CN205555119U - Integral type container bottom side roof beam of echelonment strenghthened type - Google Patents
Integral type container bottom side roof beam of echelonment strenghthened type Download PDFInfo
- Publication number
- CN205555119U CN205555119U CN201620060498.5U CN201620060498U CN205555119U CN 205555119 U CN205555119 U CN 205555119U CN 201620060498 U CN201620060498 U CN 201620060498U CN 205555119 U CN205555119 U CN 205555119U
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- China
- Prior art keywords
- bottom side
- plate
- bearing plate
- roof beam
- integral type
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 abstract description 13
- 239000010959 steel Substances 0.000 abstract description 13
- 238000003466 welding Methods 0.000 abstract description 5
- 238000005452 bending Methods 0.000 abstract description 3
- 230000007423 decrease Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model relates to a container field, concretely relates to integral type container bottom side roof beam of echelonment strenghthened type, including bearing plate, bottom plate, reinforcing plate, the bearing plate becomes the echelonment, and the bottom plate is fixed in the bottom of bearing plate, and the reinforcing plate vertical fixation is between the top surface and bottom plate of bearing plate, and the fork pocket hole has all been opened with the corresponding position in the lower part of bearing plate in the lower part of reinforcing plate, and the top of bearing plate is fixed with the timber apron, and the both ends welding of bottom side roof beam has the corner fittings, is fixed with a plurality of cross members between the roof beam of both sides bottom side, bearing plate, bottom plate and reinforcing plate formula structure as an organic whole, this bottom side roof beam becomes echelonment, and has add the reinforcing plate, the cross -section increase of bending, and it is stronger to compare in C die bed curb girder in the past intensity, welds behind corner piece for whole chassis intensity integrally lift up, and adopt this echelonment integral type bottom side roof beam, reduced floor support angle steel parts, reduced electric welding work volume, shortened the bottom crossbeam length of whole container simultaneously, saved partial steel.
Description
Technical field
This utility model relates to container field, is specifically related to a kind of stepped reinforced integral type collection
Vanning bottom side beams.
Background technology
Container, English name container.Refer to that having some strength, rigidity and specification specializes in turnover
The large-scale goods container used.Use container transshipment goods, can directly freight in the warehouse of consignor,
Transporting to the warehouse unloading of consignee, more change trains in midway, ship time, need not be taken out by goods and change the outfit in case.
Standardization that the maximum success of container is its product and a whole set of transportation system thus set up.
The huge monster that can allow a load-carrying tens tons realizes standardization, and is done step-by-step based on this
Boats and ships in global range, harbour, course line, highway, terminal, bridge, tunnel, multimodal transport
The logistics system matched, this can be rated as one of great miracle of creating since the dawn of human civilization really.
Wherein, the bottom side beams of container is positioned at underframe two side portions, link cross member and corner fittings, composition
Whole undercarriage frame, is used for carrying timber floor, in prior art as it is shown in figure 1, bottom side beams 1 ' be
" C " font, the top of the vertical side of bottom side beams 1 ' is fixed with the floor of L-shaped and supports angle steel 2 ',
Cross member 6 is fixed on bottom and the bottom surface of floor support angle steel 2 ', the end of the vertical side of bottom side beams 1 '
The end face of curb girder 1 ' is fixed with corner fittings 5；The intensity of bottom side beams of the prior art is not good enough, and floor is propped up
Support angle steel, bottom side beams, crossbeam and corner fittings are both needed to weld together, and increase the workload of electric welder,
Also result in certain environmental pollution.
Utility model content
The problem existed for prior art, this utility model provides a kind of stepped reinforced one
Body formula container bottom side beam, enhance the intensity of bottom side beams, it is to avoid bottom side beams supports angle steel with floor
Welding, meanwhile, shorten the base cross members length of whole container, save part steel.
Concrete technical scheme is as follows:
A kind of stepped reinforced integral type container bottom side beam, including bearing plate 1, base plate 2, adds
Strong plate 3, described bearing plate 1 is stepped, and described base plate 2 is fixed on the bottom of described bearing plate 1, institute
State between end face and the described base plate 3 that reinforcing plate 3 is perpendicularly fixed at described bearing plate 1, described bearing plate 1,
Described base plate 2 and described reinforcing plate 3 are integral type structure；
Preferably, the position that the bottom of described reinforcing plate 3 is corresponding with the bottom of described bearing plate 1 is all opened
There is fork pockets hole 101；
Preferably, described bearing plate 1 be fixedly arranged above timber floor 4；
Preferably, the two ends of bottom side beams are welded with corner fittings 5；
Preferably, some cross members 6 it are fixed with between the bottom side beams of both sides.
Beneficial effect:
This bottom side beams is stepped, and is additionally arranged reinforcing plate, and bending cross section increases, compared to conventional
For c-type bottom side beams, intensity is higher, after being welded in bottom corner piece so that whole underframe intensity entirety promotes；
And use this stepped integral type bottom side beams, decrease floor strut angle steel part, decrease electric welding
Workload, shortens the base cross members length of whole container simultaneously, saves part steel.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below
The accompanying drawing used required in embodiment or description of the prior art will be briefly described, it is clear that
Ground, the accompanying drawing in describing below is only embodiments more of the present utility model, common for this area
From the point of view of technical staff, on the premise of not paying creative work, it is also possible to obtain according to these accompanying drawings
Other accompanying drawing.
