Shipping container

Abstract

The present invention disclosed a shipping container comprising a pair of side walls, a rear end, a front end, a roof, a floor and a base frame; said base frame further comprising two longitudinal bottom side rails and numbers of parallel bottom cross members, wherein said floor is made up of corrugated steel floor. On the premise of passing ISO test, it provides a container which is lighter in tare weight, less in material consumed and lower in production cost.

Description

RELATED APPLICATION

The present application is a Divisional Application of parent application Ser. No. 10/200,786 filed on Jul. 22, 2002 entitled A SHIPPING CONTAINER.

FIELD OF THE INVENTION

The present invention relates to a shipping container, and more particularly, to the floor of a container.

BACKGROUND OF THE INVENTION

Containers were first used in cargo transportation in U.S.A in 1956. After more than 40 years' development, containers have been used worldwide. In the course of the development of the container, designers and manufacturers are devoted to improvements on its structure, so as to improve the functions of the container, reduce the material consumed and the production cost.

As shown in FIGS. 1, 1A, 1B, 1C, a conventional shipping container consists of a pair of side walls 1, a rear end 2, a front end 3, a roof 4, a floor 5 and a base frame 6, where the base frame 6 and the floor 5 constitute the bearer for the cargoes in the container, which is also called the base assembly.

As shown in FIGS. 2, 3, 4 and 5, the conventional container base frame mainly comprises two bottom side rails 601, numbers of bottom cross members 602, where the two ends of the bottom cross members 602 are welded to the bottom side rail 601 respectively, constituting a rigid integral frame structure. In the conventional container, plywood floor 5 (28 mm) is paved on the bottom cross members 602, and joined with the bottom cross members 602 by screws 603, the plywood floor 5 and the base frame 6 make up the bearer for the cargoes in the container.

To pass the International Organization for Standardization (ISO) test for containers, the cross members need to be arranged in high density with quantities of beams, and the bottom cross members should be made of thick steel plates to satisfy the strength requirement, therefore, large quantity of material is consumed. In addition, the floor is made of special hard wood. On one hand, there exist several shortcomings such as: a great diversity in quality, expensive price, high cost, and easily influenced by possible shortage of plywood floor supplies. On the other hand, since it is thicker (28 mm) in thickness, the plywood floor is heavier in weight, and the tare weight of the container is heavier accordingly.

SUMMARY OF THE INVENTION

The main object of the present invention is to overcome the shortcomings of the conventional container, and by making improvements on its floor, to provide a container which is lighter in tare weight, less in material consumed and lower in production cost.

The aim of the present invention can be achieved as follows:

A shipping container comprising a pair of side walls, a rear end, a front end, a roof, a floor and a base frame; said base frame further comprising two longitudinal bottom side rails and numbers of parallel bottom cross members, wherein said floor is made up of corrugated steel floor.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1, FIG. 1A, FIG. 1B and FIG. 1C show respectively the front, left, right and top views of a conventional container;

FIG. 2 is a partial top view of the base frame and plywood floor of the conventional container;

FIG. 3 is a cross sectional view taken along the A-A line of FIG. 2;

FIG. 4 is a cross sectional view taken along the B-B line of FIG. 2;

FIG. 5 is a schematic diagram showing the connecting structure between the bottom cross members and the plywood floor of the base assembly shown in FIG. 2;

FIG. 6 is a cross sectional view of a preferred embodiment according to the present invention;

FIG. 7 is a partial top view of the base frame and corrugated steel floor of the container shown in FIG. 6;

FIG. 8 is a cross sectional view taken along the A-A line of FIG. 7;

FIG. 9 is a partial perspective view illustrating a kind of base frame which is made up by C-shaped bottom cross members and corrugated steel floor;

FIG. 10 is a partial perspective view illustrating another kind of base frame which is made up by L-shaped bottom cross members and corrugated steel floor;

FIG. 11 is a cross sectional view taken along the B-B line of FIG. 7;

FIG. 12 is a schematic diagram illustrating the connecting structure between the bottom cross members as shown in FIG. 9 and the corrugated steel plates in the container shown in FIG. 6;

FIG. 13 is a cross sectional view illustrating a kind of corrugated steel plate with stuffing in its grooves according to the present invention;

FIG. 14 is a cross sectional view illustrating another kind of corrugated steel plate with thin plate paved on it according to the present invention;

FIG. 15 is a partial perspective view illustrating floor structure according to the present invention;

FIG. 16 is a perspective partial cross sectional view illustrating the continuous corrugated steel floor with stuffing in its grooves according to the present invention;

FIG. 17 is a perspective partial cross sectional view illustrating the disconnected corrugated steel floor with stuffing in its grooves according to the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

As shown in FIG. 6, the shipping container of this invention consists of a pair of side walls 130, a rear end, a front end, a roof 430, a base frame 630 and a corrugated steel floor 530.

