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CN108137226A - Base frames for shipping containers - Google Patents

Base frames for shipping containers Download PDF

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Publication number
CN108137226A
CN108137226A CN201680053124.3A CN201680053124A CN108137226A CN 108137226 A CN108137226 A CN 108137226A CN 201680053124 A CN201680053124 A CN 201680053124A CN 108137226 A CN108137226 A CN 108137226A
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CN
China
Prior art keywords
base frame
gooseneck
bolster
container
floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201680053124.3A
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Chinese (zh)
Inventor
拉尔斯·鲁布克
梅雷特·坎普·安德森
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Maersk Container Industri AS
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Maersk Container Industri AS
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Publication date
Application filed by Maersk Container Industri AS filed Critical Maersk Container Industri AS
Publication of CN108137226A publication Critical patent/CN108137226A/en
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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00Component parts, details or accessories for large containers
    • B65D90/02Wall construction
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00Large containers
    • B65D88/02Large containers rigid
    • B65D88/12Large containers rigid specially adapted for transport
    • B65D88/121ISO containers

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Body Structure For Vehicles (AREA)
  • Rigid Containers With Two Or More Constituent Elements (AREA)

Abstract

The invention relates to a base frame (1) for a shipping container, comprising a front end (2) and a rear end (3) separated by a bolster (4), the front end of the base frame (1) comprising a pair of bottom side rails or beams (7) and a pair of gooseneck rails or beams (9) positioned in the longitudinal direction of the container, the rear end (3) of the base frame (1) extending from a sill (61) to the bolster (4), wherein the gooseneck rails (9) extend continuously from a front sill (6) to the bolster (4), and a plurality of arcs (51) extend continuously from the bottom side rails (7) in one side of the front end of the base frame (1) to the bottom side rails (7) in the opposite side of the front end of the base frame (1).

Description

用于船运集装箱的基部框架Base frames for shipping containers

技术领域technical field

本发明涉及用于船运集装箱的基部框架,该基部框架包括由承枕分开的前端与后端,基部框架的前端包括沿集装箱的纵向方向定位的一对底侧轨道或梁以及一对鹅颈轨道或梁,基部框架的后端从门槛延伸到承枕。The present invention relates to a base frame for a shipping container comprising a front end and a rear end separated by a bolster, the front end of the base frame comprising a pair of bottom side rails or beams and a pair of goosenecks positioned in the longitudinal direction of the container Track or beam, the rear end of the base frame extends from the sill to the bolster.

背景技术Background technique

船运集装箱通常地包括一对侧壁、后端、前端、顶盖、底板与基部框架。基部框架包括两个纵向底侧轨道与多个平行的底部横向构件,底板放置在多个平行的底部横向构件上并且底板通过紧固装置被固定到这种横向构件。在底板的端部以及布置在集装箱的前端中的基部框架中,比普通横向构件更重的横向构件形成集装箱的所谓鹅颈区域的一端。这种较重的横向构件通常称为承枕。承枕在集装箱的主要部分中的底板与集装箱的鹅颈部分中的底板之间形成过渡部。在集装箱的鹅颈部分或前端中的底板覆盖从承枕到集装箱的前面板以及从集装箱的一侧到另一侧的区域。在鹅颈部分中也具有称为悬臂梁的横向构件,但是在这里横向构件从底侧轨道横向地延伸到鹅颈轨道。鹅颈部通常地设有从集装箱前部延伸到承枕的两个平行鹅颈轨道。在底板下方且在鹅颈轨道之间形成一通道、被称为鹅颈通道。Shipping containers typically include a pair of side walls, a rear end, a front end, a roof, a floor, and a base frame. The base frame comprises two longitudinal bottom side rails and a plurality of parallel bottom cross-members on which a base plate is placed and secured to such cross-members by means of fastening means. At the end of the floor and in the base frame arranged in the front end of the container, a heavier-than-normal cross-member forms one end of the so-called gooseneck area of the container. This heavier cross member is commonly referred to as a bolster. The bolster forms a transition between the floor in the main portion of the container and the floor in the gooseneck portion of the container. The floor in the gooseneck portion or front end of the container covers the area from the bolsters to the front panel of the container and from one side of the container to the other. In the gooseneck section there is also a cross member called a cantilever, but here the cross member extends laterally from the bottom side track to the gooseneck track. The gooseneck is usually provided with two parallel gooseneck tracks extending from the front of the container to the bolster. Below the base plate and between the gooseneck tracks is formed a channel, called the gooseneck channel.

最通常使用的干式集装箱底板材料是变为稀缺资源的硬木。由此,需要发现或开发能够满足由ISO标准提出的机械要求的另选底板系统。The most commonly used dry container floor material is hardwood which has become a scarce resource. Thus, there is a need to find or develop alternative bedplate systems that can meet the mechanical requirements set forth by the ISO standard.

这些另选底板系统中的大部分包括放在一起形成底板的多个成型件或条板。Most of these alternative floor systems include multiple profiles or strips that are brought together to form the floor.

例如,现有技术的底板构造使用三种不同尺寸的木质底板。可以从集装箱的门端到承枕使用具有L×W(长度×宽度)2400mm×1160mm尺寸的大底板。由于从集装箱的门端到承枕的距离通常是8588mm,因此仅三个具有上面尺寸的底板可以成对地并排布置(集装箱中的底板的内部宽度是2×1160mm),留下到承枕的1388mm的间隙。由此,必须提供具有L×W1388mm×1160mm尺寸的一对底板以完成从门槛到承枕的底板布置。For example, prior art floor construction uses three different sizes of wooden floor. A large floor with dimensions L x W (length x width) 2400 mm x 1160 mm may be used from the door end of the container to the bolster. Since the distance from the door end of the container to the bolster is typically 8588 mm, only three base plates with the above dimensions can be arranged side by side in pairs (the internal width of the base plate in a container is 2 x 1160 mm), leaving a distance to the bolster 1388mm clearance. Thus, it is necessary to provide a pair of bottom plates having dimensions of L×W1388mm×1160mm to complete the bottom plate arrangement from the sill to the bolster.

在由从集装箱前端延伸到承枕的两个鹅颈轨道形成的鹅颈部的每侧上,使用第三尺寸的木质底板,其中钢板紧固在该鹅颈轨道上。这些底板的尺寸是L×W 1626mm×636mm。这些底板紧固在从底侧轨道延伸到鹅颈轨道的悬臂梁上。On each side of the gooseneck formed by the two gooseneck rails extending from the front of the container to the bolsters, a third size wooden floor is used, with steel plates fastened to the gooseneck rails. The dimensions of these base plates are L x W 1626mm x 636mm. These base plates are fastened to outrigger beams extending from the bottom side rails to the gooseneck rails.

鹅颈部还可以制造为弯曲式样,其中轨道和底板由板形成并且弯曲成面板。Goosenecks can also be manufactured in a curved style where the track and floor are formed from plates and bent into panels.

由于两个区域的长度或宽度不能彼此分割,因此底板的上述尺寸阻碍了模块化系统的充分使用。The above-mentioned dimensions of the base plate prevent adequate use of the modular system, since the length or width of the two regions cannot be divided from each other.