The bottom side beams of Fig. 1: prior art, corner fittings, floor support the phase on angle steel, cross member and floor
Connect schematic diagram；
Fig. 2: bottom side beams cross sectional representation of the present utility model；
Fig. 3: bottom side beams axonometric chart of the present utility model；
Fig. 4: the container bottom side beam of stepped reinforced integral type and floor, corner fittings, cross member
Connection diagram.
Reference is as follows: 1 ', bottom side beams, 2 ', floor support angle steel, 1, bearing plate, 101,
Fork pockets hole, 2, base plate, 3, reinforcing plate, 4, timber floor, 5, corner fittings, 6, cross member.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, below to this
Technical scheme in utility model embodiment is clearly and completely described, it is clear that described reality
Executing example is a part of embodiment of this utility model rather than whole embodiments.Based on this utility model
In embodiment, those of ordinary skill in the art are obtained under not making creative work premise
Every other embodiment, broadly falls into the scope of this utility model protection.
In conjunction with Fig. 2 and Fig. 3, referring to Fig. 4: a kind of stepped reinforced integral type container bottom side beam,
Including bearing plate 1, base plate 2, reinforcing plate 3, described bearing plate 1 is stepped, and described base plate 2 is fixed on
The bottom of described bearing plate 1, described reinforcing plate 3 is perpendicularly fixed at the end face of described bearing plate 1 and the described end
Between plate 3, the position corresponding with the bottom of described bearing plate 1, the bottom of described reinforcing plate 3 all has fork
Slotted eye 101, described bearing plate 1 be fixedly arranged above timber floor 4, the two ends of bottom side beams are welded with corner fittings 5,
Some cross members 6, described bearing plate 1, described base plate 2 and described reinforcement it is fixed with between the bottom side beams of both sides
Plate 3 is integral type structure；This bottom side beams is stepped, and is additionally arranged reinforcing plate, and bending cross section increases,
Higher, after being welded in bottom corner piece compared to intensity for conventional c-type bottom side beams so that whole underframe
Intensity entirety promotes；And use this stepped integral type bottom side beams, decrease floor and support angle steel portion
Part, decreases electric welding workload, shortens the base cross members length of whole container simultaneously, saves
Part steel.
Above example only in order to the technical solution of the utility model to be described, is not intended to limit；Although
With reference to previous embodiment, this utility model is described in detail, those of ordinary skill in the art
It is understood that the technical scheme described in foregoing embodiments still can be modified by it, or
Wherein portion of techniques feature is carried out equivalent；And these amendments or replacement, do not make corresponding skill
The essence of art scheme departs from the spirit and scope of this utility model each embodiment technical scheme.
Claims (5)
1. a stepped reinforced integral type container bottom side beam, it is characterized in that: include bearing plate (1), base plate (2), reinforcing plate (3), described bearing plate (1) is stepped, described base plate (2) is fixed on the bottom of described bearing plate (1), described reinforcing plate (3) is perpendicularly fixed between end face and the described base plate (2) of described bearing plate (1), and described bearing plate (1), described base plate (2) and described reinforcing plate (3) are integral type structure.
Stepped reinforced integral type container bottom side beam the most as claimed in claim 1, it is characterised in that: the position corresponding with the bottom of described bearing plate (1), the bottom of described reinforcing plate (3) all has fork pockets hole (101).
Stepped reinforced integral type container bottom side beam the most as claimed in claim 1, it is characterised in that: described bearing plate (1) be fixedly arranged above timber floor (4).
Stepped reinforced integral type container bottom side beam the most as claimed in claim 1, it is characterised in that: the two ends of bottom side beams are welded with corner fittings (5).
Stepped reinforced integral type container bottom side beam the most as claimed in claim 1, it is characterised in that: it is fixed with some cross members (6) between the bottom side beams of both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620060498.5U CN205555119U (en) | 2016-01-21 | 2016-01-21 | Integral type container bottom side roof beam of echelonment strenghthened type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620060498.5U CN205555119U (en) | 2016-01-21 | 2016-01-21 | Integral type container bottom side roof beam of echelonment strenghthened type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205555119U true CN205555119U (en) | 2016-09-07 |
Family
ID=56821050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620060498.5U Expired - Fee Related CN205555119U (en) | 2016-01-21 | 2016-01-21 | Integral type container bottom side roof beam of echelonment strenghthened type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205555119U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112173464A (en) * | 2019-07-02 | 2021-01-05 | 中集集团集装箱控股有限公司 | Floor, container and compartment body |
-
2016
- 2016-01-21 CN CN201620060498.5U patent/CN205555119U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112173464A (en) * | 2019-07-02 | 2021-01-05 | 中集集团集装箱控股有限公司 | Floor, container and compartment body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20190121 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |