This invention relates to a container/building system. In particular the invention relates to a modular container that can be assembled and disassembled to serve various needs including those of an expedient building system.
Containers are used throughout the world to transport cargo. In 2011, approximately 90% of non-bulk cargo worldwide was moved by containers stacked on transport ships. Accordingly, containers form an integral part of the global transportation network for cargo.
Containers are intended to be used constantly. That is once a container is emptied of cargo, the container is reloaded with new cargo destined for a new destination. However, refilling a container once it has reached its destination is not always possible. The cost of transporting an empty container to a place where it is to be used is often considerably higher than the value of the used container. This often leads to unwanted stockpiling of containers at one location with a shortage of containers in another location.
The reference to any prior art in the specification is not, and should not be taken as, an acknowledgment or any form of suggestion that the prior art forms part of the common general knowledge.
It is an objective of the invention to overcome and/or alleviate one or more of the above disadvantages and/or to provide the consumer with a useful and/or commercial choice.
In one form, although not necessarily the only or broadest form, the invention resides in a container building system comprising;
at least one elongate structural member;
at least one connecting member, the connecting member able to be realisably connected to the structural member; and
at least one plate that is able to realisably engage with at least one structural member.
The elongate structural member typically is either a beam or a post. The elongate structural member may be constructed from any suitable material. However, typically the elongate structural member is manufactured from steel, aluminium or composite material.
The elongate structural member may include a series of engagement members. The engagement members may be used to engage with the at least one plate.
The engagement members may form a repetitive pattern along at least part of the length of an elongate structural member. Typically, the engagement members extend along the majority of a length of an elongate structural member. Normally the engagement members are located only on a single side of a structural member. However, the engagement members may be located on more than one side of a structural member if desired.
Preferably the engagement members are in the form of a repeating wave. The wave may be a sine wave, modified square wave, triangular wave or saw tooth wave.
One or more of the engagement members may include an aperture that extends through the engagement member.
One or more joining members may be used to connect one or more elongate structural members to each other using one or more apertures that extend through the engagement members. Each joining member may include two or more engagement pins that may be used to connect two structural members together. Typically two or more joining members are used to join two elongate structural members together.
The elongate structural member may include at least one fastening portion to fasten the elongate structural member to the connecting member. Typically there is a fastening portion located adjacent the end of the elongate structural member. Each fastening portion may include at least one captured nut. Alternatively, the fastening portion may include a threaded hole.
The elongate structural member may also include a locating portion to align the elongate structural member with the connecting member. Typically there is a locating portion located adjacent the end of the elongate structural member. The locating portion may be in the form of one or more locating pins. Alternatively, the locating portion may be in the form of locating holes.
The connecting member may, be made from a rectangular prism shaped, hollow body. The connecting member may be able to be connected to at least two elongate structural members. Preferably, the connecting member may be able to be connected to at least two elongate structural members. More preferably, the connecting member may be able to be connected to at least three elongate structural members.
Preferably, the connecting member may be connected to two elongate structural members to allow the elongate structural members to lie in two different planes. More preferably, the connecting member may be connected to three elongate structural members to allow the elongate structural members to lie in three different planes.
The connecting member may include at least one fastening portion to fasten an elongate structural member to the connecting member. A fastening portion of the connecting member is normally used in conjunction with the fastening portion of the elongate structural member to connect elongate structural member to the connecting member. Normally the connecting member has three fastening portions. A fastening portion of the connecting member may be in the form of a bolt or the like fastener.
The connecting member may include at least one access aperture to access the fastening portion of the connecting member. Preferably there are at least three access apertures. More preferably there are three access apertures.
The connecting member may include at least one locating portion to align an elongate structural member with the connecting member. A locating portion of the connecting member is normally used in conjunction with the locating portion of the elongate structural member to align the elongate structural member with the connecting member. Normally the connecting member has three locating portions. The locating portion may be in the form of locating holes. Alternatively, the locating portion may be in the form of one or more locating pins.
The plate typically is used as a floor plate. However, it is envisaged that the plate may be used as a roof plate. The plate has at least one socket for location of an elongate structural member. Typically the plate has at least four sockets. More preferably, the plate has four sockets. The sockets are normally located at respective ends of the plates. However, it is envisaged that the sockets may be located on respective sides of the plate. The sockets are normally located adjacent the corners of the plate.
A series of tie holes may be spaced around the periphery of the plate. A series of ties may be plated within the holes to tie one plate to an adjacent plate. The tie may be located within a top of a one one plate and within a bottom of a tie hole in the adjacent plate. The ties may be substantially Z-shaped.