ISO集装箱、并且特别是鹅颈区域,由ISO设定的准则限定。由于关于与底盘设计适配以及将鹅颈底板的永久设置保持在规定限制内的物理尺寸的ISO限制条件,相对较重的鹅颈部由此开放针对满足上述挑战的替换设计方法的需要。ISO containers, and in particular the gooseneck area, are defined by criteria set by ISO. The relatively heavy gooseneck thus opens up the need for alternative design methods that meet the above-mentioned challenges due to ISO constraints on physical dimensions that fit within the chassis design and keep the permanent placement of the gooseneck floor within prescribed limits.

现有技术底板元件显示出悬臂梁区域中的底板尺寸不同于其余底板元件的模块。这同样适用于在门槛与承枕之间使用的第二尺寸的底板。Prior art chassis elements exhibit a chassis dimension in the area of the cantilever beam that differs from the modules of the rest of the chassis element. The same applies to the second size base plate used between the sill and the bolster.

发明内容Contents of the invention

本发明的目的是提供具有足够强度和柔性以便使用底板系统的基部框架,其中底板元件可以设置为模块化底板元件。It is an object of the present invention to provide a base frame having sufficient strength and flexibility to use a floor system in which the floor elements can be arranged as modular floor elements.

通过向集装箱的鹅颈端部提供覆盖从承枕到前槛(集装箱的前端)的长度以及覆盖从集装箱的一侧中的底侧轨道到集装箱的另一侧中的底侧轨道的宽度的钢底板,并且同时改变承枕的位置,使得从在集装箱的后端处的门槛到承枕的距离是木质底板的全部长度和一半长度的模块,因而能够减少对于若干不同尺寸的底板的需要。By providing the gooseneck end of the container with steel covering the length from the bolster to the front sill (the front end of the container) and the width from the bottom side rail in one side of the container to the bottom side rail in the other side of the container floor, and at the same time change the position of the bolster so that the distance from the sill at the rear end of the container to the bolster is the full length of the wooden floor and half the length of the module, thus reducing the need for several different sized floors.

通过如上所述的改变承枕的位置,以及与此同时完全地改变从承枕到前面板的区域的基部-和底板设计以包括全部钢结构,这也是可能的。因此,仅需要的系统组成是覆盖从门槛到承枕的区域的系统。由此,消除了对于传统悬臂梁底板的需要,并且实现了可以使用具有例如2400mm的全部长度的模块的木质底板的常见尺寸的模块。这同时将底板面板的全部长度的所需长度缩短到8400mm,或者在胶合板底板的情形中,与原始11940mm相比长度缩短至3×2400mm+1×1200mm,或者在胶合板底板的情形中初始地长度3×2400mm+1×1388mm+2×1626mm。形成从3维到2维的减少维度的底板类型形式,其中一个是另一个尺寸的一半。This is also possible by changing the position of the bolster as described above, and at the same time completely changing the base- and floor design of the area from the bolster to the front panel to include the entire steel structure. Therefore, the only system component required is a system covering the area from the sill to the bolster. Thereby, the need for a traditional cantilever beam floor is eliminated, and it is achieved that modules of common dimensions can be used with wooden floors, eg 2400mm full length of the module. This simultaneously shortens the required length of the full length of the floor panel to 8400mm, or in the case of a plywood floor the length is reduced to 3 x 2400mm + 1 x 1200mm compared to the original 11940mm, or in the case of a plywood floor the original length 3×2400mm+1×1388mm+2×1626mm. Formation of baseplate type forms of reduced dimensions from 3D to 2D, where one is half the size of the other.

常见板长的另一个实例是胶合板底板具有长度×宽度:2440mm×1220mm的尺寸。Another example of a common board length is a plywood base board having dimensions Length x Width: 2440mm x 1220mm.

由此能够提供具有足够强度与柔性以便使用底板系统的基部框架,其中底板元件可以设置为模块化底板元件并且减少了对于硬木底板的需要。Thereby it is possible to provide a base frame having sufficient strength and flexibility to use a floor system in which the floor elements can be provided as modular floor elements and reduce the need for hardwood flooring.

通过从集装箱的承枕至前面板引入通用鹅颈设计,增加了灵活性,适用于从门槛到承枕的各种底板系统的使用。By introducing a universal gooseneck design from the container's bolster to the front panel, flexibility is added for the use of various floor systems from sill to bolster.

由本发明获得的一些其它优点是悬臂梁和鹅颈部分的数量与标准设计相比实际上减半,并且布局将优选地具有几个长的焊接节拍,从而使其适于自动焊接。Some other advantages gained by the invention are that the number of cantilever and gooseneck sections is practically halved compared to standard designs, and the layout will preferably have several long welding cycles, making it suitable for automated welding.

长且闭合的成型件使得系统更适于表面处理。The long and closed profile makes the system more suitable for surface treatment.

用于底板的木材消耗减少,并且由此还减少了杀菌剂和杀虫剂的使用。The consumption of wood for the floor is reduced, and thus also the use of fungicides and insecticides.

此外,在底板区域中的密封剂的量显著地减少。Furthermore, the amount of sealant in the area of the floor is significantly reduced.

这通过以下实现,即鹅颈轨道从前槛连续地延伸到承枕以及多个弧状件从基部框架的前端的一侧中的底侧轨道连续地延伸到基部框架的前端的相对侧中的底侧轨道。This is accomplished by the gooseneck track extending continuously from the front sill to the bolster and the plurality of arcs extending continuously from the bottom side track in one side of the front end of the base frame to the bottom side in the opposite side of the front end of the base frame track.

在基部框架的实施方式中,弧状件固定到基部框架的前端中的钢底板的底面,并且鹅颈轨道固定到弧状件的脊部或顶部。In a base frame embodiment, the arc is secured to the underside of a steel floor in the front end of the base frame, and the gooseneck track is secured to the spine or top of the arc.

在基部框架的实施方式中,弧状件固定到基部框架的前端中的钢底板的底面,并且鹅颈轨道设有与弧状件的形状基本上对应的切口。In an embodiment of the base frame, the arc is fixed to the underside of the steel floor in the front end of the base frame, and the gooseneck track is provided with a cutout substantially corresponding to the shape of the arc.

在基部框架的实施方式中,通过焊接将鹅颈轨道固定到弧状件。In an embodiment of the base frame, the gooseneck track is secured to the arc by welding.

在实施方式中,基部框架包括一对鹅颈轨道或梁,其从集装箱的前槛/前端延伸到承枕。两个鹅颈轨道形成鹅颈通道。在鹅颈通道中的鹅颈轨道之间设有多个横向构件,其是以与已知悬臂梁/横向构件相比具有减小高度的弧状件的形式。在鹅颈通道的各侧处,在鹅颈轨道与底侧轨道之间还设有与已知悬臂梁/横向构件相比具有减小高度的多个弧状件。这里,布置在底侧轨道与鹅颈轨道之间的弧状件可以横跨基部框架纵向地全长对准以方便焊接到钢底板,但这不是必需的。In an embodiment, the base frame comprises a pair of gooseneck rails or beams extending from the front sill/front end of the container to the bolster. Two gooseneck tracks form a gooseneck channel. Between the gooseneck tracks in the gooseneck channel there are a plurality of cross members in the form of arcs of reduced height compared to known outriggers/cross members. At each side of the gooseneck channel there are also arcs between the gooseneck track and the bottom side track of reduced height compared to known outriggers/cross members. Here, the arcs disposed between the bottom side rail and the gooseneck rail may be aligned longitudinally across the full length of the base frame to facilitate welding to the steel floor, but this is not required.

