Bottom plate suitable for container house and container house

By designing a container room floor structure including panels, main frames, secondary beams and reinforced beams, the problem of insufficient support strength of the existing floor is solved, and higher overall support strength and stability are achieved.

CN223034199UActive Publication Date: 2025-06-27GUANGDONG GUANGSHE MODULAR CONSTR CO LTD
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Patent Information

Application Number
CN202422268124.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-14
Publication Date
2025-06-27
Estimated Expiration
2034-09-14

AI Technical Summary

Technical Problem

The support strength of the existing container house floor is insufficient, making it difficult to maintain stability when subjected to heavy loads, reducing the risk of deformation and damage.

Method used

A bottom plate structure including panels, main frames, secondary beams and reinforced beams was designed. The main frame consists of two transverse main beams, two longitudinal main beams and four angle steels. It is connected to the transverse main beams through reinforced beams and abuts with the secondary beams to form a stable support network.

Benefits of technology

Through this structural design, the bottom plate is subjected to a uniform force in all directions, which improves the overall support strength, enhances lateral stability and longitudinal load-bearing capacity, and reduces the risk of deformation and damage.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model is applicable to the field of container houses, and discloses a bottom plate applicable to a container house and the container house, the container house comprises the bottom plate and a house body arranged on the bottom plate, the bottom plate comprises a panel, a main frame, a secondary beam and a reinforcing beam, the main frame comprises two transverse main beams, two longitudinal main beams and four steel angles, each longitudinal main beam comprises an upper horizontal part, a first lower horizontal part and a vertical part, a convex part is arranged on the upper horizontal part, the first lower horizontal part is bent upwards and outwards from the edge to form a second lower horizontal part, the structure of the transverse main beams is the same as that of the longitudinal main beams, and the secondary beams are arranged between the upper horizontal parts and the second lower horizontal parts of the two longitudinal main beams. The two ends of the secondary beam are connected with the vertical portions of the two longitudinal main beams respectively, the bottom of the secondary beam abuts against the reinforcing beam, the panel is installed above the secondary beam and located on the inner sides of the protruding portions of the two transverse main beams and the protruding portions of the two longitudinal main beams, and the overall supporting strength of the bottom plate is high.
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Description

Technical Field

[0001] The utility model relates to the field of container houses, in particular to a bottom plate suitable for container houses and a container house. Background Art

[0002] A container is a large loading container with a certain strength, stiffness and specification for special turnover use, mainly used for the transportation of goods. Since there is a certain accommodation space in the container, people gradually transform it into a container house for living, with the cost much lower than that of ordinary commercial housing and convenient for construction and transportation. Existing container houses mainly consist of corner posts, columns, wall panels, roof panels and bottom plates. The ground of the container house is generally welded into a frame by four corner posts and four bottom beams, and then a cement board, waterproof material, etc. are laid on it.

[0003] However, the existing container bottom plates have problems such as insufficient support strength. Summary of the Utility Model

[0004] The first object of the utility model is to provide a bottom plate suitable for container houses, aiming to solve the technical problem of insufficient support strength of the existing container bottom plates.

[0005] To achieve the above object, the solution provided by the utility model is:

[0006] A bottom plate suitable for container houses includes a panel, a main frame, secondary beams and strengthening beams. The main frame includes two transverse main beams, two longitudinal main beams and four angle steels. The longitudinal main beams are connected to the transverse main beams through angle steels. The longitudinal main beam includes an upper horizontal part, a first lower horizontal part and a vertical part connecting the upper horizontal part and the first lower horizontal part. A convex part is arranged on the upper horizontal part. The first lower horizontal part bends upward and outward from the edge to form a second lower horizontal part. The structure of the transverse main beam is the same as that of the longitudinal main beam. The distance between the upper horizontal part and the second horizontal part of the transverse main beam is less than the distance between the upper horizontal part and the second horizontal part of the longitudinal main beam. The two ends of the strengthening beam are respectively connected to the vertical parts of the two transverse main beams, and the strengthening beam is located above the second horizontal part of the transverse main beam. The secondary beams are arranged between the upper horizontal parts and the second lower horizontal parts of the two longitudinal main beams. The two ends of the secondary beams are respectively connected to the vertical parts of the two longitudinal main beams, and the bottom of the secondary beam abuts against the strengthening beam. The outer peripheral edge of the panel is convexly provided with an extension part. The panel is installed above the secondary beam, and the extension part is installed on the upper horizontal parts of the two transverse main beams and the upper horizontal parts of the two longitudinal main beams and is located inside the convex part.

