Container with reinforcing structure

Abstract

The utility model relates to the technical field of bulk cargo loading and transporting equipment, and provides a container with a reinforcing structure. Comprising a front end wall and side walls which are of corrugated plate structures. The end wall wave crests and the end wall wave troughs of the corrugated plate structure of the front end wall are trapezoidal, and the side wall wave crests and the side wall wave troughs of the corrugated plate structures of the two side walls are trapezoidal; the widths of the end wall wave crests and the end wall wave troughs are the same; the side wall wave crests and the side wall wave troughs have the same width; the end wall wave crest height of the front end wall is not smaller than the side wall wave crest height of the side wall, and the end wall wave crest width of the front end wall is not smaller than the side wall wave crest width of the side wall. The trapezoid obtuse angles in the end wall wave crests and the end wall wave troughs are smaller than the trapezoid obtuse angles in the side wall wave crests and the side wall wave troughs in the optional embodiment, and the thickness of the front end wall is not smaller than that of the side walls. The container has the beneficial effects that the overall strength of the container can be improved by arranging the reinforcing beams in the troughs on the outer side of the front end wall and the crests on the inner side of the side wall of the container.

Description

TECHNICAL FIELD

[0001] The utility model relates to bulk cargo loading equipment technical field, concretely relates to a container with reinforcing structure. BACKGROUND

[0002] At present, the general container is widely used in highway, railway and ocean transportation as a kind of international standard transportation tool of multimodal transport. Under the background of national advocating transportation structure adjustment, vigorously promoting "public to rail", "public to water", realizing the green transformation of whole society, "bulk to container" emerges as the times require as a new type of format of multimodal transport. Due to the characteristics of large loss, heavy dust and low efficiency of traditional bulk transport mode. At present, the compatibility of general container and bulk cargo is low, and the general container is designed according to the packaging goods, which causes the end and side wall of the general container to be subjected to the pressure of goods exceeding the design standard during the process of loading and transporting bulk cargo, and the front end and both sides are inflated, deformed and damaged, etc. The end and side wall damage accidents frequently occur in the operation of part of the port container, and the average accident rate is as high as two digits. It causes serious economic loss and affects the port operation efficiency, and causes great transportation safety hidden danger. At the same time, the front end structure and side wall structure of the container are usually made of thin plate, which has low strength and is easy to deform and damage, and the subsequent maintenance is difficult and high in cost.

[0003] In view of this, the utility model is provided. CONTENT OF UTILITY MODEL

[0004] The utility model aims at providing a container with reinforcing structure to solve the technical problems existing in the prior art.

[0005] In order to achieve the above-mentioned purpose, the utility model adopts the technical scheme of a container with reinforcing structure, which comprises: a front end wall, the front end wall is arranged opposite to the door end wall; two side walls, the two side walls are respectively extended from one end of the front end wall to one end of the door end wall; the front end wall and the side wall are both corrugated plate structures;

[0006] The shape of the end wall peak and the end wall trough of the corrugated plate structure of the front end wall is trapezoidal, the shape of the side wall peak and the side wall trough of the corrugated plate structure of the two side walls is also trapezoidal, the width of the end wall peak and the end wall trough is the same, the width of the side wall peak and the side wall trough is the same, the height of the end wall peak of the front end wall is not less than the height of the side wall peak of the side wall, the width of the end wall peak of the front end wall is not less than the width of the side wall peak of the side wall, the obtuse angle of the trapezoid in the end wall peak and the end wall trough is less than the obtuse angle of the trapezoid in the side wall peak and the side wall trough, and in optional embodiments, the thickness of the front end wall is not less than the thickness of the side wall.

[0007] Optionally, a plurality of end reinforcing beams are attached to the outer surface of the end wall of the corrugated plate structure of the front end wall, and the end reinforcing beams are arranged in the valleys of the end wall.