在另选实施方式中,与布置在鹅颈通道的面向承枕的端部中的弧状件相比,对于布置在鹅颈通道的面向基部框架的前槛的端部处的弧状件而言,弧状件之间的距离更大。In an alternative embodiment, for the arc arranged at the end of the gooseneck channel facing the front sill of the base frame, as compared to the arc arranged in the end of the gooseneck channel facing the bolster, The distance between the arcs is greater.

在另选实施方式中,弧状件布置为从基部框架一侧中的底侧轨道连续地延伸到相对侧处的底侧轨道。In an alternative embodiment, the arc is arranged to extend continuously from the bottom side rail in one side of the base frame to the bottom side rail at the opposite side.

在另选实施方式中,在底侧轨道与悬臂梁轨道之间设有悬臂梁,并且在悬臂梁轨道与鹅颈轨道之间设有悬臂梁。In an alternative embodiment, a cantilever beam is provided between the bottom side track and the cantilever beam track, and a cantilever beam is provided between the cantilever beam track and the gooseneck track.

鹅颈轨道然后可以布置并焊接到弧状件的脊部或顶部,或者鹅颈轨道可以设有与弧状件的形状基本上对应的切口,从而留下足够空间,使得鹅颈轨道可以与鹅颈部中的钢底板以及与弧状件的轮廓接触。当鹅颈轨道焊接到这种底板框架时,实现了具有高强度和刚性的基部框架,并且与此同时与现有技术的基部框架相比重量保持较低。The gooseneck track can then be placed and welded to the spine or top of the arc, or the gooseneck track can be provided with a cutout that substantially corresponds to the shape of the arc, leaving enough room so that the gooseneck track can be aligned with the gooseneck The steel base plate in and in contact with the profile of the arc. When the gooseneck rails are welded to such a floor frame, a base frame with high strength and rigidity is achieved while at the same time keeping the weight low compared to prior art base frames.

在这个实施方式中,鹅颈轨道可以是由沿着与鹅颈轨道的开口侧垂直的方向布置在弧状件的脊部上或者底板下方的多个角撑板支撑的半成型件。In this embodiment, the gooseneck track may be a half-form supported by a plurality of gussets arranged on the spine of the arc or below the floor in a direction perpendicular to the open side of the gooseneck track.

在基部框架的实施方式中,承枕设有搁板部分,该搁板部分布置在距门槛一定距离处以支撑底板的端部,该距离是底板的全部长度和一半长度的模块。In an embodiment of the base frame, the bolster is provided with a shelf portion arranged at a distance from the sill to support the end of the floor, the distance being the full length of the floor and half the length of the module.

搁板部分包括基本上水平的支撑部分,底板的端部可以放置在该支撑部分上。基本上水平表示相对于水平方向在-5度与5度之间。The shelf portion includes a substantially horizontal support portion on which the end of the floor can rest. Substantially horizontal means between -5 degrees and 5 degrees relative to horizontal.

搁板部分还包括对接部分。对接部分形成底板可以邻接到其的一种止动部。对接部分基本上是竖直的。基本上竖直意味着相对于水平方向在85度与95度之间。The shelf portion also includes a docking portion. The abutment portion forms a kind of stop to which the bottom plate can abut. The docking portion is substantially vertical. Substantially vertical means between 85 and 95 degrees relative to horizontal.

在另选实施方式中,搁板部分由集装箱的鹅颈部分的钢底板的端部形成,该钢底板包括设有搁板部分的钢板,钢底板以及由此搁板部分紧固到承枕并且由承枕支撑。In an alternative embodiment, the shelf portion is formed by the end of a steel floor of the gooseneck portion of the container, the steel floor comprising a steel plate provided with the shelf portion, the steel floor and thereby the shelf portion fastened to the bolster And supported by bolsters.

在另选实施方式中,搁板部分由L状成型件形成,该成型件紧固到并且由沿承枕的长度分布的多个承枕角撑板支撑。In an alternative embodiment, the shelf portion is formed from an L-shaped profile fastened to and supported by a plurality of bolster gussets distributed along the length of the bolster.

在另选实施方式中,隔板部分由承枕形成。In an alternative embodiment, the bulkhead portion is formed by a bolster.

在另选实施方式中,搁板部分由多个承枕角撑板支撑。In an alternative embodiment, the shelf portion is supported by a plurality of bolster gussets.

在另选实施方式中,搁板部分由L状成型件形成,该成型件紧固到支撑承枕的多个角撑板。In an alternative embodiment, the shelf portion is formed from an L-shaped profile fastened to a plurality of gussets supporting the bolster.

在另选实施方式中,钢底板设有以底板的面向集装箱的后端略微向下倾斜端部形式的鼻部。鼻部的向下倾斜度相对于底板处于包括在1°到10°的区间中。在实施方式中,鼻部的倾斜度是4°。In an alternative embodiment, the steel floor is provided with a nose in the form of a slightly downwardly sloping end of the floor facing the rear end of the container. The downward inclination of the nose is in the interval comprised between 1° and 10° relative to the base plate. In an embodiment, the inclination of the nose is 4°.

鼻部的倾斜部分提供了鼻部的边缘与底板对接并且能够补偿不同底板的厚度的偏差。此外,鼻部的倾斜部分提供了一种斜坡,使得当操作集装箱内待运送的货物时,更方便越过在集装箱的后部处的底板与鹅颈部分中的钢底板或集装箱的前端的钢底板之间的过渡部。The beveled portion of the nose provides for the abutment of the edge of the nose with the base plate and makes it possible to compensate for variations in the thickness of different base plates. Furthermore, the sloping portion of the nose provides a ramp that makes it easier to pass over the floor at the rear of the container and the steel floor in the gooseneck portion or the steel floor at the front end of the container when manipulating the cargo to be transported within the container. The transition between the base plates.

在实施方式中,鼻部形成倒角以避免货物束缚在斜坡上并且使得清理更加容易。In embodiments, the nose is chamfered to avoid cargo binding on slopes and to make cleaning easier.

在另选实施方式中,在集装箱的后部中的底板在承枕上方与钢底板对接,使得底板与钢底板的表面的高度基本上对准。In an alternative embodiment, the floor in the rear of the container abuts the steel floor above the bolster such that the heights of the floor and the surface of the steel floor are substantially aligned.

在另选实施方式中,钢底板完全地焊接到底侧轨道以及焊接到前槛。In an alternative embodiment, the steel floor is fully welded to the bottom side rail and to the front sill.

集装箱的鹅颈部分的基部框架可以以不同构造设置,总体减少或消除针对在悬臂梁区域中的木质底板的需要。The base frame of the gooseneck portion of the container can be provided in different configurations, generally reducing or eliminating the need for a wooden floor in the outrigger area.