[0007] Preferably, the panel includes a cement layer and a color steel layer. The cement layer is installed on the secondary beam, and the color steel layer is welded on the cement layer.

[0008] Preferably, the panel further includes an anti-slip layer arranged on the color steel layer.

[0009] Preferably, the anti-slip layer is a rubber layer.

[0010] Preferably, the secondary beam includes a first flat portion, a first inclined portion, a second inclined portion, a second flat portion and a third flat portion. The first inclined portion and the second inclined portion are respectively arranged on both sides of the first flat portion. The second flat portion is arranged outside one end of the first inclined portion away from the first flat portion. The third flat portion is arranged outside one end of the second inclined portion away from the first flat portion. The second flat portion and the third flat portion are respectively in contact with the strengthening beam.

[0011] Preferably, it further includes two groups of reinforcing ribs. One group of reinforcing ribs is inclined and arranged between one longitudinal main beam and the strengthening beam, and the other group of reinforcing ribs is inclined and arranged between the other longitudinal main beam and the strengthening beam.

[0012] Preferably, each group of reinforcing ribs is provided with a plurality of reinforcing ribs. The spans of the plurality of reinforcing ribs jointly cover all the secondary beams, and each reinforcing rib is in contact with the secondary beam.

[0013] Preferably, it further includes a reinforcing rib. The reinforcing rib and the strengthening beam are arranged on the same plane. The reinforcing rib extends obliquely from the second horizontal portion of one longitudinal main beam to the second horizontal portion of the other longitudinal main beam, and the span of the reinforcing rib covers all the secondary beams. The reinforcing rib is in contact with the secondary beam.

[0014] The second object of the present utility model is to provide a container house, which includes a bottom plate and a house body arranged on the bottom plate. The bottom plate adopts the bottom plate applicable to the container house as described above.

[0015] The bottom plate provided by the present utility model includes a panel, a main frame, secondary beams and strengthening beams. The strong main frame composed of two transverse main beams, two longitudinal main beams and four angle steels provides a strong support foundation for the whole bottom plate, ensuring that the bottom plate can maintain stability when bearing heavy loads, reducing the risk of deformation and damage. Moreover, the strengthening beam is connected to the two transverse main beams and is in contact with the secondary beams, which can form a stable support network, not only enhancing the lateral stability of the bottom plate, but also improving its longitudinal load-bearing capacity, enabling the bottom plate to be uniformly stressed in all directions, thereby improving the overall support strength of the bottom plate. Description of the Drawings

[0016] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings required for use in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on the structures shown in these drawings.

[0017] Figure 1 It is a top view of the bottom plate applicable to a container house provided by an embodiment of the present invention;

[0018] Figure 2 It is a combined schematic diagram of the main frame, secondary beams, strengthening beams and reinforcing ribs provided by an embodiment of the present invention;

[0019] Figure 3 It is a front view of the longitudinal main beam, secondary beams and panel provided by an embodiment of the present invention;

[0020] Figure 4 It is a side view of the secondary beam provided by an embodiment of the present invention.

[0021] Explanation of the reference numerals in the drawings:

[0022] 10. Main frame; 11. Transverse main beam; 12. Longitudinal main beam; 121. Upper horizontal part; 1211. Protruding part; 122. First lower horizontal part; 123. Vertical part; 124. Second lower horizontal part; 13. Angle steel; 20. Secondary beam; 21. First flat part; 22. First inclined face part; 23. Second inclined face part; 24. Second flat part; 25. Third flat part; 30. Strengthening beam; 40. Panel; 41. Cement layer; 42. Color steel layer; 43. Anti-slip layer; 44. Extension part; 50. Reinforcing rib. Detailed implementation manners

[0023] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the drawings in the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, rather than all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present invention.

[0024] It should be noted that all directional indications (such as up, down, left, right, front, back...) in the embodiments of the present invention are only used to explain the relative positional relationship and movement conditions between components in a specific posture (as shown in the drawings). If this specific posture changes, the directional indications will also change accordingly.

[0025] It should also be noted that when an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or there may be an intermediate element present at the same time. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or there may be an intermediate element present at the same time.

[0026] In addition, the descriptions involving "first", "second", etc. in the present utility model are only for descriptive purposes and should not be construed as indicating or implying their relative importance or implicitly specifying the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions between various embodiments can be combined with each other, but it must be based on the fact that those of ordinary skill in the art can implement them. When the combination of technical solutions results in contradictions or cannot be implemented, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection required by the present utility model.

[0027] As Figures 1 to 4 shown, it is the bottom plate applicable to a container house according to an embodiment of the present utility model. Figure 3 In it, the transverse main beam 11 is not shown.

