CN106144292A - A kind of anti-deformation container and container type prefabricated house and container bottom girder anti-deformation device - Google Patents

Abstract

The invention discloses a kind of anti-deformation container and container type prefabricated house and container bottom girder anti-deformation device, this anti-deformation container and prefabricated house, in its lateral frame, be provided with the bottom girder anti-deforming structure that can constitute geometry；Bottom girder and anti-deformation buttress brace spacing are connected by suspended structure is upper and lower, by bottom girder anti-deforming structure the intermediate cycling load of bottom girder are distributed to both sides thus limit under bottom girder load-bearing curved.This bottom girder anti-deformation device includes bottom girder anti-deforming structure, can upper and lower with container bottom girder be connected spacingly, two ends can be supported on the bottom frame of container of bottom girder both sides, by anti-deforming structure the intermediate cycling load of bottom girder is distributed to both sides thus limits under bottom girder load-bearing curved.This container and prefabricated house substantially increase the bearing capacity of bottom girder；This bottom girder anti-deformation device may be used for the repacking of container or prefabricated house to strengthen the bearing capacity of bottom girder, even useless case is transformed into satisfactory container, has agreed with the industrial theory of energy-saving and emission-reduction.

Description

A kind of anti-deformation container and container type prefabricated house and container bottom girder anti-deformation device

Technical field

The present invention relates to a kind of container and prefabricated house and container equipment, particularly relate to a kind of container And container type prefabricated house and container anti-deformation device.

Background technology

Container, as storage, the carrier of transport, the most increasingly manifests it in modern logistics field important Status, along with business, the economic trend of globalization are more and more significant, the scale of construction of container cargo distribution is the most more come More grow.

One container includes at least one side assembly, and generally four side assemblies, described side is total Becoming typically to be made up of lateral frame and wooden partition, described lateral frame includes two corner posts and two curb girders, institute The curb girder stated includes back timber and bottom girder, the corner post being mutually permanently connected, back timber, bottom girder constitute container Main frame structure.Wherein, bottom girder is as load-bearing beam body main in container main structure support body, its structure The power of intensity directly determines container structure intensity and service life；Along with people in recent years are to container While the constantly exploration of material and innovation, the requirement for the structural strength of bottom side beams section bar is more and more higher, Traditional bottom side beams profile structure can not meet the development of industry.

People's container that begins one's study uses more environmentally-friendly, corrosion-resistant and more recovery value aluminium alloy etc. light Matter metal material, but the structural strength that simultaneously can run into section bar is insufficient for the problem of industrial standard, such as When manufacturing 40 chi container, this problem is particularly evident, and the bottom side beams section bar of light-alloy may be difficult to meet so Big span, so the intensity weak tendency of light alloy material itself hinders it at container just to a certain extent One principal element of sparetime university's area Industry Promotion.

In actual production and using, there are many owing to the load-carrying properties of bottom girder cause losing efficacy, deforming not, Thus destroy the overall structure of container, make container lose use value.So obtaining one there is foot Enough mechanical properties, the body side frame of sufficiently stable structural behaviour are vital rings in container structure, its In particularly important to the requirement of body side frame with 40 chi containers.

Along with improving constantly environment with ecological requirements in global range, container trailer is in commercial affairs, work The every field such as journey, business, tourism villa all obtain development the most extensively and profoundly, same in recent years People are the most exploring selection light alloy material, and during exploratory development, light alloy material itself is strong Degree weak tendency hinders a principal element of its Industry Promotion and difficult crux the most just.

Summary of the invention

The technical problem to be solved is to provide for a kind of structure anti-deformation container and packaging cleverly Box movable house and container bottom girder anti-deformation device, this anti-deformation container and container type prefabricated house energy Bearing capacity and the anti-deformation ability of bottom girder it is greatly improved by the bottom girder anti-deforming structure of ingenious setting；This collection Vanning bottom girder anti-deformation device may be used for the repacking of container or container trailer to strengthen the carrying of bottom girder Ability, is even transformed into satisfactory container by useless case, has agreed with the industrial theory of energy-saving and emission-reduction.

For solving above-mentioned technical problem, technical scheme is as follows:

1, a kind of anti-deformation container, including at least one side assembly, described side assembly is by side frame Frame and wooden partition are constituted, and described lateral frame includes two corner posts and two curb girders, and described curb girder includes top Beam and bottom girder, it is characterised in that: it is provided with the bottom girder that can constitute geometry in described lateral frame Anti-deforming structure, described geometry is triangle and/or arch；Described bottom girder anti-deforming structure Including at least anti-deformation buttress brace, at least one end of described anti-deformation buttress brace and described corner post and The junction of back timber and/or corner post and/or bottom frame of container form power transmission and connect, described container underframe Frame includes corner post and the junction of bottom girder, bottom girder, container bottom board；Described bottom girder adds with described anti-deformation Brutal is connected, by described bottom girder anti-deforming structure by institute on lower limit ground on the ground by the transmission of suspended structure power The intermediate cycling load stating bottom girder is distributed to both sides thus limits under bottom girder load-bearing curved.

2, anti-deformation container according to claim 1, it is characterised in that: described stable geometric form Shape is triangle, and described anti-deformation buttress brace includes the front raker beam of least one set and rear raker beam, described The front end of front raker beam and front end corner post and the junction of bottom girder or bottom girder leading portion portion is fixing is connected, described The rear end of rear raker beam and rear end corner post and the junction of bottom girder or bottom girder back segment portion is fixing is connected, described The front end of the rear end of front raker beam and rear raker beam is fixing to be connected, consolidating of described front raker beam and rear raker beam Determine junction by strengthen connection strap or strengthen connecting strand upper and lower with the centre position of bottom girder spacing be connected with Limit under bottom girder load-bearing curved, described front raker beam, rear raker beam and bottom girder constitute at least one stable Triangular structure.

3, anti-deformation container according to claim 2, it is characterised in that: when described front raker beam When being equivalent to bottom girder height with the height of the fixed connection place of rear raker beam, described front raker beam and rear diagonal brace The fixed connection place of beam is directly and back timber is fixing connects.

4, according to the anti-deformation container described in Claims 2 or 3, it is characterised in that: described stablizing is several What is shaped as triangle is positive isosceles triangle, and described front raker beam is identical with the length of rear raker beam.

5, according to the anti-deformation container described in Claims 2 or 3, it is characterised in that: described nose angle The junction of post and bottom girder is corner fittings under front end；Described rear end corner post and the junction of bottom girder are rear end inferior horn Part.

6, anti-deformation container according to claim 1, it is characterised in that: described stable geometric form Shape is triangle, and described anti-deformation buttress brace includes the front raker beam of least one set and rear raker beam, described The rear end of front raker beam is fixing with the front end of rear raker beam to be connected, and described front raker beam is consolidated with rear raker beam Determine junction by strengthen connection strap or strengthen connecting strand upper and lower with the centre position of bottom girder spacing be connected with Limit under bottom girder load-bearing curved；Spacing beam it is provided with oblique before limiting between described front raker beam and rear raker beam Support beam and the deformation of rear raker beam two ends forwards, backwards；The front end of described front raker beam and described rear raker beam Rear end is supported on bottom frame of container directly or indirectly, described bottom frame of container include corner post and The junction of bottom girder, bottom girder and container bottom board；By described front raker beam, rear raker beam, spacing beam Constitute at least one stable triangular structure.

