CN114261647B - 40-ruler container - Google Patents
40-ruler container Download PDFInfo
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- CN114261647B CN114261647B CN202111598718.1A CN202111598718A CN114261647B CN 114261647 B CN114261647 B CN 114261647B CN 202111598718 A CN202111598718 A CN 202111598718A CN 114261647 B CN114261647 B CN 114261647B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/80—Packaging reuse or recycling, e.g. of multilayer packaging
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Abstract
The application discloses 40 chi container, this container includes: the U-shaped welding part is formed by combining main body channel steel, bracket channel steel and truss channel steel; the two first connecting rods are bracket channel steel; the main body channel steel, the bracket channel steel and the truss channel steel are different sections. The technical problem that the applicability and flexibility of containers in the prior art are poor is solved.
Description
Technical Field
The application relates to the technical field of freight transportation, in particular to a 40-ruler container.
Background
For steel structure cargo export, container transportation is generally adopted, and the current container international standard containers are divided into four types, namely 40 feet, 30 feet, 20 feet and 10 feet, wherein, the containers with the specifications of 40 feet and 20 feet are common containers. The 40-ruler container can bear various cargo specifications, and as the cargo has various specifications, for example, the cement dust remover components assembled on site are various large sheet metal parts, assembled and welded pipe fittings and the like. These large parts are loaded into the packaging frame in advance, the packaging frame is loaded into the container through the cooperation of a crane and a forklift, and the weight of different parts loaded into the container is different. 40-ruler container internal dimensions: 12032mm (length) ×2352mm (width) ×2393mm (height), and the overall package box shape is 11880mm (length) ×2260mm (width) ×2180mm (height) when a large box-packing volume and a smooth box-packing operation are combined. The gross weight of 40-ruler container is 22 tons.
At present, the specifications and the profiles adopted for the containers with the same size are all fixed, and the profiles adopted for all the parts of the 40-ruler container are the same, but all the parts of the 40-ruler container filled with the parts with different weights are formed according to the profiles capable of bearing the maximum load, so that waste is caused on one hand, and the applicability and the flexibility of the container are reduced on the other hand, and therefore, how to select the profiles of all the parts of the container through the weights of different cargoes becomes a problem to be solved urgently.
Disclosure of Invention
The technical problem that this application solved is: the container has poor applicability and flexibility in the prior art. The application provides a 40 chi container, among the scheme that this application embodiment provided, container adopts main part channel-section steel, truss channel-section steel and bracket channel-section steel to make up for the section bar to main part channel-section steel and bracket channel-section steel at different bearing cargo weight, and then increase the suitability and the flexibility of container.
In a first aspect, embodiments of the present application provide a 40-gauge container comprising: a U-shaped welding part and two first connecting rods; the U-shaped welding part comprises a first side frame and a second side frame which are oppositely arranged, and a base arranged at the bottom of the U-shaped welding part; the two first connecting rods are arranged at the tops of the first side frame and the second side frame and are oppositely arranged between the first side frame and the second side frame, and the two first connecting rods are bracket channel steel; the first side frame is of a trapezoid structure, the upper edge, the lower edge and the two side edges of the trapezoid structure are all composed of main body channel steel, and a first fixing part is arranged in the first side frame and is truss channel steel; the second side frame is of a trapezoid structure, the upper side, the lower side and the two side edges of the trapezoid structure are all composed of main body channel steel, and a second fixing part and a second connecting rod are arranged in the trapezoid structure, the second fixing part is truss channel steel, and the second connecting rod is bracket channel steel; the base includes bracket and dead lever, the bracket is cuboid structure, and the four sides of this cuboid structure comprises main part channel-section steel, is provided with in the inside of this cuboid structure and is on a parallel with the broadside, and four third connecting rods of relative setting to and four dead levers of being connected with every broadside and its relative third connecting rod, the third connecting rod with the dead lever is the bracket channel-section steel, wherein, main part channel-section steel bracket channel-section steel and truss channel-section steel are different sections.
Optionally, the body channel and the bracket channel are related to the weight of the load, which increases in gauge as the weight of the load increases.
Optionally, the weight of the load comprises 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
Alternatively, the body channels are of GB707 hot rolled common channel types 12.6, 14a, 16a and 18, respectively, in terms of weight of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons for carrying cargo.