[0028] Please refer to Figures 1 - 3 , the bottom plate applicable to a container house according to an embodiment of the present utility model includes a panel 40, a main frame 10, secondary beams 20 and strengthening beams 30. The main frame 10 includes two transverse main beams 11, two longitudinal main beams 12 and four angle steels 13. The longitudinal main beams 12 are connected to the transverse main beams 11 through the angle steels 13. The longitudinal main beam 12 includes an upper horizontal portion 121, a first lower horizontal portion 122 and a vertical portion 123 connecting the upper horizontal portion 121 and the first lower horizontal portion 122. A convex portion 1211 is provided on the upper horizontal portion 121. The first lower horizontal portion 122 bends upward and outward from the edge to form a second lower horizontal portion 124. The structure of the transverse main beam 11 is the same as that of the longitudinal main beam 12. The distance between the upper horizontal portion 121 of the transverse main beam 11 and the second horizontal portion is smaller than the distance between the upper horizontal portion 121 of the longitudinal main beam 12 and the second horizontal portion. Both ends of the strengthening beam 30 are respectively connected to the vertical portions 123 of the two transverse main beams 11, and the strengthening beam 30 is located above the second horizontal portion of the transverse main beam 11. The secondary beams 20 are disposed between the upper horizontal portions 121 and the second lower horizontal portions 124 of the two longitudinal main beams 12. Both ends of the secondary beams 20 are respectively connected to the vertical portions 123 of the two longitudinal main beams 12, and the bottom of the secondary beams 20 abuts against the strengthening beam 30. The outer peripheral edge of the panel 40 is convexly provided with an extension portion 44. The panel 40 is installed above the secondary beams 20, and the extension portion 44 is installed on the upper horizontal portions 121 of the two transverse main beams 11 and the upper horizontal portions 121 of the two longitudinal main beams 12 and is located inside the convex portion 1211.

[0029] In this embodiment, the number of secondary beams 20 is set according to the length of the longitudinal main beam 12. The longer the longitudinal main beam 12 is, the more secondary beams 20 are required. The multiple secondary beams 20 are evenly distributed along the longitudinal direction on the longitudinal main beam 12.

[0030] In this embodiment, the number of strengthening beams 30 is set according to the length of the transverse main beam 11. The longer the transverse main beam 11 is, the more strengthening beams 30 are required. The multiple strengthening beams 30 are evenly distributed along the transverse direction on the transverse main beam 11.

[0031] In this embodiment, two strengthening beams 30 are provided, and the two strengthening beams 30 are evenly distributed along the transverse direction on the transverse main beam 11. One strengthening beam 30 can also be provided. When there is only one strengthening beam 30, the strengthening beam 30 is arranged in the middle of the transverse main beam 11.

[0032] The bottom plate of the embodiment of the present utility model includes a panel 40, a main frame 10, secondary beams 20 and strengthening beams 30. The strong main frame 10 formed by two transverse main beams 11, two longitudinal main beams 12 and four angle steels 13 provides a strong support foundation for the entire bottom plate, ensuring that the bottom plate can remain stable when bearing heavy loads, reducing the risk of deformation and damage. Moreover, the strengthening beams 30 are connected to the two transverse main beams 11 and abut against the secondary beams 20, capable of forming a stable support network, not only enhancing the transverse stability of the bottom plate, but also improving its longitudinal load-bearing capacity, enabling the bottom plate to be evenly stressed in all directions, thereby improving the overall support strength of the bottom plate.

[0033] Please refer to Figure 1 and Figure 3 As shown, exemplarily, in some embodiments, the panel 40 includes a cement layer 41 and a color steel layer 42. The color steel layer 42 is welded to the cement layer 41, and the cement layer 41 is installed on the secondary beam 20. As the base layer of the panel 40, the cement layer 41 provides good strength and durability. The cement material has high compressive, flexural and shear strengths and can withstand large loads without being easily damaged. This enables the panel 40 to maintain stable performance during long-term use and is not prone to problems such as deformation or cracking. The color steel layer 42 is tightly combined with the cement layer 41 by welding, further enhancing the overall strength of the panel 40.

[0034] Furthermore, the panel 40 further includes an anti-slip layer 43 provided on the color steel layer 42. The main function of the anti-slip layer 43 is to increase the friction coefficient on the surface of the panel 40, prevent people or objects from sliding or falling on the panel 40, contribute to improving the safety of the panel 40 and reducing the risk of accidents.

[0035] In this embodiment, the anti-slip layer 43 is a rubber layer. The rubber layer has good anti-slip performance and high wear resistance, and can resist the wear caused by long-term use and frequent friction.