7, anti-deformation container according to claim 6, it is characterised in that: described stable geometric form Shape be triangle be positive isosceles triangle, described front raker beam is identical with the length of rear raker beam.

8, anti-deformation container according to claim 1, it is characterised in that: described stable geometric form Shape is triangle, described anti-deformation buttress brace include least one set before oblique pull beam and retread straining beam, described The front end of front oblique pull beam is fixing with the junction of front end corner post and back timber to be connected, the rear end of the described straining beam that retreads Fixing with the junction of rear end corner post and back timber it is connected, before the rear end of described front oblique pull beam and the straining beam that retreads End is fixing to be connected, and the fixed connection place of described front oblique pull beam and the straining beam that retreads is directly and the centre position of bottom girder Fixing connect or by strengthening connection strap or strengthening that connecting strand is upper and lower with the centre position of bottom girder spacing to be connected Curved to limit under bottom girder load-bearing, by described front oblique pull beam, retread straining beam and back timber to constitute at least one stable Triangular structure.

9, anti-deformation container according to claim 8, it is characterised in that: when described front oblique pull beam When being equivalent to described bottom girder height with the height of the fixed connection place of the straining beam that retreads, described front oblique pull beam and Retread straining beam fixed connection place directly and the fixing connection of bottom girder.

10, anti-deformation container according to claim 8, it is characterised in that: in described front oblique pull It is additionally provided with the front raker beam of least one set and rear raker beam below the fixed connection place of beam and the straining beam that retreads, described Front raker beam front end and front end corner post and the junction of bottom girder or bottom girder leading portion portion is fixing is connected, described Rear raker beam rear end and rear end corner post and the junction of bottom girder or bottom girder back segment portion is fixing is connected, described The front end of rear end and rear raker beam of front raker beam fixing be connected, described front raker beam and rear raker beam Fixed connection place is the most spacing with the centre position of bottom girder by described reinforcement connection strap or reinforcement connecting strand Ground connects.

11, the anti-deformation container described according to Claim 8,9 or 10, it is characterised in that: described Geometry is that triangle is down isosceles triangle, described front oblique pull beam and the length phase of the straining beam that retreads With.

12, the anti-deformation container described according to Claim 8,9 or 10, it is characterised in that: described The junction of front end corner post and bottom girder is corner fittings on front end；After described rear end corner post and the junction of bottom girder are Corner fittings on end.

13, anti-deformation container according to claim 1, it is characterised in that: described stable geometry Be shaped as triangle, described anti-deformation buttress brace include least one set before oblique pull beam and retread straining beam, described The front end of rear end and the straining beam that retreads of front oblique pull beam fixing be connected, described front oblique pull beam and the straining beam that retreads Fixed connection place is by strengthening connection strap or strengthening the upper and lower spacing ground company in centre position of connecting strand and bottom girder Connect；Described front oblique pull beam and retreading is provided with spacing beam with oblique pull beam before limiting and the straining beam that retreads between straining beam Two ends deformation forwards, backwards, support column is passed through in the front end of described front oblique pull beam and the rear end of the described straining beam that retreads Being supported on bottom frame of container, described bottom frame of container includes corner post and the junction of bottom girder, bottom girder And container bottom board；By described front oblique pull beam, the straining beam that retreads, that spacing beam constitutes at least one is stable Triangular structure.

14, anti-deformation container according to claim 1, it is characterised in that: described stable geometry Being shaped as arch, described anti-deformation buttress brace includes at least arched girder, the front end of described arched girder With front end corner post or front end corner post and the junction of bottom girder or bottom girder leading portion portion is fixing is connected, described arch The rear end of ellbeam is with rear end corner post or end corner post and the junction of bottom girder or bottom girder back segment portion are fixed even afterwards Connecing, at least one place of described bottom girder is by strengthening connection strap or strengthening the upper and lower spacing ground company of connecting strand and arched girder Connect.

15, anti-deformation container according to claim 14, it is characterised in that: when described arched girder Two ends fixing with corner post when being connected respectively, the tangential direction of arcuate arc at two ends before and after described arched girder For the vertical direction extended along corner post.

16, anti-deformation container according to claim 14, it is characterised in that: when described arched girder Two ends fixing with described bottom girder when being connected respectively, described arched girder arcuate arc at the junction point of two ends to The angle that bottom girder outside lower tangential direction and arched girder is formed is less than or equal to 90 degree.

17, anti-deformation container according to claim 1, it is characterised in that: described stable geometry Being shaped as arch, described anti-deformation buttress brace includes at least arched girder, and the arch body of described arched girder is extremely It is provided with a reinforcement connection strap less or reinforcement connecting strand can upper and lower with container bottom girder be connected spacingly；Institute The arched girder rear and front end stated is supported on bottom frame of container directly or indirectly, at the bottom of described container Framework includes corner post and the junction of bottom girder, bottom girder and container bottom board.

18, anti-deformation container according to claim 17, it is characterised in that: before described arched girder Spacing beam it is provided with to limit its two ends deformation forwards, backwards between rear two ends.

19, a kind of container bottom girder anti-deformation device, it is characterised in that: this device include constituting stablize several The bottom girder anti-deforming structure of what shape, described geometry is triangle and/or arch；The described end Beam anti-deforming structure includes at least anti-deformation buttress brace, at least one end energy of described anti-deformation buttress brace Being supported in directly or indirectly on the bottom frame of container of bottom girder both sides, described bottom frame of container includes Corner post and the junction of bottom girder, bottom girder and container bottom board；Described bottom girder anti-deforming structure energy and packaging The transmission of bottom beam power connects, by described bottom girder anti-deforming structure by container bottom girder on lower limit ground on the ground Intermediate cycling load is distributed on the bottom frame of container on both sides thus curved under bottom girder load-bearing described in limiting.

20, container bottom girder anti-deformation device according to claim 19, it is characterised in that: described Geometry is triangle, and described anti-deformation buttress brace includes the front raker beam of least one set and rear diagonal brace Beam, the rear end of described front raker beam and the front end of rear raker beam are fixing to be connected, described front raker beam and after The fixed connection place of raker beam be provided with reinforcement connection strap or strengthen connecting strand, described reinforcement connection strap or The lower end strengthening connecting strand can be connected with the upper and lower spacing of container bottom girder；Described front raker beam and retreading Spacing beam it is provided with to limit front raker beam and the deformation of rear raker beam two ends forwards, backwards between support beam；Before described The front end of raker beam and the rear end of described rear raker beam can be supported in bottom frame of container directly or indirectly On, described bottom frame of container includes corner post and the junction of bottom girder, bottom girder and container bottom board；By Described front raker beam, rear raker beam, spacing beam constitute at least one stable triangular structure.

