CN201165407Y - container bottom beam - Google Patents
container bottom beam Download PDFInfo
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- CN201165407Y CN201165407Y CNU2008200063138U CN200820006313U CN201165407Y CN 201165407 Y CN201165407 Y CN 201165407Y CN U2008200063138 U CNU2008200063138 U CN U2008200063138U CN 200820006313 U CN200820006313 U CN 200820006313U CN 201165407 Y CN201165407 Y CN 201165407Y
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Abstract
本实用新型公开了一种集装箱底横梁,所述底横梁的横截面呈“工”字形,该底横梁的金属材料强度为450MPa~1000MPa,所述工字形的底横梁的上下两翼板在该底横梁横截面上的宽度为20mm~80mm,所述工字形的底横梁的腹板在该底横梁横截面上的高度为80mm~130mm,且该上下两翼板、该腹板在该底横梁横截面上的厚度为2mm~4.5mm。该集装箱底架的底横梁具有强度高、重量轻等优点。
The utility model discloses a bottom beam of a container. The cross section of the bottom beam is in the shape of "I", the metal material strength of the bottom beam is 450MPa-1000MPa, and the upper and lower wings of the I-shaped bottom beam are on the bottom. The width on the cross-section of the cross-beam is 20mm-80mm, the height of the web of the I-shaped bottom cross-beam on the cross-section of the bottom cross-beam is 80mm-130mm, and the upper and lower wings and the web are in the cross-section of the bottom cross-beam The upper thickness is 2mm to 4.5mm. The bottom beam of the container underframe has the advantages of high strength, light weight and the like.
Description
技术领域 technical field
本实用新型涉及一种集装箱底横梁。The utility model relates to a container bottom beam.
背景技术 Background technique
参见图1,集装箱通常包括用于装载货物的底架1′,该底架1′包括位于其集装箱左右两侧的底侧梁11′和横向设置于该底侧梁11′之间的多根底横梁12′,在该底横梁12′上设置有地板2。Referring to Fig. 1, a container generally includes an underframe 1' for loading goods, and the underframe 1' includes bottom side beams 11' positioned on the left and right sides of the container and a plurality of bottom beams 11' transversely arranged between the bottom side beams 11'. A crossbeam 12' on which the floor 2 is arranged.
结合参见图2,现有的底横梁12′的横截面大致呈“C”字形,由于在装载货物时,在货物的重力作用下,该底架1′往往要承受很大的压力,为了使该底架1′在压力作用下发生的变形符合ISO要求,现有的做法是通过采取增加该底横梁12′横截面面积的方式,来提高该底架1′的整体强度;然而,虽然增加该底横梁12′的横截面面积有助于该整体底架1′的强度,但是,由于该底横梁12′的横截面面积增加,该底横梁12′的重量也随之增加,从而使得该集装箱的制造成本增加,因此,从节约集装箱制造成本、提高集装箱底架强度出发,有必要对现有的集装箱以及该集装箱的底横梁结构进行改进。Referring to Fig. 2, the cross-section of the existing bottom cross beam 12' is roughly in the shape of a "C". Since the bottom frame 1' often bears a lot of pressure under the gravity of the goods when loading goods, in order to make the The deformation of the underframe 1' under the action of pressure meets the ISO requirements. The existing method is to increase the overall strength of the underframe 1' by increasing the cross-sectional area of the bottom beam 12'; however, although the increase The cross-sectional area of the bottom beam 12' contributes to the strength of the overall chassis 1', however, as the cross-sectional area of the bottom beam 12' increases, the weight of the bottom beam 12' also increases, so that the The manufacturing cost of the container increases. Therefore, in order to save the manufacturing cost of the container and increase the strength of the container chassis, it is necessary to improve the existing container and the bottom beam structure of the container.
发明内容 Contents of the invention
本实用新型要解决的技术问题是提供一种集装箱底横梁,该集装箱底横梁在提高该集装箱底架的强度的同时,亦使得其整体重量得以减轻。The technical problem to be solved by the utility model is to provide a container bottom beam, which can reduce the overall weight while improving the strength of the container bottom frame.