[0036] The anti-slip layer 43 can also be a PVC floor glue layer. The PVC floor glue has strong wear resistance, good antibacterial performance, is not prone to moth-eaten and mildew, and has the characteristics of anti-slip, good elasticity, and can provide better safety.

[0037] In this embodiment, for the convenience of installation, the panel 40 can be set as an integral type or a split type. For example, the panel 40 can be set into five pieces along the longitudinal direction. When the panel 40 is set as a split type, the extension part 44 is arranged at the position where each panel 40 contacts the transverse main beam 11 and the longitudinal main beam 12.

[0038] Please refer to Figure 4 As shown, exemplarily, in some embodiments, the secondary beam 20 is in a shape of a capital "J". The secondary beam 20 includes a first flat part 21, a first inclined part 22, a second inclined part 23, a second flat part 24 and a third flat part 25. The first inclined part 22 and the second inclined part 23 are respectively arranged on both sides of the first flat part 21. The second flat part 24 is arranged outside the end of the first inclined part 22 far away from the first flat part 21. The third flat part 25 is arranged outside the end of the second inclined part 23 far away from the first flat part 21. The second flat part 24 and the third flat part 25 are respectively in contact with the strengthening beam 30. By increasing the design of the inclined part, the secondary beam 20 can provide more support in the direction perpendicular to its length, thereby enhancing the stiffness and stability of the entire structure.

[0039] Please refer to Figure 2 As shown, exemplarily, in some embodiments, the bottom plate applicable to the container house further includes a reinforcing rib 50. Both ends of the reinforcing rib 50 are respectively connected to the second horizontal parts of the two longitudinal main beams 12, or one end of the reinforcing rib 50 is connected to the second horizontal part of the longitudinal main beam 12, and the other end is connected to the strengthening beam 30. By arranging the reinforcing rib 50, the load borne by the bottom of the bottom plate can be further dispersed, avoiding stress concentration, and thereby enhancing the bearing capacity of the entire bottom plate.

[0040] Exemplarily, two groups of reinforcing ribs 50 are arranged. One group of reinforcing ribs is inclined and arranged between one longitudinal main beam 12 and the strengthening beam 30, and the other group of reinforcing ribs is inclined and arranged between the other longitudinal main beam 12 and the strengthening beam 30.

[0041] In each group of reinforcing ribs, the number of the reinforcing ribs 50 can be set according to actual requirements. Each group of reinforcing ribs can be provided with only one reinforcing rib 50 whose span can cover all the secondary beams 20, or multiple reinforcing ribs 50 can be provided. The spans of the multiple reinforcing ribs 50 jointly cover all the secondary beams 20, and the reinforcing ribs 50 are in contact with the secondary beams 20. For example, when there are nine secondary beams 20, in each group of reinforcing ribs, the number of the reinforcing ribs 50 is three. The span of one reinforcing rib 50 covers three secondary beams 20, and the spans of the three reinforcing ribs 50 jointly cover all the secondary beams 20. Another example is that the number of each group of reinforcing ribs 50 is one, and the span of one reinforcing rib 50 covers nine secondary beams 20.

[0042] Exemplarily, only one group of reinforcing ribs 50 is provided. The two ends of the reinforcing ribs 50 in this group of reinforcing ribs 50 are respectively connected to the second horizontal parts of the two longitudinal main beams 12.

[0043] Similarly, in this group of reinforcing ribs, the number of the reinforcing ribs 50 can be set according to actual requirements. This group of reinforcing ribs can be provided with only one reinforcing rib 50 whose span can cover all the secondary beams 20, or multiple reinforcing ribs 50 can be provided. The spans of the multiple reinforcing ribs 50 jointly cover all the secondary beams 20. For example, when there are nine secondary beams 20, the number of the reinforcing ribs 50 in this group of reinforcing ribs 50 is three. The span of one reinforcing rib 50 covers three secondary beams 20, and the spans of the three reinforcing ribs 50 jointly cover all the secondary beams 20. Another example is that the number of each group of reinforcing ribs 50 is one, and the span of one reinforcing rib 50 covers nine secondary beams 20.

[0044] Please refer to Figures 1 - 4 As shown, the embodiment of the present utility model further provides a container house. The container house includes a bottom plate and a house body (not shown in the figure) arranged on the bottom plate. The bottom plate adopts the bottom plate applicable to the container house as described above, and details are not described herein again.