21, container bottom girder anti-deformation device according to claim 19, it is characterised in that: described Geometry is triangle, and described anti-deformation buttress brace includes least one set front oblique pull beam and rear oblique pull Beam, the rear end of described front oblique pull beam and the front end of the straining beam that retreads are fixing to be connected, described front oblique pull beam and after The fixed connection place of oblique pull beam be provided with reinforcement connection strap or strengthen connecting strand, described reinforcement connection strap or The lower end strengthening connecting strand can be connected with the upper and lower spacing of container bottom girder；Described front oblique pull beam and retreading Be provided with between straining beam spacing beam with limit before oblique pull beam and retread straining beam two ends forwards, backwards deformation, described before The front end of oblique pull beam and the rear end of the described straining beam that retreads can be supported in bottom frame of container by support column respectively On, described bottom frame of container includes corner post and the junction of bottom girder, bottom girder and container bottom board；By Described front oblique pull beam, the straining beam that retreads, spacing beam constitute at least one stable triangular structure.

22, container bottom girder anti-deformation device according to claim 21, it is characterised in that: described It is additionally provided with least one set by under centre forwards, backwards both sides below the fixed connection place of front oblique pull beam and the straining beam that retreads The front raker beam of side's inclination and rear raker beam, the rear end of described front raker beam is fixed with the front end of rear raker beam Connecting, described front raker beam and the fixed connection place of rear raker beam by described reinforcement connection strap or add Strong ties rope is upper and lower with the centre position of bottom girder to be connected, between described front raker beam and rear raker beam spacingly It is provided with spacing beam to limit front raker beam and the deformation of rear raker beam two ends forwards, backwards；Described front raker beam The rear end of front end and described rear raker beam can be supported on bottom frame of container directly or indirectly.

23, container bottom girder anti-deformation device according to claim 19, it is characterised in that: described Geometry is arch, and described anti-deformation buttress brace includes at least arched girder, described arched girder Arch body at least provided with one strengthen connection strap or strengthen connecting strand can be the most spacing with container bottom girder Connect；Described arched girder rear and front end is supported on bottom frame of container directly or indirectly, described Bottom frame of container includes corner post and the junction of bottom girder, bottom girder and container bottom board.

24, container bottom girder anti-deformation device according to claim 23, it is characterised in that: described arch Spacing beam it is provided with between two ends to limit its two ends deformation forwards, backwards before and after ellbeam.

25, a kind of anti-deformation container type prefabricated house, is formed by connecting, often by the combination of several container units Individual described container units structure includes at least one side assembly, and described side assembly is by lateral frame Constituting with wooden partition, described lateral frame includes two corner posts and two curb girders, and described curb girder includes back timber And bottom girder, it is characterised in that: in described container units, at least one container units is claim Container described in any one of 1-18.

The geometry that the present invention has stable configuration state some dexterously is incorporated into container or packaging In the engineering framework of box movable house, the uniqueness utilizing raker beam and/or oblique pull beam and/or arched girder to constitute is ingenious Bottom girder anti-deforming structure the load in the middle of bottom girder is distributed to the both sides that bearing capacity is much better than, by uniqueness Structural Design solve the section bar strength problem of bottom girder itself, substantially increase holding of container bottom girder Loading capability and anti-deformation ability.And give the version of several different anti-deforming structure.

The especially present invention introduces the architectural concept of the extremely well arched girder of dispersion, bearing capacity dexterously, Pass to because the tangential direction of the upper arbitrfary point of arch, pressure edge that the load that arch body bears produces can be divided by domes Both sides arch springing bears, and the arch each cross section of body is all only 0 by compressive stress, its radial stress, so the knot of arched girder Structure stability and anti-bending strength considerably beyond general beam body, the present invention unique and dexterously in engineering framework Container base beam section bearing capacity is solved with carrying perfect structure in conjunction with the bottom girder anti-deformation incorporating arched girder Not enough, bottom girder span is excessive and the bottom girder that causes is easily deformed, it is excessive to deform and the fatal problem such as deformation failure.

Meanwhile, utilizing the container bottom girder anti-deformation device that the present invention provides, we can be strong to engineering structure Degree is not enough, and container is reequiped, can be big after in position having added the bottom girder anti-deformation device of the present invention The big load capacity increasing bottom girder, is even transformed into satisfactory container by useless case, has agreed with energy-conservation subtracting The industrial theory of row.

Accompanying drawing explanation

Below accompanying drawing is briefly described, it should be apparent that, the accompanying drawing in describing below is only the present invention Some embodiments, for those of ordinary skill in the art, in the premise not paying creative work Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.

Fig. 1 is the structural representation of container；

Fig. 2 be container anti-deformation buttress brace of the present invention be one of structural representation of raker beam；

Fig. 3 be container anti-deformation buttress brace of the present invention be the two of the structural representation of raker beam, wherein anti-deformation adds Brutal is two groups of raker beam；

Fig. 4 be container anti-deformation buttress brace of the present invention be the three of the structural representation of raker beam；

Fig. 5 be container anti-deformation buttress brace of the present invention be the four of the structural representation of raker beam；

Fig. 6 be container anti-deformation buttress brace of the present invention be the five of the structural representation of raker beam；

Fig. 7 be container anti-deformation buttress brace of the present invention be the six of the structural representation of raker beam；

Fig. 8 be container anti-deformation buttress brace of the present invention be the seven of the structural representation of raker beam, wherein raker beam with Lateral frame separates；

Fig. 9 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is one Group raker beam；

Figure 10 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is two Group raker beam；

Figure 11 be container anti-deformation buttress brace of the present invention be one of structural representation of oblique pull beam；

Figure 12 be container anti-deformation buttress brace of the present invention be the two of the structural representation of raker beam, wherein add strong ties Bar is for being obliquely installed；

Figure 13 be container anti-deformation buttress brace of the present invention be the three of the structural representation of raker beam, wherein anti-deformation adds Brutal is two groups of oblique pull beams；

Figure 14 be container anti-deformation buttress brace of the present invention be the four of the structural representation of raker beam, wherein oblique pull beam with Bottom girder is directly fixing to be connected；

Figure 15 be container anti-deformation buttress brace of the present invention be the five of the structural representation of raker beam, wherein anti-deformation adds Brutal is one group of oblique pull beam and one group of raker beam；

Figure 16 be container anti-deformation buttress brace of the present invention be the six of the structural representation of raker beam, wherein anti-deformation adds Brutal is one group of oblique pull beam and one group of raker beam；

Figure 17 be container anti-deformation buttress brace of the present invention be the seven of the structural representation of raker beam, wherein anti-deformation adds Brutal is one group of oblique pull beam and one group of raker beam；

Figure 18 be container anti-deformation buttress brace of the present invention be the eight of the structural representation of raker beam, wherein oblique pull beam with Lateral frame separates；