在一个实施方式中,基部框架包括一对鹅颈轨道或梁,该对鹅颈轨道或梁从集装箱的前面板/前端延伸到承枕。两个鹅颈轨道形成称为鹅颈通道的通道。在鹅颈通道中的鹅颈轨道之间,设有与已知悬臂梁/横向构件相比具有减小高度的、称为弧状件的多个横向构件。在鹅颈通道的各侧处,在鹅颈轨道与底侧轨道之间布置有悬臂梁轨道。这将形成足够强的结构,仅具有以悬臂梁形式的几个横向构件,以及可能地在基部框架的各侧处并且从底侧轨道延伸到悬臂梁轨道仅具有一个悬臂梁,并且在基部框架的各侧处从悬臂梁轨道延伸到鹅颈轨道具有一个悬臂梁。In one embodiment, the base frame comprises a pair of gooseneck rails or beams extending from the front panel/front end of the container to the bolster. Two gooseneck tracks form a channel called a gooseneck channel. Between the gooseneck rails in the gooseneck channel there are cross members called arcs of reduced height compared to known outriggers/cross members. At each side of the gooseneck channel, outrigger tracks are arranged between the gooseneck track and the bottom side track. This would form a sufficiently strong structure with only a few cross members in the form of cantilever beams, and possibly only one cantilever beam at each side of the base frame and extending from the bottom side track to the cantilever track, and the There is one outrigger at each side extending from the outrigger track to the gooseneck track.

当设有全部钢底板时,即使与先前已知的用于集装箱的基部框架相比基部框架的尺寸减小了,但是结构足够强。When provided with an all steel floor, the structure is sufficiently strong even though the size of the base frame is reduced compared to previously known base frames for containers.

在另一个实施方式中,基部框架包括一对鹅颈轨道或梁,其从集装箱的前面板/前端延伸到承枕。两个鹅颈轨道形成鹅颈通道。在鹅颈通道中的鹅颈轨道之间,设有与已知悬臂梁相比具有减小的高度的以弧状件形式的多个横向构件。在鹅颈通道的各侧处,在鹅颈轨道与底侧轨道之间设有多个悬臂梁。为了节约材料但是仍能够提供对悬臂梁部分提供足够强度,该悬臂梁能够成形为L状成型件或者类似成型件。悬臂梁还可以与底板形成闭合成型件。In another embodiment, the base frame includes a pair of gooseneck rails or beams extending from the front panel/front end of the container to the bolster. Two gooseneck tracks form a gooseneck channel. Between the gooseneck rails in the gooseneck channel there are provided a plurality of cross members in the form of arcs of reduced height compared to known outriggers. At each side of the gooseneck channel, a plurality of cantilever beams are provided between the gooseneck track and the bottom side track. In order to save material but still provide sufficient strength to the cantilever beam section, the cantilever beam can be shaped as an L-shaped profile or similar. The cantilever beam can also form a closed profile with the base plate.

由此,能够制造其中底板类型能够容易构造的用于船运集装箱的基部框架。Thereby, it is possible to manufacture a base frame for a shipping container in which the floor type can be easily configured.

在下面的说明书和权利要求中公开了其它实施方式与优点。Other embodiments and advantages are disclosed in the following description and claims.

附图说明Description of drawings

现在下面将仅通过实例的方式,参照附图更加充分地描述本发明,在附图中:The invention will now be more fully described below, by way of example only, with reference to the accompanying drawings, in which:

图1示意性示出了从上面看到的集装箱内部的现有技术集装箱底板;Figure 1 schematically shows a prior art container floor inside a container seen from above;

图2示意性示出了通过集装箱切出的、靠近集装箱侧面的纵向切口;Figure 2 schematically shows a longitudinal cut cut through the container, close to the side of the container;

图3示意性示出了集装箱的前部的基部框架的立体仰视图;Figure 3 schematically shows a perspective bottom view of the base frame of the front part of the container;

图4示意性示出了沿图3中的线D-D的剖面图;Fig. 4 schematically shows a sectional view along the line D-D in Fig. 3;

图5示意性示出了用于集装箱的前端的基部框架、承枕和底板的侧视图;Figure 5 schematically shows a side view of the base frame, bolsters and floor for the front end of the container;

图6示意性示出了在图5的圆中示出的承枕区域的剖面切口;Fig. 6 schematically shows a cross-sectional cutout of the bolster region shown in the circle of Fig. 5;

图7示意性示出了承枕区域的实施方式的剖面切口;Figure 7 schematically shows a cross-sectional cut of an embodiment of the bolster region;

图8示意性示出了承枕区域的另一个实施方式的剖面切口;Figure 8 schematically shows a cross-sectional cut of another embodiment of the bolster region;

图9示意性示出了集装箱的前部的基部框架的实施方式的立体仰视图;Figure 9 schematically illustrates a perspective bottom view of an embodiment of the base frame of the front of the container;

图10示意性示出了沿图9中的线D-D的剖面图;Figure 10 schematically shows a sectional view along line D-D in Figure 9;

图11示意性示出了集装箱的前部的基部框架的实施方式的立体仰视图;以及Figure 11 schematically illustrates a perspective bottom view of an embodiment of the base frame of the front of the container; and

图12示意性示出了沿图11中的线D-D的剖面图。FIG. 12 schematically shows a cross-sectional view along line D-D in FIG. 11 .

具体实施方式Detailed ways

现在将描述本发明的便利的实施方式。A convenient embodiment of the invention will now be described.

关于现有技术的船运集装箱包括一对侧壁、前端2、后端3、顶盖、底板A、Q、R、T和基部框架1。基部框架1包括两个纵向底侧轨道7和多个平行底部横向构件,底板放置在多个平行底部横向构件上并且底板通过紧固装置固定到该横向构件。在底板R、T的端部以及布置在集装箱的前端2中的基部框架1中,比普通横向构件更重的横向构件4形成集装箱的所谓鹅颈区域T、R的一端。这种较重的横向构件通常称为承枕4。承枕4在集装箱的主要部分中的底板Q与集装箱的鹅颈部分中的底板R、T之间形成过渡部。在集装箱的鹅颈部分或前端2中的底板覆盖从承枕4到集装箱的前面板或前槛6以及从集装箱的一侧到另一侧的区域。在鹅颈部分中也具有称为悬臂梁的横向构件,但是在这里横向构件从底侧轨道7横向地延伸到鹅颈轨道。鹅颈部通常地设有从集装箱前部延伸到承枕4的两个平行鹅颈轨道。在底板下方且在鹅颈轨道之间形成一通道、被称为鹅颈通道。A shipping container related to the prior art comprises a pair of side walls, a front end 2, a rear end 3, a top cover, bottom panels A, Q, R, T and a base frame 1 . The base frame 1 comprises two longitudinal bottom side rails 7 and a plurality of parallel bottom cross-members on which a base plate is placed and to which the base plate is secured by fastening means. At the end of the floor R, T and in the base frame 1 arranged in the front end 2 of the container, a heavier than normal cross member 4 forms one end of the so called gooseneck region T, R of the container. This heavier cross member is commonly referred to as bolster 4 . The bolster 4 forms a transition between the floor Q in the main part of the container and the floors R, T in the gooseneck part of the container. The floor in the gooseneck portion or front end 2 of the container covers the area from the bolster 4 to the front panel or sill 6 of the container and from one side of the container to the other. In the gooseneck section there is also a cross member called a cantilever, but here the cross member extends laterally from the bottom side rail 7 to the gooseneck rail. The gooseneck is usually provided with two parallel gooseneck tracks extending from the front of the container to the bolster 4 . Below the base plate and between the gooseneck tracks is formed a channel, called the gooseneck channel.