As shown in FIG. 7, 8, 11 and 12, the base frame of the container mainly comprises two bottom side rails 631 and several bottom cross members 632; both ends of the bottom cross members 632 are welded to the side of the bottom side rails 631 respectively; corrugated steel plate 530 is paved on the bottom cross members 632, and welded on the bottom cross members 632 and two bottom side rails 631, constituting a rigid bearer for cargoes in the container.

Since steel is much better in synthetic mechanics performance than wood, and corrugated floor has good bending resistant capability, which are specially advantageous for satisfying loading requirements and application features of container floor, the corrugated steel floor 530 is better in mechanics performance and has higher load bearing strength than the prior art plywood floor. With the corrugated steel floor 530 adopted, thinner steel sheet and less material are required to achieve high bending resistant capability. Besides, the welding of the corrugated steel floor 530 with the bottom cross members 632 enhances the bending resistant strength of bottom cross members 632, reduces cross sectional dimension, weight and cost. The corrugated floor 530 according to this embodiment made of 2mm thick steel sheet is good enough to meet strength requirement.

In the above base assembly, bottom cross members 632 and the corrugated steel floor 530 can be joined by many ways, and the two preferred ways are given below:

As shown in FIG. 9, the corrugated steel floor 530 is directly paved on the bottom cross members 632, and form a rigid integrated structure either by welding at the external sides or by rivet. The bottom cross members 632 can be made of steel of C-shaped cross sectional form.

FIG. 10 illustrates another way of connecting the bottom cross members 632 with the corrugated steel floor 530: the cross sectional form of the bottom cross members 632 is L-shaped, at the edge of the bottom cross member 632, there are many convex teeth 633 matching with the concave grooves of the corrugated floor 530, helping the bottom cross members to be welded to the corrugated steel floor.

In above structures, the cross sectional form of the bottom cross members 632 can be L-shape, I-shape, T-shape, U-shape, C-shape or rectangle shape to suit the demands of various base frames.

Compared to the prior art, the base assembly of this embodiment possesses following advantages:

(a) By substituting the prior art plywood floor with the corrugated steel floor, the rigidity and strength of the floor is enhanced, and thereby the load bearing capability of the base assembly is enhanced.

(b) Since the rigidity and strength of the corrugated steel floor is enhanced, the space between cross members are widened, and thereby the quantity and amount of cross members are reduced.

(c). Since the steel floor and cross members are welded into an integrated entity, the material around the welding spot will greatly enhance the bending resistant strength of the cross members.

Therefore, on the premise of passing ISO test, the thickness of the bottom cross member according to this embodiment is 3 mm thick, while it has to be 4˜4.5 mm thick for bottom cross members of the prior art base assembly. The use of corrugated steel floor improves the bending resistant capability of bottom cross members, that is why the amount and weight of bottom cross members in this embodiment is much smaller than that of the prior art base assembly.

To further meet the demands of various applications, make the surface of the corrugated floor as plain as the plywood floor for the ease of cargo loading, the floor structure of this embodiment can be improved in following ways:

As shown in FIG. 13, stuffing 531 can be filled in the concave grooves of the corrugated floor of the base assembly to make the surface of the corrugated floor flat. Stuffing 531 can be made of various kinds of materials such as wood, foam, plastics or other non-metal materials.

Said non metallic stuffing filled in the grooves of the corrugated steel floor may be either continuously or incontinuously distributed along the grooves.

As shown in FIG. 14, a layer of thin plate 532 can be paved on the surface of the corrugated floor of the base assembly as an alternative way to make the surface of the corrugated floor flat. The thin plate 532 can be made of a variety of materials, such as thin wooden plate, composite plate or steel plate.

In order to fasten the cargoes in the container, some pieces of wood or other non-metallic materials may be retained on the floor 530. Following improvements on the structure of the floor may be adopted:

As shown in FIG. 15, the floor 530 consists of corrugated steel floor 533 in the main, and several plywood bars or other non metallic stuffing 531 such as wood, foam, or plastics, which are put together and paved on the base frame 630 of the container, constituting a rigid base assembly for loading. The floor 530 and base frame 630 may be jointed by welding, riveting, or connecting via screws.