[0008] Optionally, the plurality of end reinforcing beams are arranged on the outer surface of the end wall near the center of the front end wall, and at least one valley of the end wall near each end of the outer surface of the end wall is free.

[0009] Optionally, the number of valleys of the end wall on the outer surface of the end wall is odd.

[0010] Optionally, a plurality of side reinforcing beams are attached to the inner surface of the side wall of the corrugated plate structure of the side wall, and the side reinforcing beams are arranged in the peaks of the side wall.

[0011] Optionally, the number density of the side reinforcing beams in the peaks of the side wall near one end of the front end wall is greater than the arrangement density of the side reinforcing beams in the peaks of the side wall near one end of the door end wall.

[0012] Optionally, the thickness of the end reinforcing beam is not greater than the height of the valley of the end wall, and the width of the end reinforcing beam is not greater than the width of the valley of the end wall; the thickness of the side reinforcing beam is not greater than the height of the peak of the side wall, and the width of the side reinforcing beam is not greater than the width of the peak of the side wall.

[0013] Optionally, the container further comprises a top wall and a bottom wall; the front end wall, the two side walls, the top wall and the bottom wall are made of the same material.

[0014] The beneficial effects of the present application are as follows:

[0015] (1) The present application improves the overall strength of the container by arranging the reinforcing beams in the valleys of the outer side of the front end wall and in the peaks of the inner side of the side wall.

[0016] (2) The present application arranges the reinforcing beams in the valleys of the corrugated plate of the front end wall, i.e. the density in the middle is greater than that on both sides; the reinforcing beams in the peaks of the corrugated plate of the side wall are arranged near the front end wall, i.e. the density on the front side of the side wall is greater than that on the back side of the side wall; the two arrangement methods can save materials and reduce costs while ensuring sufficient strength of the front end wall and the side wall. BRIEF DESCRIPTION OF DRAWINGS

[0017] In order to more clearly illustrate the technical scheme in the embodiments of the present application, the drawings needed to be used in the embodiments or prior art description will be briefly introduced as follows. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without any creative effort.

[0018] Figure 1 The front end wall structure schematic diagram of the container with the reinforcing structure provided by an embodiment of the present application is shown.

[0019] Figure 2 The side wall structure schematic diagram of the container with the reinforcing structure provided by an embodiment of the present application is shown.

[0020] In the drawings, the reference signs are as follows:

[0021] 101 - front end wall, 1011 - end wall inner face, 1012 - end wall outer face, 1013 - end wall trough, 1014 - end wall crest; 102 - top cross beam; 103 - end reinforcing beam; 104 - bottom cross beam; 201 - side wall, 2011 - side wall inner face, 2012 - side wall outer face, 2013 - side wall trough, 2014 - side wall crest; 202 - top side beam; 203 - side reinforcing beam; 204 - bottom side beam. DETAILED DESCRIPTION

[0022] In order to make the technical problems, technical schemes and beneficial effects to be solved by the present application more clearly understood, the present application will be further described in detail below with reference to the drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and should not be used to limit the present application.

[0023] It should be noted that when a component is referred to as "fixed to" or "disposed on" another component, it can be directly or indirectly on the other component. When a component is referred to as "connected to" another component, it can be directly or indirectly connected to the other component. The terms "up", "down", "left", "right", "front", "back", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate the orientation or position based on the orientation or position shown in the drawings, and are only for convenience of description, and cannot be understood as a limitation on the technical scheme. The terms "first", "second" are only for the purpose of convenience of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features. The meaning of "multiple" is two or more, and the meaning of "several" is any number including one, unless otherwise specifically limited.

[0024] Please refer to the drawings Figures 1-2The container with the reinforced structure comprises a front end wall 101, which is arranged opposite to a door end wall; two side walls 201, which respectively extend from one end of the front end wall 101 to one end of the door end wall; the front end wall 101 and the side walls 201 are all corrugated plate structures; the shapes of the end wall peaks 1014 and the end wall valleys 1013 of the corrugated plate structure of the front end wall 101 are trapezoidal, and the shapes of the side wall peaks 2014 and the side wall valleys 2013 of the corrugated plate structure of the two side walls 201 are also trapezoidal.

