CN203486402U - Container underbed and gooseneck groove structure of container - Google Patents
Container underbed and gooseneck groove structure of container Download PDFInfo
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- CN203486402U CN203486402U CN201320613351.0U CN201320613351U CN203486402U CN 203486402 U CN203486402 U CN 203486402U CN 201320613351 U CN201320613351 U CN 201320613351U CN 203486402 U CN203486402 U CN 203486402U
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- Prior art keywords
- goose neck
- gooseneck
- neck tunnel
- bottom side
- cross beam
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- 244000261422 Lysimachia clethroides Species 0.000 title claims abstract description 259
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000002023 wood Substances 0.000 claims description 15
- 238000005452 bending Methods 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
本实用新型提供一种集装箱底架及集装箱的鹅颈槽结构。该鹅颈槽结构包括：鹅颈槽底横梁，设于集装箱底架的两底侧梁之间；及至少一对鹅颈支撑部，所述各对鹅颈支撑部间隔地固定设置于该鹅颈槽底横梁下表面，所述每对鹅颈支撑部之间与该鹅颈槽底横梁下表面共同限定出鹅颈槽空间。本实用新型的鹅颈槽结构取消了传统的鹅颈槽板，以两个鹅颈支撑部限定出鹅颈槽空间，简化了鹅颈槽结构，大大降低了鹅颈槽的制作难度，降低了成本，使其易于组装，且鹅颈槽结构尺寸小，便于吊运。
The utility model provides a container bottom frame and a gooseneck groove structure of the container. The gooseneck groove structure includes: a gooseneck groove bottom beam, which is arranged between two bottom side beams of the container underframe; The lower surface of the crossbeam at the bottom of the neck groove, the gooseneck groove space is jointly defined between each pair of gooseneck support parts and the lower surface of the crossbeam at the bottom of the gooseneck groove. The gooseneck groove structure of the utility model cancels the traditional gooseneck groove plate, defines the gooseneck groove space with two gooseneck support parts, simplifies the gooseneck groove structure, greatly reduces the manufacturing difficulty of the gooseneck groove, and reduces the The cost makes it easy to assemble, and the structure size of the gooseneck groove is small, which is convenient for lifting.
Description
Technical field
The utility model relates to a kind of freight container, relates in particular to the goose neck tunnel structure of underframe on freight container.
Background technology
Common 40 forty equivalent unit 40s are generally provided with goose neck tunnel structure, to match with the gooseneck on flat truck.Application number be 201220455333.X Patent Application Publication the goose neck tunnel structure on a kind of chassis of container and underframe, as shown in Figure 1, underframe is as the main load bearing component of freight container, mainly comprises two bottom side beams 1 ', is connected to front end underbeam 2 ' between two bottom side beams 1 ' front ends, is connected to back end beam 3 ', a plurality of bottom cross beam 4 ' being connected with bottom side beams 1 ' between two bottom side beams 1 ' rear ends and is layed in the wood covering 5 ' on bottom cross beam 4 '.In order to coordinate the gooseneck structure of gooseneck type chassis vehicle, 40 feet and above chassis of container front end can be provided with goose neck tunnel structure conventionally, consult Fig. 2 and Fig. 3, goose neck tunnel structure 6 ' comprises a gooseneck plate 61 ', at underframe front end, lean on the position of rear certain distance to be provided with a gooseneck bottom cross beam 66 ' being vertically connected between two bottom side beams 1 ', gooseneck plate 61 ' rear and front end is connected on front end underbeam 2 ' and gooseneck bottom cross beam 66 ', gooseneck plate 6 ' comprises roof 611 ' and a pair of this roof 611 ' downward outward extending sidewalls 612 ' in both sides that are connected to of a horizontal direction, roof 611 ' lower surface between two side 612 ' is welded with the gooseneck back beam 62 ' of strengthening use, between sidewall 611 ' and the bottom side beams 1 ' of homonymy, be welded with gooseneck curb girder 63 ', on gooseneck curb girder 63 ', be equipped with wood covering 64 '.