这种具有鹅颈的传统40英尺(12192mm)的干式集装箱可能需要以下的底板尺寸:Such conventional 40ft (12192mm) dry containers with goosenecks may require the following floor dimensions:

悬臂梁区域(在T的各侧处R+R):L×W:3252mm×636mmCantilever beam area (R+R at each side of T): L x W: 3252mm x 636mm

从门槛到承枕的后端(3×A+Q):L×W:8588mm×2320mmRear end from threshold to bolster (3×A+Q): L×W: 8588mm×2320mm

这表明用于覆盖悬臂梁区域的底板元件不是用于覆盖船运集装箱中的底板的其余部分的底板元件的模块。用于这种元件的常见尺寸通常是长度×宽度:2400mm×1160mm。This indicates that the floor element used to cover the cantilever beam area is not a module of the floor element used to cover the rest of the floor in the shipping container. Common dimensions for such elements are usually length x width: 2400mm x 1160mm.

如图1中所示的现有技术40英尺(12192mm)干式集装箱中的底板区域于是将被如下底板覆盖:具有六个标准板A的底板,其具有L×W:2400mm×1160mm;以L×W:1388mm×1160mm的尺寸切割的两个底板Q;以及用于悬臂梁区域的四个底板R,每一个都以L×W:1626mm×636mm的尺寸进行切割。鹅颈轨道和鹅颈通道上方的区域由金属板T覆盖。The floor area in a prior art 40ft (12192mm) dry container as shown in Figure 1 would then be covered by a floor with six standard panels A having L x W: 2400mm x 1160mm; Two base plates Q cut in the size of × W: 1388 mm × 1160 mm; and four base plates R for the cantilever beam area, each cut in the size of L × W: 1626 mm × 636 mm. The area above the gooseneck track and the gooseneck channel is covered by a sheet metal T.

常见板长度的另一个实例是具有长度×宽度:2440mm×1220mm的尺寸的胶合板。Another example of a common board length is plywood with dimensions length x width: 2440mm x 1220mm.

本发明涉及用于船运集装箱的基部框架1,在图2中示出了这种集装箱,其中靠近一个侧壁纵向地切割集装箱,使得能够看见底板。基部框架1包括由承枕4分开的前端2和后端3;以及一对底侧轨道或梁7,其在集装箱的底部处在各侧处从前端2延伸到后端3。基部框架1在后端3至承枕4中包括多个平行底部横向构件5,底板A、B放置在多个平行底部横向构件上并且底板通过紧固装置固定到横向构件5。横向构件5支撑底板A、B以减小底板的向下凹陷。横向构件5焊接到底侧轨道7。The invention relates to a base frame 1 for a shipping container, such a container is shown in Figure 2, wherein the container is cut longitudinally close to one side wall so that the floor can be seen. The base frame 1 comprises a front end 2 and a rear end 3 separated by a bolster 4; and a pair of bottom side rails or beams 7 extending at each side from the front end 2 to the rear end 3 at the bottom of the container. The base frame 1 comprises in the rear end 3 to the bolster 4 a plurality of parallel bottom cross members 5 on which the base plates A, B are placed and fixed to the cross members 5 by fastening means. The cross member 5 supports the bottom panels A, B to reduce downward depression of the bottom panels. The cross member 5 is welded to the bottom side rail 7 .

在前端2中,包括底侧轨道7的基部框架1还包括形成基部框架1的前端的前槛6;以及沿集装箱的纵向方向定位的一对鹅颈轨道或梁9,其方向平行于底侧轨道7。一个或多个底板元件C、11被紧固到鹅颈轨道9。In the front end 2, the base frame 1 including the bottom side rail 7 also includes a front sill 6 forming the front end of the base frame 1; and a pair of gooseneck rails or beams 9 positioned in the longitudinal direction of the container, oriented parallel to the bottom side Track 7. One or more floor elements C, 11 are fastened to the gooseneck track 9 .

图3示出了来自底侧的基部框架1,其示出了基部框架1的前端的底侧结构。FIG. 3 shows the base frame 1 from the bottom side, which shows the bottom side structure of the front end of the base frame 1 .

基部框架1包括从前槛6延伸到承枕4的一对鹅颈轨道9。两个鹅颈轨道9形成鹅颈通道8。在鹅颈通道8中的鹅颈轨道9之间设有以弧状件51形式的多个横向构件,其与已知悬臂梁/横向构件相比具有减小的高度。在鹅颈通道8各侧处,在鹅颈轨道9和底侧轨道7之间还设有多个弧状件51,其与已知悬臂梁/横向构件相比具有减小的高度。The base frame 1 includes a pair of gooseneck rails 9 extending from the front sill 6 to the bolster 4 . Two gooseneck rails 9 form a gooseneck channel 8 . Between the gooseneck rails 9 in the gooseneck channel 8 there are cross members in the form of arcs 51 which have a reduced height compared to known outriggers/cross members. Between the gooseneck track 9 and the bottom side track 7 at each side of the gooseneck channel 8 there are also arcs 51 of reduced height compared to known outriggers/cross members.

弧状件51可以布置在底侧轨道7与鹅颈轨道9之间以及布置在鹅颈通道8中的鹅颈轨道9之间。The arc 51 can be arranged between the underside rail 7 and the gooseneck rail 9 and between the gooseneck rail 9 arranged in the gooseneck channel 8 .

在另一个实施方式中,弧状件51可以跨越基部框架纵向地全长对准以便助于焊接到钢底板,但这不是一个必要条件。弧状件51可以在全部长度方向上从一个底侧轨道7延伸到另一个底侧轨道7。鹅颈轨道9然后可以布置并且焊接到弧状件51的脊部(或顶部),或者鹅颈轨道9可以设有与弧状件51的形状基本上对应的切口,由此留下足够空间,使得鹅颈轨道9可以与鹅颈中的钢底板11以及与弧状件51的轮廓接触。鹅颈轨道9可以焊接到钢底板11和弧状件51,或者鹅颈轨道9可以仅焊接到弧状件51。In another embodiment, the arcs 51 may be aligned longitudinally across the full length of the base frame to facilitate welding to the steel floor, although this is not a requirement. The arc 51 may extend from one bottom side rail 7 to the other bottom side rail 7 in the full length direction. The gooseneck track 9 may then be arranged and welded to the spine (or top) of the arc 51, or the gooseneck track 9 may be provided with a cutout substantially corresponding to the shape of the arc 51, thereby leaving enough space for the gooseneck The neck rail 9 can be in contact with the steel base plate 11 in the gooseneck and with the profile of the arc 51 . The gooseneck track 9 may be welded to the steel base plate 11 and the arc 51 , or the gooseneck track 9 may be welded to the arc 51 only.

当鹅颈轨道9焊接到这种底板框架时,实现了具有高强度和刚性的基部框架1,并且与此同时与现有技术基部框架相比重量保持较低。When the gooseneck rails 9 are welded to such a floor frame, a base frame 1 of high strength and rigidity is achieved while at the same time keeping the weight low compared to prior art base frames.

