CN114261647A - 40 chi container - Google Patents
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- CN114261647A CN114261647A CN202111598718.1A CN202111598718A CN114261647A CN 114261647 A CN114261647 A CN 114261647A CN 202111598718 A CN202111598718 A CN 202111598718A CN 114261647 A CN114261647 A CN 114261647A
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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 containers, this container includes: the U-shaped welding part is formed by combining a main body channel steel, a bracket channel steel and a 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 sectional materials. The application has solved the relatively poor technical problem of suitability and flexibility of container among the prior art.
Description
Technical Field
The application relates to the technical field of freight transportation, in particular to a 40-ruler container.
Background
When steel structure goods are exported, container transportation is generally adopted, and the current international container standard containers are divided into four types, namely 40 feet, 30 feet, 20 feet and 10 feet, wherein the containers with two specifications of 40 feet and 20 feet are common containers. The specification of the cargo which can be carried by the 40-size container can be diversified, and 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. The large parts are loaded into the packing frame in advance, the packing frame is loaded into the container through the cooperation of the crane and the forklift, and the weight of different parts loaded into the container is different. Internal size of 40 container: 12032mm (length) 2352mm (width) 2393mm (height), under the condition of considering large packing volume and smooth packing action, the packing box with all the weights is 11880mm (length) 2260mm (width) 2180mm (height). The cargo allocation gross weight of the 40-foot container is 22 tons.
At present, the specification and the section bar that adopt to the container of same size are all fixed, and all the same to the section bar that its each part of 40 chi containers adopted, but all constitute according to the section bar that can bear the biggest bearing to the scattered 40 chi container each parts of packing into different weight, cause the waste on the one hand, on the other hand has reduced the suitability and the flexibility of container, consequently, how to select the section bar of each part of container through the weight of different goods becomes the problem of treating urgently.
Disclosure of Invention
The technical problem that this application was solved is: the applicability and the flexibility that aim at container among the prior art are relatively poor. The application provides a 40 chi containers, 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 combination to form for at the section bar of different bearing cargo weight to main part channel-section steel and bracket channel-section steel, and then increase the suitability and the flexibility of container.
In a first aspect, an embodiment of the present application provides a 40-foot container, including: the U-shaped welding part and the 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 trapezoidal structure, the upper side, the lower side and the two side edges of the trapezoidal structure are all composed of main body channel steel, and a first fixing part is arranged in the trapezoidal structure and is truss channel steel; the second side frame is of a trapezoidal structure, the upper side, the lower side and the two side edges of the trapezoidal structure are respectively composed of main body channel steel, and a second fixing part and a second connecting rod are arranged in the trapezoidal structure; the base includes bracket and dead lever, the bracket is the cuboid structure, and the four sides of this cuboid structure are become by the main part channel-section steel, are provided with in the inside of this cuboid structure to be on a parallel with the broadside, and four third connecting rods that set up relatively 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, the main part channel-section steel the bracket channel-section steel and the truss channel-section steel is different section bars.
Optionally, the body channel and the bracket channel are associated with a weight of the load bearing cargo, which increases in size as the weight of the load bearing cargo increases.
Optionally, the weight of the load includes 8 tons, 11 tons, 16 tons, 18 to 20 tons, and 22 tons.
Alternatively, the body channel steel is manufactured by using GB707 hot rolled common channel steel types 12.6, 14a, 16a and 18 according to the weight of loaded goods of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons, respectively.
Optionally, the truss channels are all GB707 hot rolled regular channel steel model 10 at different distribution weights.
Alternatively, the carrier channels are made of GB707 hot rolled regular channel steel types 10, 12.6, 14a, 14b and 16a, respectively, in terms of weight of cargo 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 combination to form for at the section bar of different bearing cargo weight to main part channel-section steel and bracket channel-section steel, and then increase the suitability and the flexibility of container.
Drawings
Fig. 1 is a schematic structural diagram of a 40-foot container according to an embodiment of the present disclosure;
fig. 2 is a schematic structural diagram of another 40-size container according to an embodiment of the present disclosure.
Detailed Description
In the solutions provided in the embodiments of the present application, the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
In order to better understand the technical solutions, the technical solutions of the present application are described in detail below with reference to the drawings and specific embodiments, and it should be understood that the specific features in the embodiments and examples of the present application are detailed descriptions of the technical solutions of the present application, and are not limitations of the technical solutions of the present application, and the technical features in the embodiments and examples of the present application may be combined with each other without conflict.
