CN207107493U - A kind of container with goose girder - Google Patents

A kind of container with goose girder Download PDF

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Publication number
CN207107493U
CN207107493U CN201721049370.XU CN201721049370U CN207107493U CN 207107493 U CN207107493 U CN 207107493U CN 201721049370 U CN201721049370 U CN 201721049370U CN 207107493 U CN207107493 U CN 207107493U
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China
Prior art keywords
main body
beam main
plate
hush panel
container
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CN201721049370.XU
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Chinese (zh)
Inventor
姚学文
甘泉
梁立华
吴帅
冯振林
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China International Marine Containers Group Co Ltd
Guangdong Xinhui CIMC Special Transportation Equipment Co Ltd
Original Assignee
China International Marine Containers Group Co Ltd
Guangdong Xinhui CIMC Special Transportation Equipment Co Ltd
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Abstract

The utility model provides a kind of container with goose girder, and the goose girder includes:Beam main body, the beam main body are the tubular structure for having in side opening;Hush panel, the hush panel are arranged on the opening of the beam main body;Wherein, beam main body has the supporting plate for support floor, and the beam main body is permanently connected with the hush panel, to close the opening.According to container of the present utility model, by the way that sheet material die mould bending is integrally formed into goose girder, hush panel is slab construction, and the structure of goose girder is simple, easy to process, and need not carry out chamfer machining, two welding beads are only needed just regularly to be combined into one beam main body and hush panel by the welding manner of automatic welding, welding quality is good, and structural strength is high, and it is time-consuming to save processing, cost of manufacture is reduced, improves the use function of container.