Figure 19 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is one Group oblique pull beam；

Figure 20 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is one Group oblique pull beam and one group of raker beam；

Figure 21 be container anti-deformation buttress brace of the present invention be one of structural representation of arched girder；

Figure 22 be container anti-deformation buttress brace of the present invention be the two of the structural representation of arched girder, be provided with many Strengthen connection strap；

Figure 23 be container anti-deformation buttress brace of the present invention be the three of the structural representation of arched girder, wherein arched girder Two ends are fixing with corner post stage casing to be connected；

Figure 24 be container anti-deformation buttress brace of the present invention be the four of the structural representation of arched girder, wherein arched girder Two ends are fixing with corner post stage casing to be connected；

Figure 25 be container anti-deformation buttress brace of the present invention be the five of the structural representation of arched girder；

Figure 26 be container anti-deformation buttress brace of the present invention be the six of the structural representation of arched girder, wherein arched girder with Lateral frame separates；

Figure 27 be container anti-deformation buttress brace of the present invention be the seven of the structural representation of arched girder, wherein arched girder with Lateral frame separates；

Figure 28 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is arch Ellbeam；

Figure 29 is the structural representation of the container bottom girder anti-deformation device of the present invention, and wherein anti-deformation buttress brace is arch Ellbeam.

In figure:

End corner post 4 after back timber 1 bottom girder 2 front end corner post 3

After front raker beam 5, raker beam 6 strengthens the spacing beam of connection strap 78

Front oblique pull beam 9 retreads straining beam 10 support column 11 arched girder 12

Detailed description of the invention

Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clearly Chu, it is fully described by.

Container shown in Fig. 1, including at least one side assembly (as shown in Figure 2), described side is permissible Be container left and right side can also be the side of end before and after container, described side assembly is by side frame Frame and wooden partition are constituted, and described lateral frame includes two corner posts and two curb girders, and described curb girder includes top Beam 1 and bottom girder 2, for ease of statement, the side assembly in following example is with right side shown in the drawings as front end Left-side rear end, two corner posts are respectively front end corner post 3 and rear end corner post 4 respectively,

First group of embodiment

In side assembly shown in Fig. 2, it is provided with in described lateral frame and can constitute geometry Bottom girder anti-deforming structure, described geometry is positive isosceles triangle, described bottom girder anti-deformation knot Structure includes that at least anti-deformation buttress brace, described anti-deformation buttress brace are the front diagonal brace that one group of length is identical Beam 5 and rear raker beam 6, the front end of described front raker beam 5 is solid with the junction of front end corner post 3 and bottom girder 2 Fixed connection, the rear end of described rear raker beam 6 is fixing with the junction of rear end corner post 4 and bottom girder 2 to be connected； Described front end corner post 3 and the junction of bottom girder 2 can be under the front end connecting front end corner post 3 and bottom girder 2 Corner fittings, can be the bottom of front end corner post 3, can be the leading section of bottom girder 2, it is also possible to be to include State at the two of three parts or be simultaneously connected with at three, it is also possible to being corner post corner fittings integral type or curb girder corner fittings one (definition below in relation to corner post and the junction of curb girder is similar with this in the end of the beam for container post of body formula With)；The rear end of described front raker beam 5 is fixing with the front end of rear raker beam 6 to be connected.

Described front raker beam 5 and the fixed connection place of rear raker beam 6 are by vertically disposed reinforcement connection strap 7 (described reinforcement connection strap does not limit shape so can also be to strengthen connecting rod) and the centre of bottom girder 2 Position is upper and lower connect to limit spacingly curved under bottom girder load-bearing (certainly for adding described in the needs of special construction Strong ties bar can also be obliquely installed, when strengthen connection strap be obliquely installed time can be before and after side symmetrically It is arranged in pairs, as shown in Figure 6, as long as front raker beam 5 can be hung on the most evenly by the middle of bottom girder 2 Fixed connection place with rear raker beam 6), described strengthen connection strap 7 can respectively with described before The centre position of raker beam 5 and the fixed connection place of rear raker beam 6 and bottom girder 2 is fixing to be connected, it is also possible to It is spacing to be connected that (described spacing to be connected as described reinforcement connection strap 7 lower end spacing described respectively with them Bottom girder 2 relatively move down and the consolidating of spacing described described front raker beam 5 and rear raker beam 6 Determining junction relatively to move up, described spacing connection can wait conventional knot by snapping connection of two ends Structure realizes) so that in the fixed connection place of described front raker beam 5 and rear raker beam 6 and bottom girder 2 Between position can by described reinforcement connection strap about 7 spacing connect, bottom girder 2 centre position can be hanged It is hung on described front raker beam 5 and the fixed connection place of rear raker beam 6, curved to limit under bottom girder 2 load-bearing.

From the angle of mechanics, said structure is made up of described front raker beam 5, rear raker beam 6 and bottom girder 2 One stable triangular structure.It is understood that what the own structural strength being subject to when bottom girder was not enough to bear Overbending deformation will cause damage during load, the light alloy material such as aluminium alloy starts the most in recent years Enter container industry, when we select light alloy material as the material of container main member, its It is a focal issue that the mechanical property of main member such as bottom girder becomes, due to before described in above-described embodiment Raker beam 5, rear raker beam 6 and bottom girder 2 constitute stable triangular structure, and due to the arm of force in bottom girder Reason weight capacity is the most weak is exactly the centre position of bottom girder, and the present embodiment is by strengthening connection strap 7 by bottom girder Between position hang and be limited in the position of front raker beam 5 and rear raker beam 6 cross support and (certainly, work as raker beam Interlude when possessing enough bending strengths, front diagonal brace can also be fixed in described reinforcement connection strap upper end On the interlude of beam 5 and rear raker beam 6, the deformation failure as long as front raker beam 5 and rear raker beam 6 do not stress The geometry of bottom girder anti-deforming structure just, as shown in Figure 7), thus by the load in the middle of bottom girder Lotus F has been distributed to more much bigger than the bearing capacity in bottom girder centre position along front raker beam 5 and rear raker beam 6 Bottom girder two ends or the strongest corner fittings position of vertical bearing ability, the skew force being distributed to both sides is F ', its Vertical stress component is f, and stable triangular structure considerably increases the anti-deformation ability of bottom girder, considerably increases the end The bearing capacity in beam centre position.

Above-mentioned front raker beam 5 and the positive isosceles triangle of rear raker beam 6 composition including that length is identical, it is possible to Suitably to change front raker beam 5 and the length of rear raker beam 6 by the demand of special construction, even if length Differ composition is non-isosceles triangle, as long as it can meet the load in the middle part of both sides dispersion bottom girder, structure Become stable triangular structure.

Above-mentioned anti-deformation buttress brace is one group of front raker beam 5 and rear raker beam 6, for strengthening bottom girder anti-deforming structure Bearing capacity can also use front raker beam 5 and the version of rear raker beam 6 organized, as shown in Figure 3 more Structure be i.e. to have employed two groups of front raker beam 5 and the version of rear raker beam 6；So by two groups very Suspended load to the front raker beam 5 of more groups and rear raker beam 6 increases the dispersion of bottom girder anti-deforming structure Bearing capacity, the bearing stability of increase bottom girder 2 structure.