为解决上述技术问题,本实用新型采用下述技术方案:该集装箱底横梁的横截面呈“工”字形,该底横梁的金属材料屈服强度为450Mpa~1000Mpa,所述工字形的底横梁的上下两翼板在该底横梁横截面上的宽度为20mm~80mm,所述工字形的底横梁的腹板在该底横梁横截面上的高度为80mm~130mm,且该上下两翼板、该腹板在该底横梁横截面上的厚度为2mm~4.5mm。In order to solve the above-mentioned technical problems, the utility model adopts the following technical scheme: the cross section of the bottom beam of the container is in the shape of "I", the yield strength of the metal material of the bottom beam is 450Mpa-1000Mpa, the upper and lower sides of the I-shaped bottom beam The width of the two wings on the cross section of the bottom beam is 20 mm to 80 mm, the height of the web of the I-shaped bottom beam on the cross section of the bottom beam is 80 mm to 130 mm, and the upper and lower wings and the web are The thickness of the cross-section of the bottom beam is 2mm-4.5mm.
根据本发明的技术构思,上述上翼板的宽度与下翼板的宽度相等。According to the technical idea of the present invention, the width of the above-mentioned upper wing is equal to the width of the lower wing.
根据本发明的技术构思,上述上翼板的宽度与下翼板的宽度不等。According to the technical idea of the present invention, the width of the above-mentioned upper wing is not equal to the width of the lower wing.
根据本发明的技术构思,上述腹板与上、下翼板连接处偏离该上、下翼板的中心,且该连接处与上、下翼板的中心距离小于40mm。According to the technical idea of the present invention, the connection between the web and the upper and lower wings deviates from the center of the upper and lower wings, and the distance between the connection and the center of the upper and lower wings is less than 40 mm.
根据本实用新型的技术构思,上述底横梁的上下两翼板在该底横梁横截面上的宽度为40mm~55mm;其腹板在该底横梁横截面上的高度为122mm,且该上下两翼板、该腹板在该底横梁横截面上的厚度为2.5mm~3.5mm。According to the technical concept of the present utility model, the width of the upper and lower wings of the above-mentioned bottom beam on the cross-section of the bottom beam is 40 mm to 55 mm; the height of its web on the cross-section of the bottom beam is 122 mm, and the upper and lower wings, The thickness of the web on the cross-section of the bottom cross beam is 2.5mm-3.5mm.
根据本实用新型的技术构思,所述上翼板的宽度为55mm、厚度为3.2mm,所述下翼板的宽度为45mm、厚度为3.2mm,所述腹板的厚度为2.5mm。According to the technical concept of the utility model, the width of the upper wing is 55mm and the thickness is 3.2mm, the width of the lower wing is 45mm and the thickness is 3.2mm, and the thickness of the web is 2.5mm.
根据本实用新型的技术构思,所述上翼板的宽度为50mm、厚度为3.2mm,所述下翼板的宽度为40mm、厚度为3.2mm,所述腹板的厚度为2.5mm。According to the technical idea of the utility model, the width of the upper wing is 50 mm and the thickness is 3.2 mm, the width of the lower wing is 40 mm and the thickness is 3.2 mm, and the thickness of the web is 2.5 mm.
根据本实用新型的技术构思,所述上翼板的宽度为40mm、厚度为3.5mm,所述下翼板的宽度为50mm、厚度为3.5mm,所述腹板的厚度为3mm。According to the technical concept of the utility model, the width of the upper wing is 40mm and the thickness is 3.5mm, the width of the lower wing is 50mm and the thickness is 3.5mm, and the thickness of the web is 3mm.
根据本实用新型的技术构思,所述上翼板的宽度为55mm、厚度为3.2mm,所述下翼板的宽度为55mm、厚度为2.5mm,所述腹板的厚度为2.5mm。According to the technical concept of the utility model, the width of the upper wing is 55mm and the thickness is 3.2mm, the width of the lower wing is 55mm and the thickness is 2.5mm, and the thickness of the web is 2.5mm.