Description

A kind of container with goose girder
Technical field
It the utility model is related to a kind of container with goose girder.
Background technology
The sixties in last century, container just had been developed as a kind of international means of transport of multimodal transport, packaging Case refers to that there is some strength, rigidity and specification to specialize in the large-scale goods container being used in turn, can using container transshipment goods Directly consignor warehouse freight, transport to consignee warehouse unloading, midway more change trains, ship time, without by goods out of case Taking-up is changed the outfit, and the chassis of the container such as usually used 40 feet and 45 feet is set because of the transport of matching gooseneck trailer in the world There is gooseneck slot structure, goose girder therein is generally adopted by 100*150mm rhs-structure, for material supplied materials and into we Face considers that the rhs-structure carries out welding by the U-shaped beam of two pieces and formed, and is support floor, increases leg steel conduct on the rhs-structure Support.
As Figure 1-5, goose neck tunnel structure setting is in container close to the position of front end for goose main beam structure of the prior art Put, wherein goose girder 1 is horizontally installed on case cross direction.As shown in figure 3, goose girder 1 is made up of upper beam 11 and underbeam 12, side plate is set Support angle steel 13 is equipped with support timber floor 3.
As shown in Figure 4 and Figure 5, upper beam 11 has upper flange 112, side plate 111 and side plate 113;Underbeam 12 has lower wing plate 122nd, side plate 111 and side plate 113.For the ease of Combination Welding, be provided with the side plate of upper beam 11 and underbeam 12 chamfering 1111, 1131st, 1211 and 1231.For another example Fig. 3, after upper beam 11 and underbeam 12 are combined, its respective biside plate difference is concordant, Four chamferings correspond to contact weld two-by-two, and last support angle steel 13 is welded on the side plate 111 of upper beam 11.
Upper beam 11 and underbeam 12 are both needed to form U-shape structure, and two sides of upper beam 11 and underbeam 12 by 2 bendings of die mould The end of plate is intended to polishing and forms chamfering;In order to ensure a group weldering quality, have to the dimensional tolerance of biside plate and chamfering strict It is required that.Support angle steel 13 forms L-type by 1 bending of die mould.In addition, as shown in figure 3, upper beam 11 passes through two welderings with underbeam 12 A and b weld together in road, and support angle steel 13 is welded on the side plate of upper beam 11 by two welding beads c and d.From the above mentioned, goose master The processing request of beam 1 is high, and die mould, chamfering and welding capacity are more, causes to process time-consuming height, cost of manufacture is high, and easily causes welding Deformation, the quality particularly at chamfering are difficult to ensure that later stage quality risk is big, seriously reduce the use function of container.
Accordingly, it is desirable to provide a kind of container with goose girder, to solve the above problems at least in part.
Utility model content
A series of concept of reduced forms is introduced in utility model content part, this will be in specific embodiment part Middle further description.Utility model content part of the present utility model is not meant to attempt to limit claimed Technical scheme key feature and essential features, do not mean that the guarantor for attempting to determine technical scheme claimed more Protect scope.
To solve the above problems at least in part, the utility model provides a kind of container with goose girder, and it is special Sign is that the goose girder includes:
Beam main body, the beam main body are the tubular structure for having in side opening;
Hush panel, the hush panel are arranged on the opening of the beam main body, and the beam main body and the envelope Oralia is permanently connected, to close the opening;
Wherein, beam main body has the supporting plate for support floor.
According to the container of the present utility model with goose girder, goose girder includes beam main body and hush panel, beam main body tool There is supporting plate, simplify the structure of goose girder, supporting plate is set with goose girder and is integrated, reduces the processing and weldering of part Connect, improve the use function of container.
Preferably, the beam main body includes upper flange connected vertically, right plate, lower wing plate and left plate successively, described Supporting plate is connected to the upper flange and has the extension side plate for extending outwardly to form stage portion,
Wherein, the extension side plate is separated by pre- spacing perpendicular to the left plate and lower end and the upper end of the left plate From to form the opening.
Preferably, the upper flange, the right plate, the lower wing plate, the left plate and the bodily form of the supporting plate one Into.
Preferably, by carrying out die mould bending to sheet material, the beam main body is integrally formed.
According to such scheme, beam agent structure is simple and end is without chamfering so that convenient processing and manufacture, by entering to sheet material The mode of row die mould bending can be integrally formed beam main body, and it is time-consuming to save processing.
Preferably, the hush panel is slab construction.
According to such scheme, hush panel is simple in construction and end is without chamfering, convenient processing and manufacture, is easy to implement.
Preferably, the hush panel is by being welded to connect the supporting plate and the left plate, to close the opening.
According to such scheme, beam main body and hush panel are only just linked together by way of welding with two solder joints, are entered One step simplifies process, and it is time-consuming to save processing.
Brief description of the drawings
The drawings below of the utility model embodiment is used to understand this practicality in this as a part of the present utility model It is new.Shown in the drawings of embodiment of the present utility model and its description, for explaining principle of the present utility model.In accompanying drawing In,
Fig. 1 is chassis of container schematic top plan view in the prior art;
Fig. 2 is the sectional block diagram along the line B-B in Fig. 1;
Fig. 3 is the cross-sectional view of goose girder in Fig. 2;
Fig. 4 is the cross-sectional view of the upper beam in Fig. 3;
Fig. 5 is the cross-sectional view of the underbeam in Fig. 3;
Fig. 6 is the goose girder cross-sectional view of preferred embodiment of the present utility model;
Fig. 7 is the goose girder cross-sectional view in Fig. 6, illustrated therein is welding bead;
Fig. 8 is the cross-sectional view of goose beam main body in Fig. 6.
Embodiment
In the following description, a large amount of concrete details are given more thoroughly to manage the utility model to provide Solution.It will be apparent, however, to one skilled in the art that the utility model embodiment can be without one or more These individual details and be carried out.In other examples, in order to avoid obscuring with the utility model embodiment, for Some technical characteristics well known in the art are not described.
In order to thoroughly understand the utility model embodiment, detailed structure will be proposed in following description.Obviously, originally The execution of utility model embodiment is not limited to the specific details that those skilled in the art is familiar with.
It is of the present utility model that a kind of container with goose girder 100 is provided.Set in the position of the close front end of container Gooseneck slot structure is equipped with, gooseneck slot structure includes the goose girder 100 laterally set along container width direction.Accompanying drawing 6-8 is shown According to the goose girder 100 for container of a preferred embodiment of the present utility model.As shown in fig. 6, goose girder 100 Including beam main body 20 and hush panel 30, beam main body 20 and hush panel 30 are attached by welding, below by respectively to beam main body 20 and hush panel 30 be described in detail.
As Fig. 8 is shown clearly in, beam main body 20 is the tubular structure that cross section is square, and had in the side of tubular structure Have along the extended opening 21 of the length direction of beam main body 20.
As shown in figs 6-8, beam main body 20 includes upper flange 23 connected vertically, right plate 24, lower wing plate 25 and a left side successively Side plate 26.Specifically, upper flange 23 and lower wing plate 25 are horizontally disposed, and right plate 24 and left plate 26 are vertically set Put.
In addition, beam main body 20 has the supporting plate 22 for support floor 40, supporting plate 22 is the L-shaped tabular in cross section Structure.Supporting plate 22 and opening 21 are located at the same side of beam main body 20, and supporting plate 22 is located at the top of opening 21.Supporting plate 22 One end of upper flange 23 is connected to, and with the extension side plate 221 to stretch out in the horizontal direction.Extend side plate 221 with it is upper Wing plate 23 is located in parallel to one another, so as to form stage portion with upper flange 23, for support floor 40.It is extension shown in figure Side plate 221 is arranged on the same side of beam main body 20 with left plate 26 and set perpendicular to each other, certain those skilled in the art It is also to be understood that the structure of beam main body should be designed symmetrically, to be respectively applied to the left and right sides of container.Extend side plate 211 The upper end of lower end and left plate 26 be spaced predetermined distance according to being actually needed, be open 21 to be formed.
In the preferred embodiment, preferably by the way that by sheet material die mould bending, beam main body 20 is integrally formed.Specifically Ground, it is only necessary to the beam main body 20 that five bending techniques can be formed, i.e., 5 bending part B1~B5 are formed in beam main body 20.It is preferred that Ground, bending part are in circular arc.As Fig. 8 is shown clearly in, bending part B1 is located at the centre position of supporting plate 22 and is consequently formed described Stage portion, bending part B2 are located at the junction of supporting plate 22 and upper flange 23, and bending part B3 is located at upper flange 23 and right plate 24 Junction, bending part B4 is located at the junction of right plate 24 and lower wing plate 25, and bending part B5 is located at lower wing plate 25 and left plate 26 junction.Thus, beam main body 20 is processed simply, is processed and is taken low, low manufacture cost.
As shown in fig. 6-7, hush panel 30 is slab construction, and is arranged at the opening 21 of beam main body 20.Preferably, beam Together with main body 20 is permanently connected with hush panel 30 by way of welding, opening 21 is closed with this, and then forms closing Tubular structure.Specifically, as Fig. 7 is shown clearly in, one end of hush panel 30 is soldered to supporting plate 22, and welding bead is formed with this A2, the other end are soldered to left plate 26, and welding bead b2 is formed with this.Therefore, in the preferred embodiment, it is only necessary to two welding beads A2 and b2, hush panel 30 can be soldered to beam main body 20, and the welding manner used is automatic welding, and it is easy to construct, weldering It is good to connect quality.
According to the container of the present utility model with goose girder, goose girder includes beam main body and hush panel, and girder has Supporting plate.By the way that sheet material die mould bending is integrally formed into girder, and chamfer machining need not be carried out, hush panel is slab construction, Therefore the structure of goose girder is simple, easy to process.Only need two welding beads just by beam main body and envelope by the welding manner of automatic welding Oralia is regularly combined into one, and welding quality is good, and structural strength is high, is saved processing and is taken, reduces cost of manufacture, improve collection The use function of vanning.
Unless otherwise defined, technology used herein and scientific terminology and the technology of technical field of the present utility model The implication that personnel are generally understood that is identical.Term used herein is intended merely to describe specifically to implement purpose, it is not intended that limit The utility model processed.Terms such as herein presented " settings " can both represent that a part was attached directly to another portion Part, it can also represent that a part is attached to another part by middleware.Describe in one embodiment herein Feature can be applied to another embodiment in combination individually or with further feature, unless this feature is in another implementation Do not apply to or be otherwise noted in mode.
The utility model is illustrated by above-mentioned embodiment, but it is to be understood that, above-mentioned embodiment The purpose illustrated and illustrated is only intended to, and is not intended to the utility model being limited in the range of described embodiment.This Art personnel it is understood that more kinds of variants and modifications can also be made according to teaching of the present utility model, this A little variants and modifications are all fallen within the utility model scope claimed.

