensure that the stacker can automatically cut off the power supply of the operating mechanism and stop the movement when it moves horizontally to the limit position, the following terminal protection devices must be installed.
8.1.1 Operation terminal speed limiter
When the stacker approaches the end of the lane, the device can force the high and medium speeds in that direction to be cut off. 8.1.2 Operation terminal limiter
When the stacker runs beyond the limit and collides with the vehicle block, the limiter can cut off the power supply of the operating mechanism and brake. 8.1.3 Stopper
The collision load when calculating the strength of the stopper shall comply with the provisions of GB/T3811. In addition, in order to prevent the stacker from tipping over, the stopper and the stacker shall also have buffering performance. If necessary, a buffer or other device shall be installed on the top of the terminal.
8.2 Lifting limiter
In order to prevent the over-lifting and over-dropping of goods, the stacker must be equipped with: upper limit limiter, no less than 2:
lower limit limiter, no less than 1.
8.3 Cargo position detector
In order to ensure the normal operation of entering and leaving the warehouse, the automatically controlled stacker must be equipped with a cargo position detector that can automatically determine whether there are goods at the delivery address.
8.4 Rope breaking protection device
Stackers without cab lifting should be equipped with rope breaking protection devices to prevent the cargo platform from falling due to the breaking of the lifting wire rope or chain. 8.5 Speed-limiting anti-falling device
Stackers with cab lifting must be equipped with speed-limiting anti-falling devices. When the cargo platform descends at a speed exceeding 1.15 times the rated speed due to brake failure or damage to the load-bearing parts, the descending movement of the cargo platform should be stopped and the control circuit should be cut off at the same time. 8.6 Wire rope loosening and overload protection device
To prevent the wire rope tension from being too large or too small and affecting the normal operation of the stacker, wire rope loosening and overload protection devices must be installed. 8.7 Interlock protection
Stackers must be equipped with electrical interlocks to ensure that the horizontal operating mechanism of the stacker and the lifting (or lowering) high-speed part of the lifting mechanism are powered off when the forks are extended (not reset to zero).
8.8 Safety ladder
Stackers should have safety ladders that enable operators to safely evacuate the cargo platform (driver's cab) in the event of an accident. 9 Related dimensions between building structure, shelves and stackers 9.1 At the horizontal operation terminal of the stacker (when the stacker and the vehicle stop are in a compressed state), the minimum distance between the outermost part of the stacker below 1800mm above the ground and the building must be greater than 400mm (see Figure 5). 8
JB/T9018-1999
9.2 The distance from the top surface of the split shelf to the lower chord of the roof truss shall meet the installation requirements, but shall not be less than 200mm (see Figure 2). 9.3 The gap between the outermost side of the stacker along the width of the aisle and the shelf column or goods is generally selected in the range of 50~100mm, but shall not be less than 50mm.
Relationship between cargo grid and goods
10.1 Code
The relationship between cargo grid and goods is shown in Table 9 and Figures 6 and 7. Table 9
10.2 Dimensions
Cargo length
Effective length of cargo compartment
Lateral clearance
Width of supported cargo
Horizontal clearance between cargo
Cargo width
Effective width of cargo compartment
10.2.1 Lateral clearance a3 is generally selected within the range of 50~100mm. 10.2.2 Width a4 of supported cargo must be greater than lateral clearance at. Code
Front clearance
Rear clearanceWww.bzxZ.net
Cargo height
Vertical clearance above unit cargo
Vertical clearance below unit cargo
10.2.3Vertical clearance above unit cargo hz should ensure that the cargo does not collide with the shelf structure when entering and exiting the cargo position. 10.2.4 Vertical clearance h below unit cargo. To ensure that the stacker fork can freely enter and exit the shelf to store and retrieve cargo, the in-and-out capacity
The in-and-out capacity is calculated according to formula (1):
Where: n
Number of unit cargo (or pallets) entering (or leaving) the warehouse per hour: Average operation cycle time, s.
JB/T9018-1999
The average operation cycle time can be divided into the average single operation cycle time and the average compound operation cycle time according to the different operations. The calculation method of the average single operation cycle time is shown in Figure 8 and formula (2), and the calculation method of the average compound operation cycle time is shown in Figure 9 and formula (3). [t(p,)+t(p,)]+i
Where: tml
Average single operation cycle time:
Where: m2
Time for the stacker to run back and forth (horizontally, lifting) from the original position to point p: Time for the stacker to run back and forth (horizontally, lifting) from the original position to point P: (2)
The sum of the fixed action time in a single operation cycle (including positioning, cargo position detection, fork operation cycle, etc.). tm2=t(pr:P2)+102
Average composite operation cycle time:
t(pr:p2)
Time for the stacker to run (horizontally, lifting) from the original position to point p, then to point p2, and finally return to the original position;
The sum of the fixed action time in a composite operation cycle (including positioning, cargo position detection, fork operation cycle, etc.). (Towards the opening of the cargo compartment)
(1) Part without horizontal tie rods
Toutouzhipin
(3) Multi-position storage in the cargo compartment
(2) Part with horizontal tie rods
Didididi
(In the width direction of the cargo compartment)p2)
The time it takes for the stacker to run (horizontally, lifting) from the original position to point p, then to point p2, and finally return to the original position;
The total fixed action time in the compound operation cycle (including positioning, cargo position detection, cargo fork operation cycle, etc.). (Direction of the cargo compartment opening)
(1) Part without horizontal tie rod
Tuochou Zhipin
(3) Multi-cargo storage in the cargo compartment
(2) Part with horizontal tie rod
DiDiDiDi
(Direction of cargo compartment width)
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