[0045] The container house of this embodiment includes a bottom plate and a house body arranged on the bottom plate. The bottom plate includes a panel 40, a main frame 10, secondary beams 20 and reinforcing beams 30. Two transverse main beams 11, two longitudinal main beams 12 and four angle steels 13 form a strong main frame 10, providing a strong support foundation for the entire bottom plate, ensuring that the bottom plate can remain stable when bearing heavy loads, reducing the risk of deformation and damage. Moreover, the reinforcing beams 30 are connected to the two transverse main beams 11 and are in contact with the secondary beams 20, and can form a stable support network, not only enhancing the lateral stability of the bottom plate, but also improving its longitudinal bearing capacity, enabling the bottom plate to be evenly stressed in all directions, thereby improving the overall support strength of the bottom plate.

[0046] The above are only the preferred embodiments of the present utility model, and thus do not limit the patent scope of the present utility model. Any equivalent structural transformation made under the inventive concept of the present utility model by using the content of the specification and drawings of the present utility model, or any direct / indirect application in other related technical fields, is included in the patent protection scope of the present utility model.

Claims

1. A bottom plate suitable for a container house, characterized in that: The invention comprises a panel, a main frame, a secondary beam and a reinforcing beam, wherein the main frame comprises two transverse main beams, two longitudinal main beams and four angle steels, the longitudinal main beams are connected to the transverse main beams through the angle steels, the longitudinal main beams comprise an upper horizontal portion, a first lower horizontal portion and a vertical portion connecting the upper horizontal portion and the first lower horizontal portion, a convex portion is arranged on the upper horizontal portion, the first lower horizontal portion is bent upward and outward from an edge to form a second lower horizontal portion, the structure of the transverse main beam is the same as that of the longitudinal main beam, and the spacing between the upper horizontal portion and the second horizontal portion of the transverse main beam is smaller than that of the longitudinal main beam The spacing between the upper horizontal part and the second horizontal part, the two ends of the reinforcing beam are respectively connected to the vertical parts of the two transverse main beams, and the reinforcing beam is located above the second horizontal part of the transverse main beam, the secondary beam is arranged between the upper horizontal part and the second lower horizontal part of the two longitudinal main beams, the two ends of the secondary beam are respectively connected to the vertical parts of the two longitudinal main beams, and the bottom of the secondary beam abuts against the reinforcing beam, an extension part is convexly provided on the outer peripheral edge of the panel, the panel is installed above the secondary beam, and the extension part is installed on the upper horizontal parts of the two transverse main beams and the upper horizontal parts of the two longitudinal main beams, and is located on the inner side of the raised part.

2. The bottom plate suitable for container house according to claim 1, characterized in that: The panel comprises a cement layer and a color steel layer, wherein the cement layer is installed on the secondary beam, and the color steel layer is welded on the cement layer.

3. The bottom plate suitable for container house according to claim 2, characterized in that: The panel also includes an anti-slip layer arranged on the color steel layer.

4. The bottom plate suitable for container house according to claim 3, characterized in that: The anti-slip layer is a rubber layer.

5. The bottom plate suitable for container house according to claim 1, characterized in that: The secondary beam includes a first plane portion, a first inclined portion, a second inclined portion, a second plane portion and a third plane portion, the first inclined portion and the second inclined portion are respectively arranged on both sides of the first plane portion, the second plane portion is arranged on the outer side of an end of the first inclined portion away from the first plane portion, the third plane portion is arranged on the outer side of an end of the second inclined portion away from the first plane portion, and the second plane portion and the third plane portion are respectively abutted against the reinforcing beam.

6. The bottom plate suitable for container house according to claim 1, characterized in that: It also includes two groups of reinforcing ribs, one group of which is obliquely arranged between one of the longitudinal main beams and the reinforcing beam, and the other group of which is obliquely arranged between the other longitudinal main beam and the reinforcing beam.

7. The bottom plate suitable for container house according to claim 6, characterized in that: Each group of reinforcing ribs is provided with a plurality of reinforcing ribs, the spans of the plurality of reinforcing ribs jointly cover all the secondary beams, and each of the reinforcing ribs abuts against the secondary beams.

8. The bottom plate suitable for container house according to claim 1, characterized in that: It also includes reinforcing ribs, which are arranged on the same plane as the reinforcing beams. The reinforcing ribs extend obliquely from the second horizontal portion of one of the longitudinal main beams to the second horizontal portion of another longitudinal main beam, and the span of the reinforcing ribs covers all the secondary beams, and the reinforcing ribs abut against the secondary beams.

9. A container house, characterized in that: The container house comprises a bottom plate and a house body arranged on the bottom plate, and the bottom plate is the bottom plate applicable to the container house as described in any one of claims 1 to 8.