与现有技术相比,本实用新型的集装箱底横梁具有下述有益效果:本实用新型的底架的底横梁采用屈服强度为450Mpa~1000Mpa的金属材料,通过改变底横梁的尺寸,降低了该底架重量,在节约了资源的同时,也降低了该底架的生产成本。Compared with the prior art, the container bottom beam of the utility model has the following beneficial effects: the bottom beam of the underframe of the utility model adopts a metal material with a yield strength of 450Mpa to 1000Mpa, and the size of the bottom beam is reduced by changing the size of the bottom beam. The weight of the bottom frame saves resources and also reduces the production cost of the bottom frame.
附图说明 Description of drawings
图1是现有集装箱底架结构的俯视图;Fig. 1 is the top view of existing container underframe structure;
图2是现有集装箱底横梁的结构示意图;Fig. 2 is the structural representation of existing container bottom beam;
图3是本发明集装箱底架结构的俯视图;Fig. 3 is a top view of the container underframe structure of the present invention;
图4是本发明的第一实施例的集装箱底横梁的结构示意图;Fig. 4 is a schematic structural view of the bottom beam of the container according to the first embodiment of the present invention;
图5是本发明的第二实施例集装箱底横梁的结构示意图。Fig. 5 is a schematic structural view of the bottom beam of the container according to the second embodiment of the present invention.
具体实施方式 Detailed ways
参见图3,本实用新型的集装箱包括底架1,该底架1彼此平行的两底侧梁11和横向水平连接于所述两底侧梁11之间的多根底横梁12,在该底横梁上方设置有多块地板2。Referring to Fig. 3, the container of the present utility model comprises an
参见图4,本发明的第一实施例的集装箱底横梁的结构示意图,本实施例中,底横梁12的横截面形状大致呈“工”字形,其包括上下两翼板121、122和一腹板123,其中,该腹板123位于该上下两翼板121、122之间,且其两端分别与该上下两翼板121、122的中心位置相连。Referring to FIG. 4 , a schematic structural view of the bottom beam of a container according to the first embodiment of the present invention. In this embodiment, the cross-sectional shape of the
该底横梁12采用屈服强度为450Mpa~1000Mpa的金属材料而制成,其上下两翼板121、122在该底横梁12横截面的上的宽度(图4中B1、B2所示)为20mm~80mm,该腹板123在该底横梁横截面上的高度(图4中H所示)为80mm~130mm,且该上下两翼板、该腹板的在该底横梁横截面上的厚度(图4中T1、T2、T3所示)为2mm~4.5mm。The
下表列出的是传统的结构的底横梁与本实用新型的底横梁的尺寸的比较及相应的集装箱ISO强度试验结果:What the following table lists is the comparison of the size of the bottom beam of the traditional structure and the bottom beam of the utility model and the corresponding container ISO strength test results:
从以上数表可以看出,传统的底横梁横截面形状大致呈“C”字形,为了满足ISO强度的要求,该传统的底横梁的上下两翼板宽度(图2中B1和B2)均为45mm,其腹板(图2中H)的高度为122mm,该上下两翼板和该腹板的厚度(图2中T1、T2和T3)均为4mm。而本实用新型底横梁12的横截面大致呈“工”字形,其由屈服强度450Mpa~1000Mpa的金属材料而制成,该底横梁的强度比传统CortenA材料强度要高;因此,能通过改变底横梁的尺寸,降低了该底横梁重量,进而降低该底横梁的生产成本;表中给出了其结构的五个典型的实施例,分别简叙如下:It can be seen from the above table that the cross-sectional shape of the traditional bottom beam is roughly "C" shape. In order to meet the ISO strength requirements, the width of the upper and lower wings of the traditional bottom beam (B1 and B2 in Figure 2) are both 45mm , the height of its web (H in Fig. 2) is 122mm, and the thickness (T1, T2 and T3 in Fig. 2) of the upper and lower two wings and the web is 4mm. And the cross-section of the