Fig. 1 is a schematic structural diagram of a 40-foot container according to an embodiment of the present application. This container includes: 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 of a trapezoidal structure, the upper side, the lower side and the two side edges of the trapezoidal structure are all composed of main body channel steel, and a first fixing part 111 is arranged in the trapezoidal structure, and the first fixing part 111 is truss channel steel; the second side frame 12 is a ladder-shaped structure, the upper side, the lower side and the two side edges of the ladder-shaped structure are all composed of main body channel steel, and a second fixing part 121 and a second connecting rod 122 which are arranged in the ladder-shaped structure, wherein the second fixing part 121 is truss channel steel, and the second connecting rod 122 is bracket channel steel; base 13 is the cuboid structure, and the four sides of this cuboid structure comprise the main part channel-section steel, are provided with in the inside of this cuboid structure to be on a parallel with the broadside, and four third connecting rods 131 that set up relatively to and four dead levers 132 of being connected with every broadside and its relative third connecting rod 131, third connecting rod 131 with dead lever 132 is the bracket channel-section steel, wherein, the main part channel-section steel the bracket channel-section steel and the truss channel-section steel is different section bars.
Specifically, in the scheme provided by the embodiment of the 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 comprises three channel steels which are respectively a main channel steel, a truss channel steel and a bracket channel steel, and the specifications of the two connecting rods 2 are consistent with those of the truss channel steel, so that a series is formed according to weight.
Explaining the container from the perspective of the use process, the base 13 is formed by assembling and welding main body channel steel and bracket channel steel, and the overall dimension is 11880mm in length and 2260mm in width. The base 13 is internally provided with a wide side in parallel, four third connecting rods 131 which are oppositely arranged are formed by welding main body channel steel according to a certain interval, fixing rods 132 which play a role in strengthening at four corners are arranged, and the specifications of the fixing rods are the same as those of bracket channel steel. The side is two specifications section bar welded structure, and the section bar includes main part channel-section steel and truss channel-section steel. A trapezoidal truss structure is formed above the base 13, and the trapezoidal truss structures on the two sides are in threaded connection with connecting channel steel of the same type as bracket channel steel at the top. In addition, fig. 1 includes two drawings, the drawing indicated by an arrow is an exploded drawing of a 40-size container, and the drawing indicated by a deviating arrow is a structural schematic drawing of the 40-size container.
Referring to fig. 2, four vertical truss channel steels are providedThe lifting hole is reinforced to ensure the hanging, two hanging lugs are welded on a tray on one side close to the door of the container, and the container is hung for use under the condition that most of the packaging frames enter the container. And selecting a proper section bar according to the estimated cargo weight of the packing box for welding, spraying antirust red paint on the surface of the packing box, and spraying yellow warning paint at six hanging points.
By way of example, containers are divided into body channels, truss channels and bracket channels by composition; the container is functionally divided into hangers, brackets and in-vehicle track sections (labeled in the figures).
In one possible implementation, the body channel and the bracket channel are associated with a weight of the load bearing cargo that increases in size as the weight of the load bearing cargo increases.
In one possible implementation, the weight of the load includes 8 tons, 11 tons, 16 tons, 18 to 20 tons, and 22 tons.
In one possible implementation, the body channel is made of GB707 hot rolled plain channel steel types 12.6, 14a, 16a and 18, respectively, in terms of weight of cargo of 8 tons, 11 tons, 16 tons, 18 to 20 tons and 22 tons.
In one possible implementation, the truss channels are all GB707 hot rolled regular channel steel type 10 at different distribution weights.
In one possible implementation, the carrier channels are made of GB707 hot rolled regular channel steel types 10, 12.6, 14a, 14b and 16a, respectively, in terms of weight of cargo 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 10 in GB707 hot-rolled common channel steel type, and the main channel steel is 12.6 in GB707 hot-rolled common channel steel type; when the estimated weight of the goods is 8t-11t, selecting a GB707 hot-rolled common channel steel model number 12.6 for the bracket channel steel, and selecting a GB707 hot-rolled common channel steel model number 14a for the main channel steel; when the estimated weight of the goods is 11t-16t, selecting the GB707 hot-rolled common channel steel model 14a for the bracket channel steel, and selecting the GB707 hot-rolled common channel steel model 16a for the main channel steel; when the estimated weight of the goods is 16t-20t, selecting the GB707 hot-rolled common channel steel model 14b for the bracket channel steel, and selecting the GB707 hot-rolled common channel steel model 16a for the main channel steel; when the estimated weight of the goods is 20t-22t, the bracket channel steel is selected to be the GB707 hot-rolled common channel steel model 16a, and the main channel steel is selected to be the GB707 hot-rolled common channel steel model 18.