Optionally, under different weight, the truss channel steel is GB707 hot rolled common channel steel model 10.
Alternatively, the bracket channels are hot rolled with GB707 in common channel types 10, 12.6, 14a, 14b and 16a, respectively, in terms of the weight of the load of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
Compared with the prior art, the scheme provided by the embodiment of the application has at least the following beneficial effects:
in the scheme that this application embodiment provided, the container adopts main part channel-section steel, truss channel-section steel and bracket channel-section steel to make up for the section bar to main part channel-section steel and bracket channel-section steel at different bearing cargo weight, and then increases the suitability and the flexibility of container.
Drawings
Fig. 1 is a schematic structural diagram of a 40-ruler container according to an embodiment of the present application;
fig. 2 is a schematic structural diagram of another 40-ruler container according to an embodiment of the present application.
Detailed Description
In the solutions provided by the embodiments of the present application, the described embodiments are only some embodiments of the present application, and not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art without undue burden from the present disclosure, are within the scope of the present disclosure.
In order to better understand the technical solutions described above, the following detailed description of the technical solutions of the present application is provided through the accompanying drawings and specific embodiments, and it should be understood that the specific features of the embodiments and embodiments of the present application are detailed descriptions of the technical solutions of the present application, and not limit the technical solutions of the present application, and the technical features of the embodiments and embodiments of the present application may be combined with each other without conflict.
Referring to fig. 1, a schematic structural diagram of a 40-ruler container according to an embodiment of the present application is provided. The container comprises: a U-shaped welding part 1 and two first connecting rods 2; the U-shaped welding part 1 comprises a first side frame 11 and a second side frame 12 which are oppositely arranged, and a base 13 arranged at the bottom of the U-shaped welding part 1; the two first connecting rods 2 are arranged at the tops of the first side frame 11 and the second side frame 12, and are oppositely arranged between the first side frame 11 and the second side frame 12, and the two first connecting rods 2 are bracket channel steel; the first side frame 11 is a trapezoid structure, the upper edge, the lower edge and the two side edges of the trapezoid structure are all composed of main body channel steel, and a first fixing part 111 is arranged in the trapezoid structure, and the first fixing part 111 is truss channel steel; the second side frame 12 is a trapezoid structure, the upper side, the lower side and both sides of the trapezoid structure are composed of main body channel steel, and a second fixing part 121 and a second connecting rod 122 are arranged in the trapezoid structure, the second fixing part 121 is truss channel steel, and the second connecting rod 122 is bracket channel steel; the base 13 is a cuboid structure, four sides of the cuboid structure are composed of main body channel steel, four third connecting rods 131 which are parallel to the broadsides and are oppositely arranged are arranged in the cuboid structure, four fixing rods 132 which are connected with each broadside and the corresponding third connecting rod 131, the third connecting rods 131 and the fixing rods 132 are bracket channel steel, and the main body channel steel, the bracket channel steel and the truss channel steel are different profiles.
Specifically, in the solution provided in the embodiment of the present application, the container is divided into a U-shaped welding part 1 and two connecting rods 2 according to the installation mode; the U-shaped welding part 1 is divided into three types of channel steel, namely a main body channel steel, a truss channel steel and a bracket channel steel, and the two connecting rods 2 are identical to the truss channel steel in specification, so that a series is formed according to weight.
Describing the container from the angle of the using process, the base 13 is formed by assembling and welding main body channel steel and bracket channel steel, and the external dimension is 11880mm in length and 2260mm in width. Four third connecting rods 131 which are parallel to the broadside and are oppositely arranged are arranged in the base 13 and are formed by welding main body channel steel at certain intervals, and fixing rods 132 with reinforcing effect at four corners have the same specification as bracket channel steel. The side is two specification section bar welded structure, and the section bar includes main part channel-section steel and truss channel-section steel. A trapezoid truss structure is formed above the base 13, and the trapezoid truss structures on two sides are in threaded connection with the same type of connecting channel steel of the bracket channel steel at the top. In addition, fig. 1 includes two diagrams, the arrow indicates an exploded view of a 40-ruler container, and the arrow indicates a structural schematic diagram of the 40-ruler container.
Referring to fig. 2, four phi 50 hanging holes are formed in the vertical truss channel steel, the hanging holes are reinforced to ensure hanging, two hanging lugs are welded on a pallet at one side close to a container door at the same time, and the hanging is used under the condition that most of the partial loading frames enter the container. And selecting proper sectional materials according to the estimated cargo weight of the packing box for welding, spraying antirust red paint on the outer surface, and spraying yellow warning paint at six hanging points.