通过使鹅颈轨道9设有多个角撑板53可以进一步加强结构,其中,角撑板53被焊接到鹅颈轨道9以及焊接到底板11的底面,或者焊接到鹅颈轨道9以及焊接到弧状件51的顶部/脊部。The structure can be further strengthened by providing the gooseneck track 9 with a plurality of gussets 53, wherein the gussets 53 are welded to the gooseneck track 9 and to the bottom surface of the base plate 11, or to the gooseneck track 9 and to the Top/ridge of arc 51 .

在图4中,示出了沿图3中的线D-D的剖面图。In FIG. 4 , a sectional view along line D-D in FIG. 3 is shown.

如在图5中示出的集装箱的鹅颈端部的实施方式中,以钢底板形式的底板11布置在鹅颈轨道9上并且进一步由悬臂梁轨道10支撑,并且从前槛6到承枕4覆盖集装箱的鹅颈端部。底板11紧固到承枕4并且底板11的面向集装箱的后端3的端部设有如图6中所示的搁板部分12,用于支撑底板的端部的该搁板部分12布置为距位于集装箱的后端处的门槛61一定距离,该距离是底板A的全部长度和一半长度的模块。In the embodiment of the gooseneck end of the container as shown in FIG. 5 , a floor 11 in the form of a steel floor is arranged on the gooseneck track 9 and is further supported by the outrigger track 10 and extends from the front sill 6 to the bolster 4 Cover the gooseneck end of the container. The bottom plate 11 is fastened to the bolster 4 and the end of the bottom plate 11 facing the rear end 3 of the container is provided with a shelf portion 12 as shown in FIG. The threshold 61 at the rear end of the container is at a distance that is the full length of the floor A and half the length of the modules.

搁板部分12包括基本上水平的支撑部分13,其中,底板B的端部放置在该支撑部分上。基本上水平表示相对于水平方向在-5度与5度之间。The shelf portion 12 comprises a substantially horizontal support portion 13 on which the end of the bottom plate B rests. Substantially horizontal means between -5 degrees and 5 degrees relative to horizontal.

搁板部分12还包括对接部分14。对接部分14形成底板B可以邻接到其的一种止动部。对接部分14基本上是竖直的。基本上竖直意味着相对于水平方向在85度与95度之间。The shelf portion 12 also includes a docking portion 14 . The abutment portion 14 forms a kind of stop to which the bottom plate B can abut. The docking portion 14 is substantially vertical. Substantially vertical means between 85 and 95 degrees relative to horizontal.

底板11和搁板部分12通过沿承枕4的长度从基部框架1的一侧到另一侧分布的多个承枕角撑板15支撑并且稳定。底板11和搁板部分12可以通过焊接或其它适当紧固方式紧固到角撑板15。The base plate 11 and shelf portion 12 are supported and stabilized by a plurality of bolster gussets 15 distributed along the length of the bolster 4 from one side of the base frame 1 to the other. Base plate 11 and shelf portion 12 may be fastened to gusset 15 by welding or other suitable fastening means.

角撑板15由板形成并且优选地通过焊接紧固到承枕4以便加强承枕成型件。The gussets 15 are formed from plates and are fastened to the bolster 4, preferably by welding, in order to reinforce the bolster profile.

在如图7中所示的另选实施方式中,搁板部分12由L状成型件形成,该成型件紧固到并且由沿承枕4的长度分布的多个承枕角撑板15支撑。承枕4可以由L状钢成型件形成,其中L状支腿中的一个的高度与鹅颈轨道9的高度基本上对应。In an alternative embodiment as shown in FIG. 7 , the shelf portion 12 is formed from an L-shaped profile fastened to and supported by a plurality of bolster gussets 15 distributed along the length of the bolster 4 . The bolster 4 can be formed from an L-shaped steel profile, wherein the height of one of the legs of the L substantially corresponds to the height of the gooseneck rail 9 .

如果需要悬臂梁轨道10的话,则将承枕的L的背部焊接到鹅颈轨道9以及悬臂梁轨道10。The back of the L of the bolster is welded to the gooseneck track 9 as well as the outrigger track 10 if the outrigger track 10 is required.

承枕角撑板15布置在承枕4中的L内,且在角撑板15的背向承枕4的顶部拐角处在角撑板15中形成切口,以使得角撑板15能够支撑由钢底板11或由L状钢成型件形成的搁板部分12。A bolster gusset 15 is arranged in the L in the bolster 4, and a cutout is made in the gusset 15 at the top corner of the gusset 15 facing away from the bolster 4, so that the gusset 15 can support the A steel base plate 11 or a shelf portion 12 formed from an L-shaped steel profile.

在搁板部分12由L成型件提供的实施方式中,钢底板11可以设有一种鼻部17,该鼻部为以底板11的面向集装箱的后端3的略微向下倾斜的端部的形式。鼻部17的向下倾斜度相对于底板11处于包括在1°到10°的区间中。在实施方式中,鼻部17的倾斜度是4°。In an embodiment where the shelf portion 12 is provided by an L-profile, the steel floor 11 may be provided with a kind of nose 17 in the form of a slightly downwardly sloping end of the floor 11 facing the rear end 3 of the container. . The downward inclination of the nose 17 is in the interval comprised between 1° and 10° relative to the base plate 11 . In an embodiment, the inclination of the nose 17 is 4°.

鼻部17从与底板11对接并且由如图7中所示的搁板部分12的对接部分14支撑的地方且朝向集装箱的后端3延伸。鼻部17形成为使得其长度足以覆盖底板B与搁板部分12的对接部分14之间的间隙并且进一步地从底板B的边缘延伸一定距离。鼻部17优选地不长于沿集装箱的纵向或横向方向看到的搁板部分12的支撑部分13。The nose 17 extends from where it abuts with the floor 11 and is supported by the abutment portion 14 of the shelf portion 12 as shown in FIG. 7 and towards the rear end 3 of the container. The nose portion 17 is formed such that its length is sufficient to cover the gap between the bottom plate B and the abutment portion 14 of the shelf portion 12 and further extends from the edge of the bottom plate B by a certain distance. The nose portion 17 is preferably no longer than the support portion 13 of the shelf portion 12 seen in the longitudinal or transverse direction of the container.

鼻部17的倾斜部提供鼻部17的边缘与底板B对接并且能够补偿不同底板B的厚度的偏差。The bevel of the nose 17 provides for the abutment of the edge of the nose 17 with the bottom plate B and makes it possible to compensate for deviations in the thickness of different bottom plates B.

在实施方式中,鼻部17形成倒角以避免货物束缚在斜坡上并且使得清理更加容易。In an embodiment, the nose 17 is chamfered to avoid cargo binding on slopes and to make cleaning easier.

在另选实施方式中,在集装箱的后部中的底板B在承枕4上方与钢底板11对接,使得底板B与钢底板11的表面的高度基本上对准。In an alternative embodiment, the floor B in the rear of the container abuts the steel floor 11 above the bolster 4 such that the heights of the floor B and the surface of the steel floor 11 are substantially aligned.

底板B与搁板部分12的对接部分14之间具有间隙的目的是吸收因板尺寸公差引起并且与底板B的材料延展特性相关的纵向公差。The purpose of having a gap between the base plate B and the abutment portion 14 of the shelf portion 12 is to absorb longitudinal tolerances due to dimensional tolerances of the plates and related to the material expansion properties of the base plate B.