For example, GB707 hot-rolled general channel steel types 12.6, 14a, 16a, and 18 are used for the main channel steel of the U-shaped welded part 1 according to the distribution weights 8t, 11t, 16t, 18-20t, and 22t, GB707 hot-rolled general channel steel types 10 are used for the truss channel steel according to the distribution weights 8t, 11t, 16t, 20t, and 22t, and GB707 hot-rolled general channel steel types 10, 12.6, 14a, 14b, and 16a are used for the bracket channel steel according to the distribution weights 8t, 11t, 16t, 18-20t, and 22t, respectively. The bearing weight of load goods is directly relevant with the bracket channel-section steel, and the main part channel-section steel increases progressively for the specification on the bracket slot steel basis, and main part channel-section steel and bracket channel-section steel form the step in the bottom simultaneously and have reduced the area of contact of bottom tray and container, and the packing frame of being convenient for pushes the container smoothly.
For the sake of understanding, the relationship between the weight of the load-bearing goods and the choice of the channel steel profiles will be briefly described below by way of example.
By way of example, the bracket channel is GB707 hot-rolled ordinary channel steel type 10, the weight of the load-bearing cargo is M, four hot-rolled channel steels (third connecting rods 133) with the same type and the same length 2100M are uniformly distributed between 11800mm of the initial bracket distance, the four channel steels with the mutual distance of 2800 are used as the cargo support, the center of gravity is set between the second channel steel and the third channel steel, and since the height of the main channel steel and the height of the bracket channel steel are step difference 26mm, the deformation amount X is 14mm as a limit, and if the load-bearing range is 2000mm, M satisfies the formula: m/2 g 1^ 4/(8E I) is not more than X, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type 10 is 198cm4,g=9.8m/s2In 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 packaging frame is 8000 kg; if the bearing range is the center of four bracket channel steels, M satisfies the formula: m/4 g 1^ 3/(3E ^ I) is less than or equal to X, the height of the main body channel steel and the height of the bracket channel steel are 26mm, so the deformation amount X is 20mm, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type 10 is 198cm4,g=9.8m/s2And in sum, M is less than or equal to 9988kg, the safety coefficient is 0.86, and the weight of the goods borne by the packaging frame is about 8500 kg.
For example, taking a bracket channel as GB707 hot-rolled common channel steel model 12.6 as an example, the weight of the load-bearing cargo is M, the initial bracket distance 11800 is equal to four hot-rolled channels of the same model with a length of 2100M distributed therebetween, the four channels with a mutual distance of 2800 are used as cargo supports, the center of gravity is set between the second channel and the third channel, since the height of the main channel and the bracket channel are step differences and do not exceed 14mm, the amount X of the deformation is 10mm as a limit, and if the load-bearing range is 2000mm, M satisfies the formula: m/2 g 1^ 4/(8E I) X, the known hot rolled channel steel E206 Gpa, I of channel steel type number 12.6 is 391cm4,g=9.8m/s2And in sum, M is less than or equal to 13150kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packaging frame is about 11300kg; if the bearing range is the center of four bracket channel steels, M satisfies the formula: m/4 g 1^ 3/(3E ^ I) is not more than X, because the height of the main body channel steel and the height of the bracket channel steel are 14mm, the deformation amount X is 13mm, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type number 12.6 is 391cm4,g=9.8m/s2In conclusion, M is less than or equal to 12820kg, the safety coefficient is 0.86, and the weight of the goods borne by the packaging frame is about 11000 kg.
By way of example, the bracket channel is GB707 hot-rolled common channel steel type 14a, the weight of the load-bearing cargo is M, the initial bracket distance 11800 is equal to four hot-rolled channel steels of 2100M identical type distributed therebetween, the four channel steels of 2800 mutual distance are used as cargo supports, the center of gravity is set between the second channel steel and the third channel steel, since the height of the main channel steel and the bracket channel steel is a step difference, which is not more than 20mm, the deformation amount X is 10mm as a limit, and if the load-bearing range is 2000mm, M satisfies the formula: m/2 g 1^ 4/(8E I) X, the known hot rolled channel steel E206 Gpa, the I of the channel steel type 14a is 564cm4,g=9.8m/s2In 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 packaging frame is about 16300 kg; if the bearing range is the center of four bracket channel steels, M satisfies the formula: m/4 g 1^ 3/(3E ^ I) is less than or equal to X, the height of the main body channel steel and the height of the bracket channel steel are 20mm, so the deformation amount X is 12mm, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type 14a is 564cm4,g=9.8m/s2In conclusion, M is less than or equal to 21340kg, the safety coefficient is 0.86, and the weight of the goods loaded on the packaging frame is about 17000 kg.