The above-mentioned front raker beam 5 described in bottom girder anti-deforming structure and the length of rear raker beam 6 can bases The practical structures of container needs to adjust, when described front raker beam 5 and after the fixed connection place of raker beam 6 When being highly equivalent to the height of back timber 1, described front raker beam 5 and the fixed connection place of rear raker beam 6 are straight Connect connection (as shown in Figure 4) fixing with back timber 1；When described front raker beam 5 and after the fixing company of raker beam 6 When connecing the height at place less than the height of back timber 1, described front raker beam 5 and the fixing connection of rear raker beam 6 Place can also be connected by connection strap is fixing with back timber 1.

When the structural strength of bottom girder 2 simply also exist slightly for maximum load not enough time, such as Fig. 5 Shown in, we can also use the front end of front raker beam 5 fix with bottom girder 2 leading portion portion be connected, described after The version being connected is fixed, with bottom girder 2 back segment portion, in the rear end of raker beam 6, and be so made up of raker beam is anti- The load in bottom girder 2 centre position just is distributed to be partial on the bottom girder on both sides rather than the end by deformation reinforcement structure The two ends of beam, intensity can be shown slightly the intermediate cycling load of not enough structure of bottom girder and suitably divide by this frame mode It is scattered to both sides thus reaches requirement of strength and prevent interlude inefficacy deformation, but relative bottom girder anti-deforming structure can With the smallest and the most exquisite.Same, load F in the middle of bottom girder is disperseed to both sides by raker beam, strong at relative support Spend bigger both sides forming skew force is F ', and its vertical stress component is f, and its horizontal component is typically to bottom girder intensity not Have a negative impact.Stable triangular structure enhances anti-deformation ability and the bearing capacity of bottom girder interlude.

Above structure can produce certain water due to raker beam when disperseing the load in the middle of bottom girder 2 to both sides Divide power equally, perhaps overall structure can be produced disadvantageous image when raker beam is supported in downwards corner fittings or corner post, So following structure can be used: as shown in Figure 8, by the downward support end of the raker beam in said structure (i.e. The rear end of the front end of front raker beam 5 and rear raker beam 6) separate with lateral frame, in described front raker beam 5 And spacing beam 8 is set between rear raker beam 6 to limit front raker beam 5 and the change of rear raker beam 6 two ends forwards, backwards Shape (it can also be many that spacing beam can be one), the downward support end of raker beam be (i.e. front raker beam 5 Front end and the rear end of rear raker beam 6) can be supported directly upon on bottom frame of container, it is also possible to by supporting Structure (support column 11 etc.) is supported on bottom frame of container indirectly, and described bottom frame of container includes Corner post and the junction of bottom girder 2, bottom girder 2 and container bottom board；By described front raker beam 5, rear diagonal brace Beam 6, spacing beam 8 constitute stable triangular structure.Described spacing beam 8 and described reinforcement connection strap 7 Between the general infinite place of infall connect, as shown in Figure 8, spacing beam can arrange groove or hole allows at infall Strengthen connection strap 7 to pass so that bottom girder can hang to be arranged at and bear the most front raker beam 5 He of loading force The fixed connection place that rear raker beam 6 mutually supports；Certainly strong ties is added at described spacing beam 8 with described Bar 7 infall can also be fixing connection, and its structure has effect of anti-bottom girder deformation equally.Such tiltedly The structure that support beam separates with container main frame is more flexible, and the downward Support Position of raker beam is also to support by force Spend the position of bigger close corner fittings.As shown in Figure 8, described anti-deformation buttress brace (i.e. front raker beam 5 With rear raker beam 6) and bottom frame of container only form vertical stress component power transmission connect, at bottom frame of container On the support force at raker beam two ends that afforded only have vertical stress component f, and the level of raker beam distractive load is divided Power then puts on spacing beam, and container main frame will not be affected.

The bottom girder anti-deforming structure that above-mentioned raker beam separates with container main frame then can take out conduct A kind of stand-alone product, i.e. container bottom girder anti-deformation device, as shown in Figure 9, Figure 10, this device includes energy Constituting the bottom girder anti-deforming structure of geometry, described bottom girder anti-deforming structure includes that at least one is prevented Deformation buttress brace, described geometry is triangle, and described anti-deformation buttress brace includes at least one Organizing front raker beam 5 and rear raker beam 6, the front end of the rear end of described front raker beam 5 and rear raker beam 6 is fixed Connect, the fixed connection place of described front raker beam 5 and rear raker beam 6 be provided with reinforcement connection strap 7 or Strengthen connecting strand, described reinforcement connection strap 7 or strengthen the lower end of connecting strand can upper with container bottom girder 2 Lower limit ground connects；Be provided with between described front raker beam 5 and rear raker beam 6 spacing beam 8 with limit before Raker beam and the deformation of rear raker beam two ends forwards, backwards；The front end of described front raker beam 5 and described rear diagonal brace The rear end of beam 6 can direct or through support column 11 and indirectly be supported in the bottom frame of container of bottom girder 2 both sides On, described bottom frame of container includes corner post and the junction of bottom girder 2, bottom girder 2 and container bottom board； At least one stable triangular structure is constituted by described front raker beam, rear raker beam, spacing beam.

In producing, transporting, the structural strength of container produces the bearing capacity deficiency of deficiency, particularly bottom girder Time, container can be reequiped by we, has in position added the bottom girder anti-deformation device of the present invention After can be greatly increased the load capacity of bottom girder, even useless case is transformed into satisfactory container, agrees with The industrial theory of energy-saving and emission-reduction.

The above-mentioned structure being arranged in raker beam by strengthening connection strap 7 to hang in the middle of bottom girder 2, therein Strengthen connection strap 7 or reinforcement connecting rod can also be to substitute, only with reinforcement connecting strand (such as steel wire rope etc.) Want can reach anti-deformation buttress brace (front raker beam 5, rear raker beam 6) and bottom girder about 2 connects spacingly, The centre position making bottom girder 2 hangs on anti-deformation buttress brace.

Second group of embodiment

In side assembly shown in Figure 11, it is provided with in described lateral frame and can constitute geometry Bottom girder anti-deforming structure, described geometry is positive isosceles triangle, described bottom girder anti-deformation knot Structure includes that at least anti-deformation buttress brace, described anti-deformation buttress brace are the front oblique pull that one group of length is identical Beam 9 and the straining beam 10 that retreads, the front end of described front oblique pull beam 9 and front end corner post 3 and the junction of back timber 1 Fixing connection, the rear end of the described straining beam 10 that retreads is fixing with the junction of rear end corner post 4 and back timber 1 to be connected； Described front end corner post 3 and the junction of back timber 1 can be to connect on the front end of front end corner post 3 and back timber 1 Corner fittings, can be the upper end of front end corner post 3, can be the leading section of back timber 1, it is also possible to be to include State at the two of three parts or at three, it is also possible to be corner post corner fittings integral type or the collection of curb girder corner fittings integral type The end of vanning beam column；The rear end of described front oblique pull beam 9 is fixing with the front end of the straining beam 10 that retreads to be connected.

Described front oblique pull beam 9 and the fixed connection place of the straining beam 10 that retreads are by vertically disposed reinforcement connection strap 7 (described reinforcement connection strap does not limit shape so can also be to strengthen connecting rod) and the centres of bottom girder 2 Position is upper and lower connect to limit spacingly curved under bottom girder 2 load-bearing (certainly for described in the needs of special construction Strengthen connection strap can also be obliquely installed, can be that before and after side is symmetrical when strengthening connection strap and being obliquely installed Be arranged in pairs, as shown in figure 12, as long as can by effectively hang in the middle of bottom girder 2 front oblique pull beam 9 and after The fixed connection place of oblique pull beam 10), described strengthen connection strap 7 can respectively with described before tiltedly The centre position of straining beam 9 and the fixed connection place of the straining beam 10 that retreads and bottom girder 2 is fixing to be connected, it is also possible to be Spacing it is connected with them respectively and (described spacing is connected as that described to strengthen connection strap 7 lower end spacing described Bottom girder 2 relatively moves down and spacing described described front oblique pull beam 9 and the straining beam 10 that retreads fixing Junction relatively moves up, and described spacing connection can be by the conventional structure such as snap connection at two ends Realize) so that the fixed connection place of described front oblique pull beam 9 and the straining beam 10 that retreads with in bottom girder 2 Between position can by described reinforcement connection strap about 7 spacing connect, bottom girder 2 centre position can be hanged It is hung on described front oblique pull beam 9 and the fixed connection place of the straining beam 10 that retreads, curved to limit under bottom girder 2 load-bearing.

In said structure by described front oblique pull beam 9, retread straining beam 10 and bottom girder 2 constitute one stable Triangular structure；The suspension of bottom girder centre position is limited in front oblique pull beam 9 by strengthening connection strap 7 and retreads Position that straining beam 10 is fixing to be connected (certainly, when the interlude of oblique pull beam possesses enough bending strengths, institute The reinforcement connection strap upper end stated can also be fixed on the interlude of front oblique pull beam 9 and the straining beam 10 that retreads, as long as Front oblique pull beam 9 and the straining beam 10 that retreads do not stress deformation failure bottom girder anti-deforming structure geometry just OK), thus load F in the middle of bottom girder has been distributed to back timber along front oblique pull beam 9 and the straining beam 10 that retreads Two ends and corner fittings position, the skew force being distributed to both sides is F ', and its vertical stress component is f, stable triangle knot Structure considerably increases the anti-deformation ability of bottom girder, considerably increases the bearing capacity in bottom girder centre position.

Above-mentioned front oblique pull beam 9 and the positive isosceles triangle of straining beam 10 composition of retreading including that length is identical, it is possible to Suitably to change front oblique pull beam 9 and the length of the straining beam 10 that retreads by the demand of special construction, even if length Differ composition is non-isosceles triangle, as long as it can meet the load in the middle part of both sides dispersion bottom girder, structure Become stable triangular structure.

Above-mentioned anti-deformation buttress brace be one group before oblique pull beam 9 and the straining beam 10 that retreads, for strengthening bottom girder anti-deformation knot The bearing capacity of structure can also use oblique pull beam 9 and the version of the straining beam 10 that retreads before many groups, such as Figure 13 Shown structure be i.e. have employed two groups before oblique pull beam 9 and the version of the straining beam 10 that retreads；So by two The front oblique pull beam 9 of the even more many groups of group and the suspended load of the straining beam 10 that retreads are to increase bottom girder anti-deforming structure Dispersion bearing capacity, the bearing stability of increase bottom girder 2 structure.

The length of the front oblique pull beam 9 described in above-mentioned bottom girder anti-deforming structure and the straining beam 10 that retreads can basis The practical structures of container needs to adjust, when the fixed connection place of described front oblique pull beam 9 and the straining beam 10 that retreads When being highly equivalent to the height of bottom girder 2, described front oblique pull beam 9 and the fixed connection place of the straining beam 10 that retreads are straight Connect and bottom girder 2 directly fixing connection (as shown in figure 14).

Front oblique pull beam 9 that this group embodiment uses and retread straining beam 10 can also with front group of embodiment in before tiltedly Support beam 5 and rear raker beam 6 are used in conjunction with thus obtain the anti-deformation ability of more preferable bottom girder interlude And bearing capacity.As shown in Figure 15,16,17, consolidating of described front oblique pull beam 9 and the straining beam 10 that retreads Determine below junction, to be additionally provided with one group of front raker beam 5 and rear raker beam 6 (can also be many groups), described The front end of front raker beam 5 and front end corner post 3 and the junction of bottom girder 2 or bottom girder 2 leading portion portion is fixing is connected, The rear end of described rear raker beam 6 and rear end corner post 4 and the junction of bottom girder 2 or bottom girder 2 back segment portion are solid Fixed connecting, the rear end of described front raker beam 5 is fixed with the front end of rear raker beam 6 and is connected, described front tiltedly The fixed connection place of support beam 5 and rear raker beam 6 is fixing with described reinforcement connection strap 7 to be connected.

Above structure can produce certain water due to oblique pull beam when disperseing the load in the middle of bottom girder 2 to both sides Divide power equally, perhaps overall structure can be produced disadvantageous image when oblique pull beam is supported in downwards corner fittings or corner post, So following structure can be used: as shown in figure 18, by the downward support end of the oblique pull beam in said structure (i.e. The rear end of the front end of front oblique pull beam 9 and the straining beam 10 that retreads) separate with lateral frame, at described front oblique pull beam 9 and retread spacing beam 8 is set between straining beam 10 with oblique pull beam 9 before limiting and straining beam 10 two ends forwards, backwards of retreading Deformation (it can also be many that spacing beam can be one), downward support end (the i.e. front oblique pull beam 9 of oblique pull beam Front end and the rear end of straining beam 10 of retreading) by supporting construction (support column 11, it is also possible to be other routine Supporting construction) it is supported on bottom frame of container, described bottom frame of container includes corner post and bottom girder 2 Junction, bottom girder 2 and container bottom board；So by described front oblique pull beam 9, the straining beam 10 that retreads, limit Position beam 8 constitutes stable triangular structure.As shown in figure 18.Such oblique pull beam and container main frame divide From structure more flexible, the downward Support Position of oblique pull beam is also the position of the close corner fittings that support strength is bigger Put.As shown in figure 18, described anti-deformation buttress brace (oblique pull beam 9 and the straining beam 10 that retreads before i.e.) and packaging Bottom framework only forms the power transmission of vertical stress component and connects, the oblique pull beam afforded on bottom frame of container The support force at two ends only has vertical stress component f, the horizontal component of raker beam distractive load then to put on spacing beam, Container main frame will not be affected.And same above-mentioned oblique with container main frame separate type Straining beam bottom girder anti-deforming structure can also be with the diagonal brace with container main frame separate type in previous group embodiment Beam bottom girder anti-deforming structure is used in conjunction with.