By way of example, containers are divided into body channel steel, truss channel steel and bracket channel steel by composition; functionally, the container is divided into a hanger, a bracket, and an in-vehicle track section (labeled as a bit in the figure).
In one possible implementation, the body channel and the bracket channel are related to the weight of the load, which increases in gauge as the weight of the load increases.
In one possible implementation, the load-bearing weight includes 8 tons, 11 tons, 16 tons, 18 to 20 tons, and 22 tons.
In one possible implementation, the body channels are of GB707 hot rolled common channel types 12.6, 14a, 16a and 18, respectively, in terms of weight of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons for carrying cargo.
In one possible implementation, the truss channels are all of GB707 hot rolled common channel model 10 at different weight loads.
In one possible implementation, the bracket channels are of GB707 hot rolled common channel types 10, 12.6, 14a, 14b and 16a, respectively, in terms of the weight of the load of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
Specifically, in the scheme provided by the embodiment of the application, when the estimated cargo weight is 8t or less, the bracket channel steel is selected from GB707 hot-rolled common channel steel model 10, and the main body channel steel is selected from GB707 hot-rolled common channel steel model 12.6; when the estimated cargo weight is 8t-11t, the bracket channel steel is selected from GB707 hot-rolled common channel steel model 12.6, and the main body channel steel is selected from GB707 hot-rolled common channel steel model 14a; when the estimated cargo weight is 11t-16t, the bracket channel steel is selected from GB707 hot-rolled common channel steel model 14a, and the main body channel steel is selected from GB707 hot-rolled common channel steel model 16a; when the estimated cargo weight is 16t-20t, the bracket channel steel is selected from GB707 hot-rolled common channel steel model 14b, and the main body channel steel is selected from GB707 hot-rolled common channel steel model 16a; when the estimated cargo weight is 20t-22t, the bracket channel steel is selected from GB707 hot-rolled common channel steel model 16a, and the main body channel steel is selected from GB707 hot-rolled common channel steel model 18.
By way of example, the main body channel steel of the U-shaped welding part 1 adopts GB707 hot rolling common channel steel models 12.6, 14a, 16a and 18 according to the weight of the goods 8t, 11t, 16t, 18-20t and 22t, the truss channel steel adopts GB707 hot rolling common channel steel model 10 according to the weight of the goods 8t, 11t, 16t, 20t and 22t, and the bracket channel steel adopts GB707 hot rolling common channel steel models 10, 12.6, 14a, 14b and 16a according to the weight of the goods 8t, 11t, 16t, 18-20t and 22 t. The bearing weight of load goods is directly related with the bracket channel steel, and the specification of main part channel steel on for the bracket channel steel basis increases gradually, and main part channel steel and bracket channel steel form the step in the bottom simultaneously and have reduced the area of contact of bottom tray and container, and the container is pushed into smoothly to the packing frame of being convenient for.
The relationship between the weight of the load bearing cargo and the selection of each channel section will be briefly described below by way of example for ease of understanding.
By way of example, taking bracket channel steel as GB707 hot rolled common channel steel model 10 as an illustration, the weight of the load bearing goods is M, four hot rolled channel steels (third connecting rods 131) with the same length of 2100M and the same model are uniformly distributed between initial bracket spacing 11800mm, the four channel steels with the mutual spacing of 2800 are taken as goods supports, the center of gravity is arranged between the second channel steel and the third channel steel,because main part channel-section steel height is step 26mm with the bracket channel-section steel, so deformation volume X=14mm is limited, if the bearing range is between 2000mm, M satisfies the formula: M/2X 1X 4/(8X E I) X, the hot rolled channel e=206 Gpa, channel type 10I is 198cm 4 ，g=9.8m/s 2 In conclusion, M is less than or equal to 9322kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is about 8000kg; if the bearing range is the center of the four bracket channel steels, M satisfies the formula: M/4X 1X 3/(3X E I) X, the main body channel height and the bracket channel are 26mm in step, so the deformation is x=20mm, the hot rolled channel e=206 Gpa is known, and the channel type 10I is 198cm 4 ，g=9.8m/s 2 In conclusion, M is less than or equal to 9988kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 8500kg.