By way of example. The bracket channel steel is GB707 hot rolling common channel steel model 14b for the example explanation, bearing goods weight is M, initial bracket interval 11800, the hot rolling channel steel of the same model of four length 2100M of evenly distributed between, use these four channel steels that mutual interval is 2800 to support as the goods, set up the focus between second root and third root channel steel, because main part channel steel height and bracket channel steel are the jump, do not exceed 20mm, consequently, the volume of warping is got X and 12mm is the limit, if the bearing scope is between 2000mm, M satisfies the formula: m/2 g 1^ 4/(8E I) X, the known hot rolled channel steel E206 Gpa, the I of the channel steel type 14b is 609cm4,g=9.8m/s2To sum upM is less than or equal to 24578kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packaging frame is about 21000 kg; if the bearing range is the center of four bracket channel steels, M satisfies the formula: m/4 g 1^ 3/(3E ^ I) is less than or equal to X, the height of the main body channel steel and the height of the bracket channel steel are 20mm, so the deformation amount X is 16mm, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type 14b is 609cm4,g=9.8m/s2And in sum, M is less than or equal to 23040kg, and the safety coefficient is 0.86, so that the weight of the load-bearing goods of the packaging frame is about 20000 kg.
By way of example, the bracket channel is GB707 hot-rolled ordinary channel steel model 16a, the weight of the load-bearing cargo is M, the initial bracket distance 11800 is equal to four hot-rolled channel steels of 2100M identical models distributed therebetween, the four channel steels of 2800 mutual distance are used as cargo supports, the center of gravity is set between the second channel steel and the third channel steel, since the height of the main channel steel and the bracket channel steel is a step difference not exceeding 20mm, the deformation amount X is 10mm as a limit, and if the load-bearing range is 2000mm, M satisfies the formula: m/2 g 1^ 4/(8E I) is less than or equal to X, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel model 16a is 866cm4,g=9.8m/s2In conclusion, M is less than or equal to 29000kg, the safety coefficient is 0.86, and the weight of the goods loaded on the packaging frame is about 25000 kg; if the bearing range is the center of four bracket channel steels, M satisfies the formula: m/4 g 1^ 3/(3E ^ I) is less than or equal to X, the height of the main body channel steel and the height of the bracket channel steel are 20mm, so the deformation amount X is 12mm, the known hot rolled channel steel E is 206Gpa, and the I of the channel steel type 16a is 866cm4,g=9.8m/s2And in sum, M is less than or equal to 26200kg, the safety coefficient is 0.86, and the weight of the load-bearing goods of the packaging frame is about 22500 kg.
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 combination to form for at the section bar of different bearing cargo weight to main part channel-section steel and bracket channel-section steel, and then increase the suitability and the flexibility of container.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present application without departing from the spirit and scope of the application. Thus, if such modifications and variations of the present application fall within the scope of the claims of the present application and their equivalents, the present application is intended to include such modifications and variations as well.
Claims (6)
1. A 40-foot container, comprising: a U-shaped welding part (1) and two first connecting rods (2); wherein the content of the first and second substances,
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 trapezoidal structure, the upper side, the lower side and the two side edges of the trapezoidal structure are all composed of main body channel steel, and a first fixing part (111) is arranged in the trapezoidal structure, and the first fixing part (111) is truss channel steel;
the second side frame (12) is of a trapezoidal structure, the upper side, the lower side and the two side edges of the trapezoidal structure are respectively composed of a main body channel steel, and a second fixing part (121) and a second connecting rod (122) which are arranged in the trapezoidal structure, wherein the second fixing part (121) is a truss channel steel, and the second connecting rod (122) is a bracket channel steel;
base (13) are the cuboid structure, and the four sides of this cuboid structure are become by the main part channel-section steel, are provided with in the inside of this cuboid structure to be on a parallel with the broadside, and four third connecting rods (131) that set up relatively to and four dead levers (132) of being connected with every broadside and its relative third connecting rod (131), third connecting rod (131) with dead lever (132) are the bracket channel-section steel, wherein, the main part channel-section steel bracket channel-section steel and the truss channel-section steel is different section bars.
2. The container of claim 1, wherein the body channel and the bracket channel are associated with a weight of the load bearing cargo that increases in size as the weight of the load bearing cargo increases.
3. The container of claim 2, wherein the weight of the load includes 8 tons, 11 tons, 16 tons, 18 to 20 tons, and 22 tons.
4. A container as claimed in claim 3, wherein said body channels are of GB707 hot rolled plain channel steel types 12.6, 14a, 16a and 18, respectively, in terms of weight of cargo of 8 tonnes, 11 tonnes, 16 tonnes, 18 to 20 tonnes and 22 tonnes.
5. A container as claimed in claim 4, wherein the truss channels are all GB707 Hot rolled regular channel Steel model 10 at different distribution weights.
6. A container as claimed in claim 5, wherein said bracket channels are of GB707 hot rolled regular channel steel types 10, 12.6, 14a, 14b and 16a, respectively, in terms of weight of cargo 8 tonnes, 11 tonnes, 16 tonnes, 18 to 20 tonnes and 22 tonnes.
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