The bottom girder anti-deforming structure that above-mentioned oblique pull beam separates with container main frame can be taken out as one Stand-alone product, i.e. container bottom girder anti-deformation device, as shown in Figure 19, Figure 20, this device includes constituting The bottom girder anti-deforming structure of geometry, described bottom girder anti-deforming structure includes at least anti-deformation Buttress brace, described geometry is triangle；Before described anti-deformation buttress brace includes least one set Oblique pull beam 9 and the straining beam 10 that retreads, the rear end of described front oblique pull beam 9 is fixing with the front end of the straining beam 10 that retreads even Connecing, described front oblique pull beam 9 is provided with reinforcement connection strap 7 with the fixed connection place of the straining beam 10 that retreads or adds Strong ties rope, described reinforcement connection strap 7 or strengthen the lower end of connecting strand can upper and lower with container bottom girder 2 Connect spacingly；Spacing beam 8 it is provided with oblique before limiting between described front raker beam 5 and rear raker beam 6 Straining beam 9 and straining beam 10 two ends forwards, backwards deformation of retreading；The front end of described front oblique pull beam 9 and described retreading The rear end of straining beam 10 can be supported on bottom frame of container, at the bottom of described container by support column 11 respectively Framework includes corner post and the junction of bottom girder 2, bottom girder 2 and container bottom board；By described front oblique pull beam 9, Retread straining beam 10, spacing beam 8 constitutes stable triangular structure.Same, above-mentioned oblique pull beam type bottom girder Anti-deformation device can also with previous group embodiment is combined in one with diagonal brace beam type bottom girder anti-deformation device Rise, as shown in figure 20.

Container can be reequiped by this device, has in position added the bottom girder anti-deformation dress of the present invention Postpone the load capacity that can be greatly increased bottom girder, even useless case is transformed into satisfactory container, contract Close the industrial theory of energy-saving and emission-reduction.

Above-mentioned by being arranged at the structure on oblique pull beam by reinforcement connection strap 7 suspension in the middle of bottom girder 2, therein Strengthen connection strap 7 or reinforcement connecting rod can also be to substitute, only with reinforcement connecting strand (such as steel wire rope etc.) Want to reach anti-deformation buttress brace and bottom girder about 2 connects spacingly, makes the centre position of bottom girder 2 and hangs On anti-deformation buttress brace.

3rd group of embodiment

In side assembly shown in Figure 21, it is provided with in described lateral frame and can constitute geometry Bottom girder anti-deforming structure, described geometry is arch, and described anti-deformation buttress brace is an arch Ellbeam 12, the front end of described arched girder 12 is fixing with the junction of front end corner post 3 and bottom girder 2 to be connected, institute The rear end of the arched girder 2 stated is fixing with the junction of rear end corner post 4 and bottom girder 2 to be connected, described bottom girder 2 Centre position is connected by vertically disposed reinforcement connection strap 7 is fixing with arched girder 12 so that in bottom girder 2 Between hang on arched girder 12.

Because domes are one very perfectly bearing structure, the loads that top can be born by domes The pressure produced divides, along the circular arc (along the tangential direction of the upper arbitrfary point of arch) of domes, the arch passing to both sides Foot bears, and so just the load transfer in the middle of bottom girder has been arrived on arched girder 12, so by reinforcement connection strap 7 By perfect domes, intermediate cycling load is transferred to, along arch, the both sides that weight capacity is much better than afterwards, Arched girder relies on prominent bearing capacity and non-deformability to be greatly reinforced the bearing capacity of bottom girder.

Certainly we can also by vertically disposed reinforcement connection strap 7 and encircle the multiple positions on bottom girder 2 Ellbeam 12 is fixing to be connected, and as shown in figure 22, the load of the bottom girder at same this also can be by adding strong ties Bar be applied to correspondence arched girder on, the load of same everywhere can along the tangential direction of this point in arch to The arch springing on lower conduction both sides.

The vertically disposed of equally above-mentioned can be obliquely installed, can when strengthening connection strap and being obliquely installed To be that before and after side is arranged in pairs symmetrically, as long as arched girder can be hung on the most evenly by the middle of bottom girder 2 On 12.

Said structure can also be that the front end of described arched girder 12 is fixing with the interlude of front end corner post 3 to be connected Connecing, the fixing with the interlude of rear end corner post 4 of described arched girder 2 is connected, such as Figure 23, shown in 24, when The two ends of described arched girder 12 are fixed with corner post when being connected respectively, before and after described arched girder 12 at two ends The tangential direction of arcuate arc be the vertical direction extended along corner post；So when arched girder 12, load is distributed to Horizontal component would not be produced, it is to avoid the horizontal component adverse effect to corner structure during both sides.

When the structural strength of bottom girder 2 simply also exist slightly for maximum load not enough time, such as figure Shown in 25, we can also use the front end of arched girder 12 fix with bottom girder 2 leading portion portion be connected, described arch The version being connected is fixed, with bottom girder 2 back segment portion, in the rear end of ellbeam 12, is so made up of arched girder 12 The load in bottom girder 2 centre position just is distributed to be partial on the bottom girder on both sides by anti-deformation reinforcement structure, this The intermediate cycling load of the structure of bottom girder that intensity can be shown slightly deficiency by frame mode is suitably distributed to both sides thus reaches Prevent from interlude to lose efficacy to requirement of strength to deform, strengthen anti-deformation ability and the bearing capacity of bottom girder interlude, But relative bottom girder anti-deforming structure can be smaller and more exquisite.

When the two ends of described arched girder 12 are fixed with described bottom girder respectively and are connected, described arched girder 12 exists The angle α that bottom girder outside the downward tangential direction of the arcuate arc at the junction point of two ends and arched girder is formed is permissible It it is 90 degree, it is also possible to be less than 90 degree, as shown in figure 25.

In above structure, anti-deformation buttress brace is an arched girder 12, it would however also be possible to employ many arched girders 12 Version, increases the dispersion carrying energy of bottom girder anti-deforming structure by the suspended load of many arched girders 12 Power, the bearing stability of increase bottom girder 2 structure.