There is following defect in the design of above-mentioned existing goose neck tunnel structure: owing to having a plurality of weld seams between gooseneck plate and gooseneck back beam and gooseneck curb girder, causes welding job amount larger.In addition, gooseneck plate is an Integral bending part, and the space, the welding position of foetus taking during installation is larger, the space resources in waste workshop, and during the assembling of goose neck tunnel and underframe, need Integral lifting to the underframe position of foetus, make handling inconvenient.
Utility model content
The utility model will provide the goose neck tunnel structure of a kind of chassis of container and freight container, and the installation of this goose neck tunnel structure does not need a large amount of welding, and its size is little, is convenient to handling.
For solving the problems of the technologies described above, the utility model provides a kind of goose neck tunnel structure, it is characterized in that, this goose neck tunnel structure comprises: goose neck tunnel bottom cross beam, be located between two bottom side beams of chassis of container; And at least one pair of gooseneck support portion, described each is fixedly installed on this goose neck tunnel bottom cross beam lower surface to compartment of terrain, gooseneck support portion, between described every pair of gooseneck support portion, jointly limits goose neck tunnel space with this goose neck tunnel bottom cross beam lower surface.
Wherein, described every pair of gooseneck support portion comprises a pair of supporting leg, the lower surface that is welded in this goose neck tunnel bottom cross beam of its symmetry.
Wherein, this goose neck tunnel bottom cross beam is welded between described two bottom side beams.
Wherein, this goose neck tunnel bottom cross beam is provided with underframe base plate, and this underframe base plate is steel floor or wood covering.
Wherein, this supporting leg is tubing or by steel plate bending moulding.
Wherein, this gooseneck support portion comprises a pair of gooseneck bottom side rail, this gooseneck bottom side rail is welded in this bottom side beams, and the upper surface of this gooseneck bottom side rail is fixed on this goose neck tunnel bottom cross beam lower surface, the shape of the inner side of every pair of gooseneck bottom side rail coordinates with the gooseneck shaped of containerized shipment car, between every pair of gooseneck bottom side rail, jointly limits this goose neck tunnel space with this goose neck tunnel bottom cross beam lower surface.
Wherein, this gooseneck support portion also comprises supporting leg, and this supporting leg is by steel plate bending moulding, and it is vertical is welded in this goose neck tunnel bottom cross beam lower surface, and the inner side of being located at gooseneck bottom side rail of sealing, limits this goose neck tunnel space jointly with this goose neck tunnel bottom cross beam lower surface between this supporting leg.
Wherein, this underframe comprises wood covering, and this wood covering is positioned on this gooseneck bottom side rail, and this goose neck tunnel bottom cross beam, between wood covering, and is erected on this gooseneck bottom side rail the upper surface of this goose neck tunnel bottom cross beam and the upper surface flush of wood covering at least partly.
Wherein, this goose neck tunnel bottom cross beam and gooseneck bottom side rail are square tube, C type bending steel or H shaped steel.
The utility model provides a kind of chassis of container, this underframe comprises the bottom side beams of two parallel longitudinal settings, the goose neck tunnel structure between two bottom side beams and is layed in the structural base plate of this goose neck tunnel, it is characterized in that, this goose neck tunnel structure is above-mentioned goose neck tunnel structure.
The utility model provides a kind of goose neck tunnel structure, be located on chassis of container, this underframe comprises two bottom side beams, the first base plate and the second base plate, it is characterized in that, this goose neck tunnel structure comprises at least one pair of spaced gooseneck support portion, this gooseneck support portion comprises supporting leg and gooseneck bottom side rail, one side of this gooseneck bottom side rail is welded in this bottom side beams, this first base plate is positioned on this gooseneck bottom side rail, this supporting leg is welded in the opposite side of this gooseneck bottom side rail, and lower end flushes with the lower surface of this gooseneck bottom side rail, this second base plate is welded between described every pair of supporting leg, between described every pair of gooseneck support portion, jointly limit goose neck tunnel space with this second base plate lower surface.