For example, taking bracket channel steel as a GB707 hot rolled common channel steel model 12.6 as an example, the weight of load bearing goods is M, the initial bracket spacing 11800 is uniformly distributed with four hot rolled channel steels with the same model length of 2100M, the four channel steels with the mutual spacing of 2800 are used as goods support, the center of gravity is arranged between the second channel steel and the third channel steel, because the height of the main body channel steel and the bracket channel steel are in a step difference of not more than 14mm, the deformation amount x=10mm is limited, if the load bearing range is between 2000mm, M satisfies the formula: M/2X 1X 4/(8X E I) X, the hot rolled channel e=206 Gpa, channel type 12.6I being 391cm 4 ，g=9.8m/s 2 M is less than or equal to 13150kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 11300kg; if the bearing range is the center of the four bracket channel steels, M satisfies the formula: M/4X 1X 3/(3X E I) X, and since the height of the main body channel and the height of the bracket channel are 14mm, the deformation is x=13 mm, and the hot rolled channel e=206 Gpa is known, the I of the channel model 12.6 is 391cm 4 ，g=9.8m/s 2 M is less than or equal to 12820kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 11000kg.
Taking bracket channel steel as GB707 hot-rolled common channel steel model 14a as an example for illustration, wherein the weight of a load bearing cargo is M, the initial bracket spacing 11800 is uniformly distributed with four hot-rolled channel steels with the same length of 2100M, the four channel steels with the mutual spacing of 2800 are taken as cargo supports, and the weight is setThe heart is between second and third root channel-section steel, because main part channel-section steel height is the step with the bracket channel-section steel, does not exceed 20mm, therefore the deformation volume X=10mm is limited, if the bearing scope is between 2000mm, M satisfies the formula: M/2X 1X 4/(8X E I) X, the hot rolled channel e=206 Gpa, channel type 14a having an I of 564cm 4 ，g=9.8m/s 2 In conclusion, M is less than or equal to 18968kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 16300kg; if the bearing range is the center of the four bracket channel steels, M satisfies the formula: M/4X 1X 3/(3X E I) X, and since the main body channel height and the bracket channel are 20mm in step, the deformation is x=12 mm, and the hot rolled channel e=206 Gpa is known, and the channel type 14a has an I of 564cm 4 ，g=9.8m/s 2 In conclusion, M is less than or equal to 21340kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 17000kg.
By way of example. Taking bracket channel steel as a GB707 hot-rolled common channel steel model 14b as an example, wherein the weight of load bearing goods is M, the initial bracket spacing is 11800, four hot-rolled channel steels with the same model length of 2100M are uniformly distributed, the four channel steels with the mutual spacing of 2800 are used as goods support, the gravity center is arranged between the second channel steel and the third channel steel, and the height of the main body channel steel and the bracket channel steel are the step difference and do not exceed 20mm, so that the deformation quantity X=12mm is limited, and if the bearing range is 2000mm, M satisfies the formula: M/2X 1X 4/(8X E I) X, the hot rolled channel e=206 Gpa, channel type 14b having an I of 609cm 4 ，g=9.8m/s 2 In conclusion, M is less than or equal to 24578kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is about 21000kg; if the bearing range is the center of the four bracket channel steels, M satisfies the formula: M/4X 1X 3/(3X E I) X, and since the main body channel height and the bracket channel are 20mm in step, the deformation is x=16 mm, and the hot rolled channel e=206 Gpa is known, and the channel type 14b has an I of 609cm 4 ，g=9.8m/s 2 M is less than or equal to 23040kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 20000kg.
By way of example, taking bracket channel steel as GB707 hot rolled common channel steel model 16a as an illustration, the weight of the load bearing goods is M, the initial bracket spacing 11800 is evenly distributed with four hot rolled channel steels with the same model with the length of 2100M, and the four hot rolled channel steels are used for the four hot rolled channel steelsThe root is the channel-section steel that the mutual interval is 2800 for the goods supports, sets up the focus between second and third channel-section steel, because main part channel-section steel height is the step with the bracket channel-section steel, does not exceed 20mm, consequently the deformation volume X=10mm is limited, if the bearing scope is between 2000mm, M satisfies the formula: M/2X 1X 4/(8X E I) X, the hot rolled channel e=206 Gpa, channel type 16a having an I of 866cm 4 ，g=9.8m/s 2 M is less than or equal to 29000kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 25000kg; if the bearing range is the center of the four bracket channel steels, M satisfies the formula: M/4X 1X 3/(3X E I) X, and since the main body channel height and the bracket channel are 20mm in step, the deformation is x=12 mm, and the hot rolled channel e=206 Gpa is known, the channel type 16a has an I of 866cm 4 ，g=9.8m/s 2 As M is less than or equal to 26200kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packing rack is 22500kg.