[0025] In the embodiment, the container further comprises a top wall and a bottom wall; the front end wall 101, the two side walls 201, the top wall and the bottom wall are made of the same material. In use, the front end wall 101 is subjected to greater force than the two side walls 201, and the thickness of the front end wall 101 is not less than that of the side walls 201 in the embodiment, so that the strength of the front end wall 101 is greater than that of the side walls 201, and the front end wall 101 can withstand greater force. It should be pointed out that, in the case that the front end wall 101 and the side walls 201 are made of the same material and the heights and widths of the peaks and valleys are all the same, the smaller the obtuse angle in the trapezoidal corrugated plate, the greater the strength of the corrugated plate. In the embodiment, the width of the end wall peak 1014 is the same as that of the end wall valley 1013; the width of the side wall peak 2014 is the same as that of the side wall valley 2013; the height of the end wall peak 1014 of the front end wall 101 is not less than that of the side wall peak 2014 of the side wall 201; the width of the end wall peak 1014 of the front end wall 101 is not less than that of the side wall peak 2014 of the side wall 201; and the obtuse angle in the trapezoidal end wall peak 1014 and the end wall valley 1013 is smaller than that in the trapezoidal side wall peak 2014 and the side wall valley 2013, so that the strength of the front end wall 101 is further greater than that of the side walls 201, and the front end wall 101 can withstand greater force. In the preferred embodiment, the width of the end wall peak 1014 is the same as that of the end wall valley 1013; the width of the side wall peak 2014 is the same as that of the side wall valley 2013; the height of the end wall peak 1014 of the front end wall 101 is equal to that of the side wall peak 2014 of the side wall 201; the width of the end wall peak 1014 of the front end wall 101 is equal to that of the side wall peak 2014 of the side wall 201; and the obtuse angle in the trapezoidal end wall peak 1014 and the end wall valley 1013 is smaller than that in the trapezoidal side wall peak 2014 and the side wall valley 2013.

[0026] Further, the end wall outer surface 1012 of the corrugated plate structure of the front end wall 101 is attached with a plurality of end reinforcing beams 103, which are arranged in the end wall valleys 1013. The number of the end wall valleys 1013 on the end wall outer surface 1012 is odd. It should be noted that since the stress of the front end wall 101 is concentrated near the center, under the premise that the front end wall 101 meets the stress requirement, the plurality of end reinforcing beams 103 in the embodiment are arranged near the center of the end wall outer surface 1012, and at least one end wall valley 1013 near each end of the end wall outer surface 1012 is idle, thereby saving materials and reducing the manufacturing cost of the container. In the embodiment, referring to FIG. 1, the number of the end wall valleys 1013 on the end wall outer surface 1012 is 7, and 5 end reinforcing beams 103 are arranged in the 5 end wall valleys 1013 near the center, and one end wall valley 1013 at each end of the end wall outer surface 1012 is not arranged with an end reinforcing beam 103 and is in an idle state. Figure 1

[0027] In addition, the side wall inner surface 2011 of the corrugated plate structure of the side wall 201 is attached with a plurality of side reinforcing beams 203, which are arranged in the side wall peaks 2014. Since the force required to be borne by the front side of the side wall 201 is greater than that required to be borne by the rear side of the side wall 201, in the embodiment, the number density of the side reinforcing beams 203 in the side wall peaks 2014 near one end of the front end wall 101 of the side wall inner surface 2011 is greater than that of the side reinforcing beams 203 in the side wall peaks 2014 near one end of the door end wall of the side wall inner surface 2011. Under the condition that the side wall 201 has sufficient strength, material is saved and cost is reduced. In the embodiment, only one side wall peak 2014 near the front end wall is idle, and 3 side wall peaks 2014 near the door end wall of the container are idle.