Wherein, the upper surface flush of this first base plate and the second base plate.
The utility model provides a kind of chassis of container, this underframe comprises the bottom side beams of two parallel longitudinal settings, the goose neck tunnel structure between two bottom side beams and is layed in structural the first base plate of this goose neck tunnel and the second base plate, and this goose neck tunnel structure is above-mentioned goose neck tunnel structure.
Goose neck tunnel structure of the present utility model has been cancelled traditional gooseneck frid, with two gooseneck support portions, limits goose neck tunnel space, has simplified goose neck tunnel structure, the manufacture difficulty that greatly reduces goose neck tunnel, has reduced cost, makes it be easy to assembling, and goose neck tunnel scantling of structure is little, is convenient to handling.
Accompanying drawing explanation
Fig. 1 is the birds-eye view for existing chassis of container.
Fig. 2 is the cutaway view along the A-A line of Fig. 1.
Fig. 3 is the cutaway view along the B-B line of Fig. 1.
Fig. 4 is the birds-eye view of the goose neck tunnel structure of the first embodiment of the present utility model.
Fig. 5 is the cutaway view along the A-A line of Fig. 4.
Fig. 6 is the birds-eye view of the goose neck tunnel structure of the second embodiment of the present utility model.
Fig. 7 is the cutaway view along the A-A line of Fig. 6.
Fig. 8 is the birds-eye view of the goose neck tunnel structure of the 3rd embodiment of the present utility model.
Fig. 9 is the cutaway view along the A-A line of Fig. 8.
Figure 10 is the birds-eye view of the goose neck tunnel structure of the 4th embodiment of the present utility model.
Figure 11 is the cutaway view along the A-A line of Figure 10.
Figure 12 is the birds-eye view of the goose neck tunnel structure of the 5th embodiment of the present utility model.
Figure 13 is the cutaway view along the A-A line of Figure 12.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is elaborated.Should be understood that, the specific embodiment described herein only, for description and interpretation the utility model, is not limited to the utility model.
As shown in Figure 4,5, in the present embodiment, goose neck tunnel structure applications is in chassis of container, underframe comprises bottom side beams 1, the goose neck tunnel structure between two bottom side beams 1 of two parallel longitudinal settings and is layed in the structural base plate 4 of goose neck tunnel, goose neck tunnel structure comprises: goose neck tunnel bottom cross beam 10, be located between two bottom side beams 1; And at least one pair of gooseneck support portion 20, described each is fixedly installed on goose neck tunnel bottom cross beam 10 lower surfaces to compartment of terrain, gooseneck support portion, that is and, each is discrete setting to gooseneck support portion.Between every pair of gooseneck support portion 20, jointly limit goose neck tunnel space S with goose neck tunnel bottom cross beam 10 lower surfaces.Every pair of goose neck tunnel structure is symmetrical, and Fig. 5 only illustrates half part of goose neck tunnel structure, and in fact, other half part therewith part is symmetrical.
The goose neck tunnel space of goose neck tunnel structure qualification of the present utility model is identical with the effect in the space that in background technology, gooseneck frid is bent to form, and all can coordinate the gooseneck part of containerized shipment car.Because the utility model has been cancelled whole gooseneck frid, with two gooseneck support portions, limit goose neck tunnel space, simplified goose neck tunnel structure, make it be easy to assembling, and goose neck tunnel scantling of structure is little, is convenient to handling.
Wherein, the lower surface that is welded in this goose neck tunnel bottom cross beam of two gooseneck support portion 20 symmetries of every pair, the shape of the inner side of gooseneck support portion coordinates with the gooseneck shaped of containerized shipment car.Gooseneck support portion 20 comprises a pair of supporting leg 21, and it can also can be tubing for by steel plate bending moulding, and can be sealed by shrouding the two ends of tubing.
Wherein, goose neck tunnel bottom cross beam 10 is welded between two bottom side beams 1.Goose neck tunnel bottom cross beam 10 is provided with underframe base plate 4, and in the present embodiment, underframe base plate 4 is wood covering.