实施例1:底横梁的上下两翼板121、122宽度(表中B1和B2即图4中所示的B1和B2)不等,其分别为55mm和45mm,其腹板123(表中H即图4中所示的H)的高度为122mm,该上下两翼板121、122的厚度(表中T1和T3即图4中所示的T1和T3)均为3.2mm;而对应的该腹板123的厚度(表中T2即图4中所示的T2)为2.5mm。经试验测试,该种结构的底横梁12能满足ISO对集装箱整体强度的要求。Embodiment 1: the widths of the upper and
实施例2:底横梁的上下两翼板121、122宽度(表中B1和B2即图4中所示的B1和B2)不等,其分别为50mm和40mm,其腹板123(表中H即图4中所示的H)的高度为122mm,该上下两翼板121、122的厚度(表中T1和T3即图4中所示的T1和T3)为3.2mm;而对应的该腹板123的厚度(表中T2即图4中所示的T2)为2.5mm。经试验测试,该种结构的底横梁12能满足ISO对集装箱整体强度的要求。Embodiment 2: the widths of the upper and
实施例3:底横梁的上下两翼板121、122宽度(表中B1和B2即图4中所示的B1和B2)不等,其分别为40mm和50mm,其腹板123(表中H即图4中所示的H)的高度为122mm,该上下两翼板121、122的厚度(表中T1和T3即图4中所示的T1和T3)为3.5mm;而对应的该腹板123的厚度(表中T2即图4中所示的T2)为3mm。经试验测试,该种结构的底横梁12能满足ISO对集装箱整体强度的要求。Embodiment 3: the widths of the upper and
实施例4:该底横梁的上下两翼板121、122宽度(表中B1和B2即图4中所示的B1和B2)相等,均为55mm,其腹板123(表中H即图4中所示的H)的高度为122mm,该上下两翼板121、122的厚度(表中T1和T3即图4中所示的T1和T3)分别为3.2mm和2.5mm;而对应的该腹板123的厚度(表中T2即图4中所示的T2)为2.5mm。经试验测试,该种结构的底横梁12能满足ISO对集装箱整体强度的要求。Embodiment 4: the upper and lower two
以上各实施例分别与传统的底横梁对比发现,本实施例中的底横梁12的上下两翼板121、122和腹板123相比,其厚度明显减薄,从而使得该底横梁12的重量得以减轻,从而节约了制造底横梁12的原材料,降低了其成本。在其应用于集装箱底架上时,可降低该底架的整体重量。Comparing the above embodiments with the traditional bottom beam respectively, it is found that the thickness of the upper and
参见图5,本发明的第二实施例的集装箱底横梁的结构示意图,本实施例的底横梁12与实施例一的底横梁12结构大致相同,其不同之处仅在于,在本实施例中,该底横梁12的腹板123与上、下翼板121、122连接处偏离该上、下翼板121、122的中心,且该连接处偏离该上、下翼板121、122的中心的距离E小于40mm。这样,在保持其它参数相同的情况下,其同样可以达到与第一实施例中的底横梁12相同的效果。Referring to FIG. 5 , it is a schematic structural diagram of the bottom beam of the container in the second embodiment of the present invention. The structure of the
Claims (9)
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CNU2008200063138U CN201165407Y (en) | 2008-01-31 | 2008-01-31 | container bottom beam |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2881339A2 (en) | 2013-12-04 | 2015-06-10 | Muhr und Bender KG | Container and method for producing a container |
CN112154107A (en) * | 2019-01-30 | 2020-12-29 | 爱宕自动车工业株式会社 | Open top container |
-
2008
- 2008-01-31 CN CNU2008200063138U patent/CN201165407Y/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2881339A2 (en) | 2013-12-04 | 2015-06-10 | Muhr und Bender KG | Container and method for producing a container |
DE102013224924A1 (en) | 2013-12-04 | 2015-06-11 | Muhr Und Bender Kg | Container and method for producing a container |
DE102013224924B4 (en) | 2013-12-04 | 2022-05-05 | Muhr Und Bender Kg | Container and method of manufacturing a container |
CN112154107A (en) * | 2019-01-30 | 2020-12-29 | 爱宕自动车工业株式会社 | Open top container |
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