A kind of new steel structure container base
Technical field
The utility model relates to container technology field, particularly relates to a kind of new steel structure container base.
Background technology
In the past common dry cargo container is generally adopt timber apron, but is connected mainly through bottom board nail between timber apron and the crossbeam of underframe, and technological process is complicated, and timber apron and bottom cross beam are connected for putting, and weight capacity is poor, and base plate is easily impaired.In some improved plans, adopt steel substrate to substitute timber apron, back of half bearing shell and bottom cross beam are welded and fixed, such weight capacity is good, but owing to needing the region of welding many, ensures base plate strength to reduce welding deformation, the thickness of back of half bearing shell is all thicker, and material cost is high, and from great.
Utility model content
For solving the problems of the technologies described above, the utility model provides a kind of new steel structure container base, adopts the steel substrate of special construction, and is provided with reinforced rib, back of half bearing shell can be made to have higher intensity and rigidity, reduces the welding deformation of back of half bearing shell; Under the prerequisite ensureing back of half bearing shell intensity and rigidity, the thickness of back of half bearing shell can reduce by back of half bearing shell compared to existing technology, reduce material cost and manufacturing cost, alleviate the deadweight of back of half bearing shell, in addition, adopt the mode of connecting bore to be fixed connection, decrease the problem of welding deformation, and improve the safety performance in transportation.
For solving the problems of the technologies described above, the embodiment of the present application provides a kind of new steel structure container base, it is characterized in that, comprise and be arranged on reinforced rib on base plate and crossbeam and connecting bore, described base plate is formed by the compacting of steel plate one, comprises protuberance and recess, reinforced rib is provided with in described protuberance, the edge of described base plate is provided with flanging, and described crossbeam is connected with base plate by connecting bore, and the end of described crossbeam is connected with longeron by corner fittings.
As the preferred embodiment of this programme, the material of described base plate is steel plate, and thickness is 3-5mm, and protrusion height is 5-10mm.
As the preferred embodiment of this programme, described protuberance is alternate with recess to be uniformly distributed, and wherein the shape of protuberance is semicircle, and the distance between adjacent projection is 20-25mm.
As the preferred embodiment of this programme, the cross sectional shape of described reinforced rib is semicircle, and radius is slightly less than projection radius, and material is silica gel, plastics or metal.
As the preferred embodiment of this programme, described connecting bore comprises the first connecting bore be arranged on base plate flanging and the second connecting bore be arranged on crossbeam.
As the preferred embodiment of this programme, around described connecting bore, be provided with brace panel.
The one or more technical schemes provided in the embodiment of the present application, at least have following technique effect or advantage:
Adopt the steel substrate of special construction, and be provided with reinforced rib, back of half bearing shell can be made to have higher intensity and rigidity, reduce the welding deformation of back of half bearing shell; Under the prerequisite ensureing back of half bearing shell intensity and rigidity, the thickness of back of half bearing shell can reduce by back of half bearing shell compared to existing technology, reduce material cost and manufacturing cost, alleviate the deadweight of back of half bearing shell, in addition, adopt the mode of connecting bore to be fixed connection, decrease the problem of welding deformation, and improve the safety performance in transportation.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present application one;
Fig. 2 is the connecting bore structural representation of the embodiment of the present application one.
In figure, 1, crossbeam, 2, corner fittings, 3, connecting bore, 4, reinforced rib, 5, base plate, 6, protuberance, 7, recess, 8, longeron, the 9, second connecting bore, the 10, first connecting bore.
Detailed description of the invention
In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.
Embodiment one:
In embodiment one, as Figure 1-Figure 2, a kind of new steel structure container base, comprise and be arranged on reinforced rib 4 on base plate 5 and crossbeam 1 and connecting bore 3, described base plate 5 is formed by the compacting of steel plate one, comprises protuberance 6 and recess 7, reinforced rib 4 is provided with in described protuberance 6, the edge of described base plate 5 is provided with flanging, and described crossbeam 1 is connected with base plate 5 by connecting bore 3, and the end of described crossbeam 1 is connected with longeron 8 by corner fittings 2.
Wherein, in actual applications, the material of described base plate 5 is steel plate, and thickness is 3-5mm, protuberance 6 is highly 5-10mm, change conventional backplane 5 structure, adopt corrugated structure, enhance the structural strength of base plate 5, under the prerequisite ensureing back of half bearing shell intensity and rigidity, the thickness of back of half bearing shell can reduce by back of half bearing shell compared to existing technology, reduces material cost and manufacturing cost, alleviates the deadweight of back of half bearing shell.
Wherein, in actual applications, described protuberance 6 is alternate with recess 7 to be uniformly distributed, and wherein the shape of protuberance 6 is semicircle, and the distance between adjacent projection 6 is 20-25mm, because of rational back of half bearing shell reinforced rib 4 structure, and the spacing of the rational protuberance 6 of correspondence and recess 7 is arranged, the underframe weight of this freight container is substantially identical with the weight of conventional timber apron, and cost is significantly reduced, and service life, comparatively timber apron was longer, to be more conducive to accept by client.
Wherein, in actual applications, the cross sectional shape of described reinforced rib 4 is semicircle, radius is slightly less than protuberance 6 radius, and material is silica gel, plastics or metal, can play the object improving back of half bearing shell intensity, back of half bearing shell thickness can also be reduced, reduce back of half bearing shell steel use amount, reduce costs.
Wherein, in actual applications, described connecting bore 3 comprises the first connecting bore 10 be arranged on base plate 5 flanging and the second connecting bore 9 be arranged on crossbeam, adopts the mode of connecting bore 3 to be fixed connection, decrease the problem of welding deformation, and improve the safety performance in transportation.
Wherein, in actual applications, being provided with brace panel around described connecting bore 3, can gaining in strength, preventing from causing intensity to decline because offering connecting bore 3.
Technical scheme in above-mentioned the embodiment of the present application, at least has following technique effect or advantage: the steel substrate adopting special construction, and is provided with reinforced rib, and back of half bearing shell can be made to have higher intensity and rigidity, reduces the welding deformation of back of half bearing shell; Under the prerequisite ensureing back of half bearing shell intensity and rigidity, the thickness of back of half bearing shell can reduce by back of half bearing shell compared to existing technology, reduce material cost and manufacturing cost, alleviate the deadweight of back of half bearing shell, in addition, adopt the mode of connecting bore to be fixed connection, decrease the problem of welding deformation, and improve the safety performance in transportation.
Although described preferred embodiment of the present utility model, those skilled in the art once obtain the basic creative concept of cicada, then can make other change and amendment to these embodiments.So claims are intended to be interpreted as comprising preferred embodiment and falling into all changes and the amendment of the utility model scope.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.