As shown in Figure 6,7, the difference of the present embodiment and embodiment 1 is: gooseneck support portion 20 comprises a pair of gooseneck bottom side rail 22, gooseneck bottom side rail 22 is welded in bottom side beams 1, and the upper surface of gooseneck bottom side rail 22 is fixed on goose neck tunnel bottom cross beam 10 lower surfaces, the shape of the inner side of every pair of gooseneck bottom side rail 22 coordinates with the gooseneck shaped of containerized shipment car, between every pair of gooseneck bottom side rail, jointly limits goose neck tunnel space S with goose neck tunnel bottom cross beam 10 lower surfaces.
embodiment 3
As shown in Figure 8,9, the difference of the present embodiment and embodiment 1 is: gooseneck support portion 20 also comprises a pair of gooseneck bottom side rail 22, and gooseneck bottom side rail 22 is welded in bottom side beams 1, and the upper surface of this gooseneck bottom side rail 22 is fixed on goose neck tunnel bottom cross beam 10 lower surfaces.The inner side of being located at gooseneck bottom side rail 22 of supporting leg 21 sealings, limits goose neck tunnel space S jointly with goose neck tunnel bottom cross beam 10 lower surfaces between supporting leg 21.
Wherein, supporting leg 21 lower surfaces flush with gooseneck bottom side rail 22 lower ends.By supporting leg 21 and the common goose neck tunnel bottom cross beam 10 that supports of gooseneck bottom side rail 22, improve the intensity of goose neck tunnel structure.
In addition, in the present embodiment, underframe base plate 4 is for covering and be welded in the steel floor of goose neck tunnel bottom cross beam 10 upper surfaces.
As shown in Figure 10,11, the difference of the present embodiment and embodiment 3 is: underframe base plate 4 comprises the first base plate 41, and it is wood covering, and the first base plate 41 is positioned on gooseneck bottom side rail 21, goose neck tunnel bottom cross beam 10, between the first base plate 41, and is erected on the upper surface of gooseneck bottom side rail 22 at least partly.Underframe base plate 4 also can comprise the second base plate 42, and it is steel floor, and the second base plate 42 is welded in and is positioned on goose neck tunnel bottom cross beam 10, with the upper surface flush of the first base plate 41 of both sides.
In this scheme, goose neck tunnel bottom cross beam 10, for being erected on gooseneck bottom side rail 22, is therefore convenient to dismounting.
In addition, preferred, supporting leg 21, gooseneck bottom side rail 22 and bottom side beams 1 surround cavity, cavity outer end, and the outer end of goose neck tunnel structure, is sealed by shrouding (not shown).
embodiment 5
As shown in Figure 12,13, goose neck tunnel structure is located on chassis of container, and this underframe comprises that two bottom side beams 1, the first base plate 41 and the second base plate 42, the first base plates 41 can be wood covering, and the second base plate 42 can be steel floor.Goose neck tunnel structure comprises at least one pair of spaced gooseneck support portion 20,, each is discrete setting to gooseneck support portion, gooseneck support portion 20 comprises supporting leg 21 and gooseneck bottom side rail 22 gooseneck bottom side rails 22, one side of gooseneck bottom side rail 22 is welded in bottom side beams 1, the first base plate 41 is positioned on gooseneck bottom side rail 22, supporting leg 21 is welded in the opposite side of gooseneck bottom side rail 22, and lower end flushes with the lower surface of this gooseneck bottom side rail 22, the inner side of every pair of cervical branch support part 20 and the second base plate 42 lower surfaces limit goose neck tunnel space S jointly.
Wherein, the upper surface flush of the first base plate 41 and the second base plate 42.
Wherein, every pair of gooseneck support portion 20 is symmetrical arranged, and the shape of the inner side of gooseneck support portion 20 coordinates with the gooseneck shaped of containerized shipment car.
The present embodiment has been cancelled whole gooseneck frid equally, and it limits goose neck tunnel space with two gooseneck support portions, and goose neck tunnel structure is simplified more, be easy to assembling, and goose neck tunnel scantling of structure is little, is convenient to handling.
The kind that should be appreciated that the girder constructions such as the goose neck tunnel bottom cross beam that relates in the utility model, gooseneck bottom side rail is not limit, and can be square tube, C type bending steel or H shaped steel.In addition, goose neck tunnel bottom cross beam can be the similar structure of bottom cross beam with freight container.Gooseneck support portion can be to be welded in goose neck tunnel structure, also can be detouchable setting.
In sum, goose neck tunnel structure of the present utility model has been cancelled traditional gooseneck frid, with two gooseneck support portions, limit goose neck tunnel space, simplified goose neck tunnel structure, the manufacture difficulty that greatly reduces goose neck tunnel, has reduced cost, makes it be easy to assembling, and goose neck tunnel scantling of structure is little, is convenient to handling.
It should be noted that in addition, each concrete technical characterictic described in the above-mentioned specific embodiment, in reconcilable situation, can combine by any suitable mode, for fear of unnecessary repetition, the utility model is to the explanation no longer separately of various possible array modes.
In addition, between various embodiment of the present utility model, also can carry out combination in any, as long as it is without prejudice to thought of the present utility model, it should be considered as content disclosed in the utility model equally.
Claims (13)
1. a goose neck tunnel structure, is characterized in that, this goose neck tunnel structure comprises:
Goose neck tunnel bottom cross beam, is located between two bottom side beams of chassis of container; And
At least one pair of gooseneck support portion, described each is fixedly installed on this goose neck tunnel bottom cross beam lower surface to compartment of terrain, gooseneck support portion, between described every pair of gooseneck support portion, jointly limits goose neck tunnel space with this goose neck tunnel bottom cross beam lower surface.
2. goose neck tunnel structure as claimed in claim 1, is characterized in that, described every pair of gooseneck support portion comprises a pair of supporting leg, the lower surface that is welded in this goose neck tunnel bottom cross beam of its symmetry.
3. goose neck tunnel structure as claimed in claim 2, is characterized in that, this goose neck tunnel bottom cross beam is welded between described two bottom side beams.
4. goose neck tunnel structure as claimed in claim 3, is characterized in that, this goose neck tunnel bottom cross beam is provided with underframe base plate, and this underframe base plate is steel floor or wood covering.
5. goose neck tunnel structure as claimed in claim 3, is characterized in that, this supporting leg is tubing or by steel plate bending moulding.
6. goose neck tunnel structure as claimed in claim 1, it is characterized in that, this gooseneck support portion comprises a pair of gooseneck bottom side rail, this gooseneck bottom side rail is welded in this bottom side beams, and the upper surface of this gooseneck bottom side rail is fixed on this goose neck tunnel bottom cross beam lower surface, the shape of the inner side of every pair of gooseneck bottom side rail coordinates with the gooseneck shaped of containerized shipment car, between every pair of gooseneck bottom side rail, jointly limits this goose neck tunnel space with this goose neck tunnel bottom cross beam lower surface.
7. goose neck tunnel structure as claimed in claim 6, it is characterized in that, this gooseneck support portion also comprises supporting leg, this supporting leg is by steel plate bending moulding, it is vertical is welded in this goose neck tunnel bottom cross beam lower surface, and the inner side of being located at gooseneck bottom side rail of sealing, limits this goose neck tunnel space jointly with this goose neck tunnel bottom cross beam lower surface between this supporting leg.
8. goose neck tunnel structure as claimed in claim 7, it is characterized in that, this underframe comprises wood covering, this wood covering is positioned on this gooseneck bottom side rail, this goose neck tunnel bottom cross beam is between wood covering, and be erected at least partly on this gooseneck bottom side rail the upper surface of this goose neck tunnel bottom cross beam and the upper surface flush of wood covering.
9. goose neck tunnel structure as claimed in claim 7 or 8, is characterized in that, this goose neck tunnel bottom cross beam and gooseneck bottom side rail are square tube, C type bending steel or H shaped steel.
10. a chassis of container, this underframe comprises the bottom side beams of two parallel longitudinal settings, the goose neck tunnel structure between two bottom side beams and is layed in the structural base plate of this goose neck tunnel, it is characterized in that, this goose neck tunnel structure is goose neck tunnel structure as claimed in any one of claims 1-9 wherein.
11. 1 kinds of goose neck tunnel structures, be located on chassis of container, this underframe comprises two bottom side beams, the first base plate and the second base plate, it is characterized in that, this goose neck tunnel structure comprises at least one pair of spaced gooseneck support portion, this gooseneck support portion comprises supporting leg and gooseneck bottom side rail, one side of this gooseneck bottom side rail is welded in this bottom side beams, this first base plate is positioned on this gooseneck bottom side rail, this supporting leg is welded in the opposite side of this gooseneck bottom side rail, and lower end flushes with the lower surface of this gooseneck bottom side rail, this second base plate is welded between described every pair of supporting leg, between described every pair of gooseneck support portion, jointly limit goose neck tunnel space with this second base plate lower surface.
12. goose neck tunnel structures as claimed in claim 11, is characterized in that, the upper surface flush of this first base plate and the second base plate.
13. 1 kinds of chassis of container, this underframe comprises the bottom side beams of two parallel longitudinal settings, the goose neck tunnel structure between two bottom side beams and is layed in structural the first base plate of this goose neck tunnel and the second base plate, it is characterized in that, this goose neck tunnel structure is the goose neck tunnel structure as described in any one in claim 11 to 12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320613351.0U CN203486402U (en) | 2013-09-30 | 2013-09-30 | Container underbed and gooseneck groove structure of container |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320613351.0U CN203486402U (en) | 2013-09-30 | 2013-09-30 | Container underbed and gooseneck groove structure of container |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203486402U true CN203486402U (en) | 2014-03-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320613351.0U Expired - Fee Related CN203486402U (en) | 2013-09-30 | 2013-09-30 | Container underbed and gooseneck groove structure of container |
Country Status (1)
| Country | Link |
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| CN (1) | CN203486402U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104512655A (en) * | 2013-09-30 | 2015-04-15 | 南通中集特种运输设备制造有限公司 | Container underframe and gooseneck tunnel structure of container |
| WO2015158164A1 (en) * | 2014-04-18 | 2015-10-22 | 南通中集罐式储运设备制造有限公司 | Tank type container |
| WO2017009326A1 (en) * | 2015-07-13 | 2017-01-19 | Maersk Container Industry A/S | Base frame for a shipping container |
-
2013
- 2013-09-30 CN CN201320613351.0U patent/CN203486402U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104512655A (en) * | 2013-09-30 | 2015-04-15 | 南通中集特种运输设备制造有限公司 | Container underframe and gooseneck tunnel structure of container |
| CN104512655B (en) * | 2013-09-30 | 2017-12-15 | 南通中集特种运输设备制造有限公司 | The gooseneck slot structure of chassis of container and container |
| WO2015158164A1 (en) * | 2014-04-18 | 2015-10-22 | 南通中集罐式储运设备制造有限公司 | Tank type container |
| US10046906B2 (en) | 2014-04-18 | 2018-08-14 | Nantong Cimc Tank Equipment Co., Ltd. | Tank type container |
| WO2017009326A1 (en) * | 2015-07-13 | 2017-01-19 | Maersk Container Industry A/S | Base frame for a shipping container |
| DK201570461A1 (en) * | 2015-07-13 | 2017-01-30 | Maersk Container Ind As | GROUND FRAME FOR A TRANSPORT CONTAINER |
| DK178791B1 (en) * | 2015-07-13 | 2017-02-06 | Maersk Container Ind As | GROUND FRAME FOR A TRANSPORT CONTAINER |
| CN108137226A (en) * | 2015-07-13 | 2018-06-08 | 马士基集装箱工业公司 | For the base frame of shipping container |
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Granted publication date: 20140319 Termination date: 20190930 |