Claims (6)

1. a kind of container with goose girder, it is characterised in that the goose girder includes:
Beam main body, the beam main body are the tubular structure for having in side opening;With
Hush panel, the hush panel are arranged on the opening of the beam main body, and the beam main body and the hush panel It is permanently connected, to close the opening,
Wherein, beam main body has the supporting plate for support floor.
2. container according to claim 1, it is characterised in that the beam main body includes upper limb connected vertically successively Plate, right plate, lower wing plate and left plate, the supporting plate, which is connected to the upper flange and had, extends outwardly to form step The extension side plate in portion,
Wherein, the extension side plate is perpendicular to the left plate and lower end and the upper end predetermined distance of the left plate, To form the opening.
3. container according to claim 1, it is characterised in that the hush panel is slab construction.
4. container according to claim 2, it is characterised in that the upper flange, the right plate, the lower wing plate, The left plate and the supporting plate are integrally formed.
5. container according to claim 4, it is characterised in that by carrying out die mould bending to sheet material, be integrally formed The beam main body.
6. container according to claim 2, it is characterised in that the hush panel by be welded to connect the supporting plate and The left plate, to close the opening.
CN201721049370.XU 2017-08-18 2017-08-18 A kind of container with goose girder Active CN207107493U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721049370.XU CN207107493U (en) 2017-08-18 2017-08-18 A kind of container with goose girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721049370.XU CN207107493U (en) 2017-08-18 2017-08-18 A kind of container with goose girder

Publications (1)

Publication Number Publication Date
CN207107493U true CN207107493U (en) 2018-03-16

Family

ID=61577141

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721049370.XU Active CN207107493U (en) 2017-08-18 2017-08-18 A kind of container with goose girder

Country Status (1)

Country Link
CN (1) CN207107493U (en)

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