[0028] Finally, the thickness of the end reinforcing beam 103 is not greater than the thickness of the end wall valley 1013, and the width of the end reinforcing beam 103 is not greater than the width of the end wall valley 1013, which does not affect the internal accommodation space of the container; the thickness of the side reinforcing beam 203 is not greater than the thickness of the side wall peak 2014, and the width of the side reinforcing beam 203 is not greater than the width of the side wall peak 2014, which ensures the overall aesthetic appearance.

[0029] The above is only a preferred embodiment of the present application, and is not intended to limit the present application. Any modification, equivalent replacement and improvement made within the spirit and principle of the present application shall be included in the protection scope of the present application.​

Claims

1. A container with a reinforced structure, comprising: Front end wall (101), which is disposed opposite to the end wall of the cabinet door; Two side walls (201) extend from one end of the front wall (101) to one end of the door end wall; both the front wall (101) and the side walls (201) are corrugated plate structures. The feature is that the end wall crests (1014) and end wall troughs (1013) of the corrugated plate structure of the front end wall (101) are trapezoidal in shape, and the side wall crests (2014) and side wall troughs (2013) of the corrugated plate structures of the two side walls (201) are also trapezoidal in shape; and the widths of the end wall crests (1014) and end wall troughs (1013) are the same; the widths of the side wall crests (2014) and side wall troughs (2013) are the same. The height of the end wall crest (1014) of the front end wall (101) is not less than the height of the side wall crest (2014) of the side wall (201), and the width of the end wall crest (1014) of the front end wall (101) is not less than the width of the side wall crest (2014) of the side wall (201); the trapezoidal obtuse angle in the end wall crest (1014) and end wall trough (1013) is smaller than the trapezoidal obtuse angle in the side wall crest (2014) and side wall trough (2013).

2. The container with a reinforced structure as described in claim 1, characterized in that, The thickness of the front wall (101) is not less than the thickness of the side wall (201).

3. The container with a reinforced structure as described in claim 1, characterized in that, Multiple end reinforcing beams (103) are attached to the outer side (1012) of the corrugated plate structure of the front end wall (101), and the end reinforcing beams (103) are arranged in the troughs (1013) of the end wall.

4. The container with a reinforced structure as described in claim 3, characterized in that, Multiple end reinforcing beams (103) are centrally located on the outer side of the end wall (1012) near the center of the front end wall (101); at least one end wall trough (1013) on the outer side of the end wall (1012) near each end is open.

5. The container with a reinforced structure as described in claim 3, characterized in that, The number of endwall valleys (1013) on the outer side (1012) of the endwall is odd.

6. The container with a reinforced structure as described in claim 4, characterized in that, Multiple side reinforcing beams (203) are attached to the inner surface (2011) of the corrugated plate structure of the sidewall (201), and the side reinforcing beams (203) are arranged in the sidewall crests (2014).

7. The container with a reinforced structure as described in claim 6, characterized in that, The density of the side reinforcing beams (203) in the side wall crests (2014) near the front end wall (101) on the inner side wall surface (2011) of the side wall (201) is greater than the density of the side reinforcing beams (203) in the side wall crests (2014) near the end wall of the door.

8. The container with a reinforced structure as described in claim 7, characterized in that, The thickness of the end reinforcing beam (103) is not greater than the height of the end wall trough (1013), and the width of the end reinforcing beam (103) is not greater than the width of the end wall trough (1013); the thickness of the side reinforcing beam (203) is not greater than the height of the side wall peak (2014), and the width of the side reinforcing beam (203) is not greater than the width of the side wall peak (2014).

9. The container with a reinforced structure as described in claim 7, characterized in that, The container also includes a top wall and a bottom wall; the front wall (101), the two side walls (201), the top wall and the bottom wall are made of the same material.

Images