在一个实施方式中,底板B与对接部分14之间的间隙设有弹性构件16,例如该弹性构件为泡沫块或能够补偿集装箱的后部中的底板B的纵向延展(从集装箱的承枕4到后端3)的另一种柔性材料的形状。In one embodiment, the gap between the bottom plate B and the docking portion 14 is provided with an elastic member 16, such as a foam block or capable of compensating for the longitudinal extension of the bottom plate B in the rear of the container (from the bolster 4 of the container). Another flexible material shape to the rear end 3).

在其它实施方式中,由承枕4形成搁板部分12,如图8中所示。这里承枕4形成为具有L状下部和L状上部。L状上部形成搁板部分12,其中搁板部分的支撑部分13与承枕4的L状下部中的L的基部部分基本上平行,并且对接部分14与L状下部中的L的直立部分基本上平行。承枕成型件4优选地形成为一个部件。成型件的最大开口面向鹅颈轨道9。如果需要增加承枕4的强度,则承枕成型件4可以设有沿承枕4的长度分布并且位于承枕成型件4内的多个角撑板15。In other embodiments, the shelf portion 12 is formed by the bolster 4, as shown in FIG. 8 . Here the bolster 4 is formed to have an L-shaped lower portion and an L-shaped upper portion. The L-shaped upper portion forms a shelf portion 12, wherein the support portion 13 of the shelf portion is substantially parallel to the base portion of the L in the L-shaped lower portion of the bolster 4, and the abutment portion 14 is substantially parallel to the upright portion of the L in the L-shaped lower portion. up parallel. The bolster profile 4 is preferably formed as one part. The largest opening of the profile faces the gooseneck rail 9 . If it is desired to increase the strength of the bolster 4 , the bolster profile 4 may be provided with a plurality of gussets 15 distributed along the length of the bolster 4 and located within the bolster profile 4 .

在这个实施方式中,底板B与对接部分14之间的间隙也设有弹性构件16,例如该弹性构件为泡沫块或能够补偿集装箱的后部中的底板B的纵向延展(从集装箱的承枕4到后端3)的另一种柔性材料的形状。In this embodiment, the gap between the bottom plate B and the abutment portion 14 is also provided with an elastic member 16, for example a foam block or capable of compensating for the longitudinal extension of the bottom plate B in the rear of the container (from the bolster of the container). 4 to the rear end 3) another flexible material shape.

在集装箱的鹅颈端部的另选实施方式中,以钢底板形式的底板11布置在鹅颈轨道9上。In an alternative embodiment of the gooseneck end of the container, a floor 11 in the form of a steel floor is arranged on the gooseneck rail 9 .

在如图9中所示的另一个实施方式中,基部框架1包括从集装箱的前端(前槛)6延伸到承枕4的鹅颈轨道9。两个鹅颈轨道9形成称为鹅颈通道的通道8。在鹅颈通道8中的鹅颈轨道9之间设有与已知弧状件相比具有减小高度的、称为弧状件51的多个横向构件。在鹅颈通道8的各侧处,悬臂梁轨道10布置在鹅颈轨道9与底侧轨道7之间,所述悬臂梁轨道10与鹅颈轨道和底侧轨道7基本上平行。这将形成足够强的结构,仅具有以悬臂梁52形式的几个横向构件,以及可能地在基部框架1的各侧处并且从底侧轨道7延伸到悬臂梁轨道10仅具有一个悬臂梁52,且在基部框架1的各侧处从悬臂梁轨道10延伸到鹅颈轨道9具有一个悬臂梁52。In another embodiment as shown in FIG. 9 , the base frame 1 comprises a gooseneck track 9 extending from the front end (sill) 6 of the container to the bolster 4 . Two gooseneck rails 9 form a channel 8 called a gooseneck channel. Between the gooseneck rails 9 in the gooseneck channel 8 there are provided a plurality of cross members, called arcs 51 , of reduced height compared to known arcs. At each side of the gooseneck channel 8 , outrigger rails 10 are arranged between the gooseneck rail 9 and the bottom side rail 7 , said outrigger rails 10 being substantially parallel to the gooseneck rail and the bottom side rail 7 . This would form a sufficiently strong structure with only a few cross members in the form of outrigger beams 52 and possibly only one outrigger beam 52 at each side of the base frame 1 and extending from the bottom side track 7 to the outrigger track 10 , and there is one outrigger 52 extending from the outrigger track 10 to the gooseneck track 9 at each side of the base frame 1 .

在图10中,示出了沿图9中的线D-D的剖面图。In FIG. 10 , a sectional view along line D-D in FIG. 9 is shown.

在另一个实施方式中,如图11中所示,基部框架1包括从集装箱的前槛6延伸到承枕4的一对鹅颈轨道9。两个鹅颈轨道9形成鹅颈通道8。In another embodiment, as shown in FIG. 11 , the base frame 1 comprises a pair of gooseneck rails 9 extending from the front sill 6 of the container to the bolster 4 . Two gooseneck rails 9 form a gooseneck channel 8 .

在鹅颈通道8中的鹅颈轨道9之间,设有与已知悬臂梁或横向构件相比具有减小高度的、以弧状件51形式的多个横向构件。在鹅颈通道8的各侧处,多个悬臂梁52设置在鹅颈轨道9与底侧轨道7之间。Between the gooseneck rails 9 in the gooseneck channel 8 there are provided a plurality of cross members in the form of arcs 51 of reduced height compared to known cantilever beams or cross members. At each side of the gooseneck channel 8 a plurality of cantilever beams 52 are arranged between the gooseneck track 9 and the bottom side track 7 .

为了节约材料但是仍能够对悬臂梁部分提供足够的强度,悬臂梁52可以成形为L-成型件或类似成型件。悬臂梁52还可以与底板11形成闭合成型件。这里底板11形成成型件的一侧。In order to save material but still provide sufficient strength to the cantilever beam portion, the cantilever beam 52 may be shaped as an L-shaped piece or similar. The outrigger 52 can also form a closed profile with the base plate 11 . The bottom plate 11 here forms one side of the profiled part.

在基部框架1的鹅颈端部的全部实施方式中,弧状件51可以以相互非均匀距离布置。在沿集装箱的长度的方向上,弧状件51之间的距离可以随距前槛6的距离而减小,以此种方式使得弧状件51的定位距前槛6的距离越大,则到下一个弧状件51的距离就越小,直到达至承枕4。In all embodiments of the gooseneck end of the base frame 1 the arcs 51 may be arranged at non-uniform distances from each other. In the direction along the length of the container, the distance between the arcs 51 can decrease with the distance from the front sill 6, in such a way that the greater the distance between the arcs 51 and the front sill 6, the greater the distance to the lower sill. The distance of an arc 51 becomes smaller until the bolster 4 is reached.

这同样适用于图11中示出的实施方式中的悬臂梁52。The same applies to the cantilever beam 52 in the embodiment shown in FIG. 11 .

在图12中,示出了沿图11中的线D-D的剖面图。In FIG. 12 , a sectional view along line D-D in FIG. 11 is shown.