Such as Figure 26, shown in 27, can be separated with lateral frame by the arched girder in said structure, described is steady Determining geometry is arch, and described anti-deformation buttress brace includes at least arched girder, described arched girder 12 Arch body at least provided with one strengthen connection strap can be spacing with container bottom girder about 2 be connected；Described Arched girder rear and front end directs or through support column 11 and is indirectly supported on bottom frame of container, described Bottom frame of container includes corner post and the junction of bottom girder 2, bottom girder 2 and container bottom board.Described arch The angle that bottom girder outside the downward tangential direction of the beam 12 arcuate arc at the junction point of two ends and arched girder is formed Less than or equal to 90 degree, when less than 90 degree, it is provided with spacing before and after described arched girder 12 between two ends Beam 8 is to limit its two ends deformation forwards, backwards.The structure that such arched girder 12 separates with container main frame is more Adding flexibly, the downward Support Position of arched girder 12 is also the position of the close corner fittings that support strength is bigger.Such as figure Shown in 27, even if arched girder 12 tangential angle at arch springing exists less than 90 degree of internal stress made at arch springing Horizontal component, also only can put on spacing beam 8, described anti-deformation buttress brace (i.e. arched girder 12) and Bottom frame of container only forms the power transmission of vertical stress component and connects, the arch afforded on bottom frame of container The support force at ellbeam 12 two ends only has vertical stress component, and container main frame will not be by both sides distractive load water Divide any impact of power equally.

And the bottom girder anti-deforming structure that above-mentioned arched girder 12 separates with container main frame can also take out work For a kind of stand-alone product, i.e. container bottom girder anti-deformation device, such as Figure 28, shown in 29, this device includes energy Constituting the bottom girder anti-deforming structure of geometry, described bottom girder anti-deforming structure includes that at least one is prevented Deformation buttress brace, described geometry is arch, and described anti-deformation buttress brace includes at least one Arched girder 12, the arch body of described arched girder 12 strengthens connection strap 7 at least provided with one can be with container bottom girder About 2 connect spacingly so that bottom girder 2 mid-mounting is arranged on described arched girder 12；Described arch Beam 12 rear and front end can direct or through support column 11 and indirectly be supported on bottom frame of container, described Bottom frame of container include corner post and the junction of bottom girder 2, bottom girder 2 and container bottom board.

Before and after described arched girder 12 between two ends can by arrange spacing beam 8 with limit arched girder 12 to Rear and front end deforms.

Same, the bottom girder anti-deformation device of above-mentioned arched girder can also be with in front two groups of embodiments and diagonal brace Beam, oblique pull beam type bottom girder anti-deformation device combine, to obtain optimal bottom girder anti-deformation effect increase The bearing capacity of bottom girder.

The container that bearing capacity is not enough can be reequiped by this device, has in position added the present invention Bottom girder anti-deformation device after can be greatly increased the load capacity of bottom girder, even useless case is transformed into and conforms to The container asked, has agreed with the industrial theory of energy-saving and emission-reduction.

Above-mentioned by being arranged at the structure on oblique pull beam by reinforcement connection strap 7 suspension in the middle of bottom girder 2, therein Strengthen connection strap 7 or reinforcement connecting rod can also be to substitute, only with reinforcement connecting strand (such as steel wire rope etc.) Want to reach anti-deformation buttress brace and bottom girder about 2 connects spacingly, makes the centre position of bottom girder 2 and hangs On anti-deformation buttress brace.

Before and after above-mentioned between raker beam, front and back between oblique pull beam, between raker beam and oblique pull beam, strengthen even Connect between the two ends of bar 7 and anti-deformation buttress brace and bottom girder 2 and raker beam, oblique pull beam or arched girder 12 It is connected permissible with fixing between described lateral frame (including front and back end corner post, back timber, bottom girder and corner fittings) It is non-removable fixing connection (the fixing connection in following example is similar with this), such as welding etc., also Can be dismountable fixing connection, such as pin joint, threaded etc.；As long as by anti-deformation buttress brace structure The bottom girder anti-deforming structure become can keep stable engineering structure, can effectively be divided by the bearing capacity of bottom girder centre It is scattered to more can bear the two ends of weight.

The advantage using the non-removable fixing connections such as welding be the transmission efficiency of bearing capacity more preferably, structure More stable being not easy produces damage；And use the advantage of dismountable fixing connections such as pin joint to be have spirit Live constructive variation, be easy to maintenance change bottom girder anti-deforming structure component, such as need not at container Bottom girder anti-deforming structure component can be removed when bearing bigger load, or need not use bottom girder anti-deformation Structure can by part bearing pin remove after by component rotary folding together (as by front raker beam, rear raker beam Between connect bearing pin remove after by front raker beam, rear raker beam around the other end bearing pin rotate be accommodated in by On vanning bottom framework).

The container-type of a kind of novelty is invention also provides based on above-mentioned container bottom girder anti-deforming structure Prefabricated house, Nowadays, Container shipping formula prefabricated house enters into life and the engineering field of people the most more and more widely, Container type prefabricated house by several container units combination be formed by connecting, use container special-purpose member, beam, Post and sheet material, use container technique to be fabricated by.Each described container units structure includes at least one Individual side assembly, described side assembly is made up of lateral frame and wooden partition, and described lateral frame includes two Root corner post and two curb girders, described curb girder includes back timber and bottom girder, and the container-type that the present invention provides is movable Room at least one container units in described container units uses setting in above three groups of embodiments It is equipped with the container units of the bottom girder anti-deforming structure that can constitute geometry (triangle and/or arch), Described bottom girder anti-deforming structure includes that at least anti-deformation buttress brace, described anti-deformation buttress brace are oblique Support beam and/or oblique pull beam and/or arched girder.

Special engineering structure, container and container type prefabricated house cleverly of based on the present invention are selected gently comprehensively The prospect of matter alloy material will be become better and better, the carrying energy of the main frame bearing capacity particularly bottom girder of container Power will increase substantially, and simultaneously while container main body uses light alloy material comprehensively, once run into and holds Carrying strength problem, we can also use the container bottom girder anti-deformation device of steel construction both to improve neatly Bearing strength nor affects on the material of main part of container, and is convenient to mount and dismount, and the present invention is in terms of engineering structure Solve the big problem of bearing strength dexterously, the great change of container engineering field will be led.

The above, the only detailed description of the invention of the present invention, but protection scope of the present invention is not limited to This, any those familiar with the art, in the technical scope that the invention discloses, can readily occur in Change or replacement, all should contain within protection scope of the present invention.Therefore, protection scope of the present invention should Described it is as the criterion with scope of the claims.

Claims (1)

1. an anti-deformation container, including at least one side assembly, described side assembly is by side frame Frame and wooden partition are constituted, and described lateral frame includes two corner posts and two curb girders, and described curb girder includes top Beam and bottom girder, it is characterised in that: it is provided with the bottom girder that can constitute geometry in described lateral frame Anti-deforming structure, described geometry is triangle and/or arch；Described bottom girder anti-deforming structure Including at least anti-deformation buttress brace, at least one end of described anti-deformation buttress brace and described corner post and The junction of back timber and/or corner post and/or bottom frame of container form power transmission and connect, described container underframe Frame includes corner post and the junction of bottom girder, bottom girder, container bottom board；Described bottom girder adds with described anti-deformation Brutal is connected, by described bottom girder anti-deforming structure by institute on lower limit ground on the ground by the transmission of suspended structure power The intermediate cycling load stating bottom girder is distributed to both sides thus limits under bottom girder load-bearing curved.