In the scheme that this application embodiment provided, the container adopts main part channel-section steel, truss channel-section steel and bracket channel-section steel to make up for the section bar to main part channel-section steel and bracket channel-section steel at different bearing cargo weight, and then increases the suitability and the flexibility of container.
It will be apparent to those skilled in the art that various modifications and variations can be made in the present application without departing from the spirit or scope of the application. Thus, if such modifications and variations of the present application fall within the scope of the claims and the equivalents thereof, the present application is intended to cover such modifications and variations.
Claims (6)
1. A 40-gauge container, comprising: a U-shaped welding part (1) and two first connecting rods (2); wherein, the liquid crystal display device comprises a liquid crystal display device,
the U-shaped welding part (1) comprises a first side frame (11) and a second side frame (12) which are oppositely arranged, and a base (13) arranged at the bottom of the U-shaped welding part (1); the two first connecting rods (2) are arranged at the tops of the first side frame (11) and the second side frame (12), and are oppositely arranged between the first side frame (11) and the second side frame (12), and the two first connecting rods (2) are bracket channel steel;
the first side frame (11) is of a trapezoid structure, the upper edge, the lower edge and the two side edges of the trapezoid structure are all composed of main body channel steel, and a first fixing part (111) is arranged in the first side frame, and the first fixing part (111) is truss channel steel;
the second side frame (12) is of a trapezoid structure, the upper side, the lower side and the two side edges of the trapezoid structure are all composed of main body channel steel, and a second fixing part (121) is arranged in the trapezoid structure, and the second fixing part (121) is truss channel steel;
the distribution of the first fixing part (111) on the inner side of the trapezoid structure comprises a vertical part and a diagonal part, the vertical part, the upper bottom and the lower bottom of the trapezoid structure form a plurality of rectangular frames, the diagonal part is connected to the diagonal position of the rectangular frames, the waist of the trapezoid structure and the diagonal part form a continuous zigzag shape, and the distribution of the second fixing part (121) in the trapezoid structure is the same as the first fixing part;
the base (13) is of a cuboid structure, four sides of the cuboid structure are composed of main body channel steel, four third connecting rods (131) which are parallel to broadsides and are oppositely arranged are arranged in the cuboid structure, and four fixing rods (132) which are connected with each broadside and the corresponding third connecting rod (131), wherein the third connecting rods (131) and the fixing rods (132) are bracket channel steel, and the main body channel steel, the bracket channel steel and the truss channel steel are different profiles;
the centers of the four bracket channel steels are the centers of four third connecting rods (131), and if the bearing range is the centers of the four bracket channel steels, M satisfies the formula: M/4X l 3/(3X E I) X, where M is the weight of the load, g is the gravitational acceleration, 1 is the length of the third connecting rod, E is the elastic modulus of the third connecting rod, I is the moment of inertia of the material cross section to the bending neutral axis, and X is the deformation of the third connecting rod.
2. The container of claim 1, wherein the body channel and the bracket channel are related to the weight of the load, and are of increasing gauge as the weight of the load increases.
3. A container as claimed in claim 2, wherein the weight of the load comprises 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
4. A container as claimed in claim 3 wherein the body channels are of GB707 hot rolled common channel types 12.6, 14a, 16a and 18 respectively, in terms of weight of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons for carrying cargo.
5. The container of claim 4, wherein the truss channels are each of GB707 hot rolled common channel model 10 at different cargo weights.
6. A container as claimed in claim 5 wherein the bracket channels are of GB707 hot rolled common channel types 10, 12.6, 14a, 14b and 16a respectively, in terms of the weight of the load of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111598718.1A CN114261647B (en) | 2021-12-24 | 2021-12-24 | 40-ruler container |
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| CN202111598718.1A CN114261647B (en) | 2021-12-24 | 2021-12-24 | 40-ruler container |
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