As shown in FIG. 16, which is a partial enlarged view of FIG. 15, the corrugated steel floor 533 is continuous at the position where the non metallic stuffing 531 is filled. The non metallic stuffing 531 is completely held within an integrated concavity 534 of the corrugated steel floor 533.

As shown in FIG. 17, the corrugated steel floor 533 is disconnected at the position where the non metallic stuffing 531 is filled. The non metallic stuffing 531 is held within a concavity 534 which is formed by two adjacent disconnected corrugated floors 533 and has an opening 535 at its bottom.

As shown in FIG. 15, FIG. 16 and FIG. 17, the steel floor 533 is non uniform corrugated steel floor, which is formed by modifying the corrugated steel floor structure in partial. The wavelength of each corrugation is not equal to each other, and there is a wider concavity 534 at regular intervals, within which the non metallic stuffing 531 is installed.

The grooves with non metallic stuffing filled in may be or not be in a certain proportion to the grooves without non metallic stuffing filled in.

Alternatively, the steel floor according to this embodiment may be common uniform corrugated steel floor, namely, the wavelength of each corrugation is equal to each other, where the grooves of the corrugated steel floor are made of the concavities of the corrugated steel floor itself, and the non metallic stuffing may be installed at intervals within the predetermined concavities.

Claims

1. A shipping container, comprising a pair of side walls, a rear end, a front end, a roof, a floor and a base frame; said base frame further comprising two longitudinal bottom side rails and numbers of parallel bottom cross members, wherein said floor is made up of corrugated steel floor.

2. A shipping container according to claim 1, wherein said floor is made up of corrugated steel floor which is directly paved on said bottom cross members, and welded to the external side of the bottom cross members, constituting an integral rigid structure.

3. A shipping container according to claim 2, wherein said bottom cross members may be made of steel bars of C-shape cross sectional form.

4. A shipping container according to claim 2, wherein the cross sectional form of the bottom cross members is L-shaped, at the edge of the bottom cross member, there installed many convex teeth matching with the concave grooves of the corrugated floor, helping the bottom cross members to be welded to the corrugated steel floor.

5. A shipping container according to claim 2, wherein there are non metallic stuffing filled within all the grooves of the corrugated steel floor.

6. A shipping container according to claim 5, wherein said non metallic stuffing may be made of wood, or foam, or plastics.

7. A shipping container according to claim 2, wherein thin plate is paved on the corrugated steel floor.

8. A shipping container according to claim 7, wherein said thin plate may be made of thin wooden plate, composite plate or steel plate.

9. A shipping container according to claim 2, wherein said non metallic stuffing is filled within some of the grooves of the corrugated steel floor.

10. A shipping container according to claim 9, wherein the grooves with non metallic stuffing filled in are in a certain proportion to the grooves without non metallic stuffing filled in.

11. A shipping container according to claim 9, wherein said non metallic stuffing may be made of wood, or foam, or plastics.

12. A shipping container according to claim 5, wherein the non metallic stuffing filled in the grooves of the corrugated steel floor is continuously distributed along the grooves.

13. A shipping container according to claim 9, wherein the non metallic stuffing filled in the grooves of the corrugated steel floor is continuously distributed along the grooves.

14 A shipping container according to claim 5, wherein the non metallic stuffing filled in the grooves of the corrugated steel floor is incontinuously distributed along the grooves.

15 A shipping container according to claim 9, wherein the non metallic stuffing filled in the grooves of the corrugated steel floor is incontinuously distributed along the grooves.

16. A shipping container according to claim 5, wherein said corrugated steel floor may be continuous, the non metallic stuffing completely filled in the grooves of the corrugated steel floor.

17. A shipping container according to claim 9, wherein said corrugated steel floor may be continuous, the non metallic stuffing completely filled in the grooves of the corrugated steel floor.

18. A shipping container according to claim 5, wherein said corrugated steel floor is disconnected at the position where the non metallic stuffing is filled, said non metallic stuffing is held within a concavity which is formed by two adjacent disconnected corrugated floors and has an opening at its bottom.

19. A shipping container according to claim 9, wherein said corrugated steel floor is disconnected at the position where the non metallic stuffing is filled, said non metallic stuffing is held within a concavity which is formed by two adjacent disconnected corrugated floors and has an opening at its bottom.

20. A shipping container according to claim 2, wherein the wavelength of each corrugation of the steel floor is not equal to each other, and said non metallic stuffing is filled in the wider grooves.

21. A shipping container according to claim 2, wherein the wavelength of each corrugation of the corrugated steel floor is equal to each other.