钢底板11可以完全地焊接到底侧轨道7和前槛6,或者被定位焊接(tack welded)。还可以通过其它机械方式铆接或紧固底板11。The steel floor 11 may be fully welded to the bottom side rail 7 and front sill 6, or it may be tack welded. The bottom plate 11 can also be riveted or fastened by other mechanical means.

接着底板11由密封剂或泡沫胶带密封以覆盖鹅颈钢底板11与底侧轨道7和前槛6之间的间隙。The floor 11 is then sealed with sealant or foam tape to cover the gap between the gooseneck steel floor 11 and the bottom side rail 7 and front sill 6 .

Claims (12)

1.一种用于船运集装箱的基部框架,其包括由承枕分开的前端和后端,所述基部框架的前端包括沿所述集装箱的纵向方向定位的一对底侧轨道或梁以及一对鹅颈轨道或梁,所述基部框架的后端从门槛延伸到所述承枕,其特征在于,所述鹅颈轨道(9)从前槛(6)连续地延伸到所述承枕(4),并且多个弧状件(51)从所述基部框架(1)的前端的一侧中的底侧轨道(7)连续地延伸到所述基部框架(1)的前端的相对侧中的底侧轨道(7)。1. A base frame for a shipping container comprising a front end and a rear end separated by a bolster, the front end of the base frame comprising a pair of bottom side rails or beams positioned in the longitudinal direction of the container and a For gooseneck tracks or beams, the rear end of the base frame extends from the threshold to the bolster, characterized in that the gooseneck track (9) extends continuously from the front sill (6) to the bolster (4 ), and a plurality of arcs (51) continuously extend from the bottom side rail (7) in one side of the front end of the base frame (1) to the bottom in the opposite side of the front end of the base frame (1). Side rails (7). 2.根据权利要求1所述的基部框架,其特征在于,所述弧状件固定到所述基部框架(1)的前端中的钢底板(11)的底面,并且所述鹅颈轨道(9)固定到所述弧状件(51)的脊部或顶部。2. Base frame according to claim 1, characterized in that the arcs are fixed to the underside of a steel floor (11) in the front end of the base frame (1), and the gooseneck track (9) Secured to the ridge or top of the arc (51). 3.根据权利要求1所述的基部框架,其特征在于,所述弧状件固定到所述基部框架(1)的前端中的钢底板(11)的底面,并且所述鹅颈轨道(9)设有与所述弧状件(51)的形状基本上对应的切口。3. The base frame according to claim 1, characterized in that the arc is fixed to the bottom surface of a steel floor (11) in the front end of the base frame (1), and the gooseneck track (9) A cutout substantially corresponding to the shape of said arc (51) is provided. 4.根据权利要求2或3所述的基部框架,其特征在于,所述鹅颈轨道(9)通过焊接固定到所述弧状件(51)。4. Base frame according to claim 2 or 3, characterized in that the gooseneck rail (9) is fixed to the arc (51 ) by welding. 5.根据权利要求1或2或3或4所述的基部框架,其特征在于,所述承枕(4)设有搁板部分(12),该搁板部分(12)布置在距所述门槛(61)一定距离处以支撑底板(A,B)的端部,所述距离是底板(A)的全部长度(A)与一半长度(B)的模块。5. The base frame according to claim 1 or 2 or 3 or 4, characterized in that the bolster (4) is provided with a shelf portion (12) arranged at a distance from the The threshold (61) is at a distance to support the ends of the base plates (A, B), said distance being a module of the full length (A) and half the length (B) of the base plate (A). 6.根据权利要求5所述的基部框架,其特征在于,所述搁板部分(12)由所述集装箱(1)的鹅颈部分(C)的钢底板(11)的端部形成。6. Base frame according to claim 5, characterized in that the shelf portion (12) is formed by the end of the steel floor (11) of the gooseneck portion (C) of the container (1). 7.根据权利要求5所述的基部框架,其特征在于,所述搁板部分(12)由所述承枕(4)形成。7. Base frame according to claim 5, characterized in that the shelf portion (12) is formed by the bolster (4). 8.根据权利要求5或6或7所述的基部框架,其特征在于,所述搁板部分(12)由多个承枕角撑板(15)支撑。8. Base frame according to claim 5 or 6 or 7, characterized in that the shelf portion (12) is supported by a plurality of bolster gussets (15). 9.根据权利要求5所述的基部框架,其特征在于,所述搁板部分(12)由L状成型件形成,所述成型件紧固到支撑所述承枕(4)的多个角撑板(15)。9. Base frame according to claim 5, characterized in that the shelf portion (12) is formed by an L-shaped profile fastened to the corners supporting the bolster (4) Support plate (15). 10.根据权利要求5或7或9所述的基部框架,其特征在于,所述钢底板(11)设有以所述底板(11)的面向所述集装箱的后端(3)的略微向下倾斜端部形式的鼻部(17),倾斜度相对于所述底板(11)处于包括在1°到10°的区间中。10. The base frame according to claim 5 or 7 or 9, characterized in that, the steel bottom plate (11) is provided with a slight direction towards the rear end (3) of the bottom plate (11) facing the container. Nose (17) in the form of a downwardly inclined end with an inclination in the interval comprised between 1° and 10° relative to said base plate (11). 11.根据权利要求5至10中一项或多项所述的基部框架,其特征在于,所述钢底板(11)完全地焊接到所述底侧轨道(7)以及完全地焊接到前槛(6)。11. Base frame according to one or more of claims 5 to 10, characterized in that said steel floor (11) is fully welded to said bottom side rails (7) and fully welded to the front sill (6). 12.根据权利要求1至11中一项或多项所述的基部框架,其特征在于,与布置在所述鹅颈通道(8)的面向所述承枕(4)的端部中的弧状件(51)相比,对于布置在鹅颈通道(8)的面向所述基部框架(1)的前槛(6)的端部处的弧状件(51)而言,弧状件(51)之间的距离更大。12. Base frame according to one or more of claims 1 to 11, characterized in that, with the arc-shaped (51), for the arc (51) arranged at the end of the gooseneck channel (8) facing the front sill (6) of the base frame (1), the arc (51) The distance between is larger.
CN201680053124.3A 2015-07-13 2016-07-12 Base frames for shipping containers Pending CN108137226A (en)

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DKPA201570461A DK178791B1 (en) 2015-07-13 2015-07-13 GROUND FRAME FOR A TRANSPORT CONTAINER
PCT/EP2016/066515 WO2017009326A1 (en) 2015-07-13 2016-07-12 Base frame for a shipping container

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CN115924340A (en) * 2022-12-08 2023-04-07 中集集团集装箱控股有限公司 Container Bottom Structure and Containers
RU218703U1 (en) * 2023-04-13 2023-06-06 Акционерное общество "РМ РЕЙЛ АБАКАНВАГОНМАШ" (АО "РМ РЕЙЛ АБАКАНВАГОНМАШ") cargo container
RU219620U1 (en) * 2023-04-13 2023-07-28 Акционерное общество "РМ РЕЙЛ АБАКАНВАГОНМАШ" (АО "РМ РЕЙЛ АБАКАНВАГОНМАШ") cargo container
RU226590U1 (en) * 2024-04-01 2024-06-11 Открытое Акционерное Общество "Российские Железные Дороги" Five-ton medium-tonnage module

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DK201570461A1 (en) 2017-01-30

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Application publication date: 20180608