Each socket may have a series of engagement members. The engagement members of the socket are typically shaped to engage with the engagement members of an elongate structural member. The engagement members of the socket are shaped in a complimentary fashion to engage with the engagement members of an elongate structural member. Preferably the engagement members of the socket may be in the form of a repeating wave. The wave may be a sine wave, modified square wave, triangular wave or saw tooth wave.
A locking member may be used to hold a connecting member in engagement within a socket of the plate. The locking member may be located on either the connecting member or on the plate or on both. Preferably, the locking member is located in the plate. Typically there are the same number of locking members as there are sockets in the plate.
The plate may have at least one alignment member. Typically the alignment members are used to ensure the sockets are in alignment when plates are stacked on top of each other. Normally, there are at least four alignment members on a top face and bottom face of the plate. The alignment member may be in the form of dimple and/or a projection.
Embodiment of the invention, by way of example only, will be described with reference to the accompanying drawings in which:
The container/building system 10 includes a floor plate 20, a number of elongate structural members 30 and a number of connecting members 40.
The floor plate 20 is sustainably rectangular in shape and is constructed from steel. However it should be appreciated that other suitable materials may be used. The plate has four sockets 21 which are located within ends 22 of the floor plate. The respective sockets 21 are located adjacent corners 23 of the floor plate. Each of the sockets 21 is profiled to form engagement members 24. The engagement members 24 are formed in one side of the socket 21. However it should be appreciated that the engagement members 24 may be formed on opposite sides of the sockets. The engagement members 24 are in the form of a sine wave.
The floor plate also includes a series spaced apart projections (not shown) located on a top face of the floor plate and a series of dimples (not shown) located in a bottom face of the floor plate. The projections and dimples are relatively sized so that the dimples on one plate will receive the projections of another plate. The projections and dimples are used to align stacked plate.
The elongate structural members 30 are either posts or beams. For example in this embodiment there are four posts and eight beams. The posts and beams can be of variable length. However both the posts and beams are made from the same structural materials and have the same profile. Accordingly posts can be used as beams and vise versa.
Each elongate structural member 30 has a series of engagement members 31. The engagement members 31 run along one single side of the elongate structural member 30. The engagement members 31 are in the form of a sine wave.
Each elongate structural member 30 is hollow. A captured nut 32 is located within each end of the elongate structure member. Two locating pins 33 are formed at end of the elongate structure member. The captured nut 32 and locating pins 33 are shown in
The connecting members 40 are located at the corners of the container/building system 10. A detailed view of the connecting member 40 is shown in
In order to assemble the container/building system 10, the elongate structural members 30 that form the posts are located within respective sockets 21 of the plate 20. The elongate structural members 30 are orientated so that the engagement members of the elongate structural members 30 mate with the engagement members 24 of their respective sockets 21. A locking member 50 is then activated by tightening bolts 54 forcing a pressure plate 51 against the elongate structural members 30 to prevent removal of the elongate structural members from their respective sockets 21 as shown in
The connecting members 40 are then attached to each of the ends of the elongate structural members 30 that are engaged with the sockets 21. The connecting members 40 are attached to the ends of the elongate structural members 40 by placing the connecting members 40 adjacent the end of their respective elongate structural members 30 so that the locating pins 33 of respective elongate structural member 30 are located within the locating holes 44 of the connecting member 40. This is shown is
In order to disassemble the container/building system the bolts 45 are simply removed from the elongate structural members 30 to enable the connecting members 40 to be removed from the elongate structural members 30. The locking members 50 are then released, opening the respective sockets 21 to enable the elongate structural members 30 to be removed from the plate 20. In the disassembled state, the container/building systems are able to be transported in bulk.
Apertures 32 are located within each of the engagement members 31 located on each of the elongate structural members 30 as shown more clearly in
In use, two elongate structural members 30 that are to be joined together are located adjacent each other so that their respective engagement members 31 are engaged. The joining pins 34 of the joining member 33 are then inserted into apertures 32 of different elongate structural members 30. This prevents separation of the two elongate structural members 30 with any down force being applied through the engagement members 31.
The plate 20 in this embodiment also has a series of tie holes 25 that are used to connect and support an adjacent plate 20A as shown in
In this specification, the terms “comprise”, “comprises”, “comprising” or similar terms are intended to mean a non-exclusive inclusion, such that a system, method or apparatus that comprises a list of elements does not include those elements solely, but may well include other elements not listed.
It should be appreciated that various other changes and modifications may be made to the embodiment described without departing from the spirit or scope of the invention.
Number | Date | Country | Kind |
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2012904278 | Oct 2012 | AU | national |
Filing Document | Filing Date | Country | Kind |
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PCT/AU2013/001125 | 10/2/2013 | WO | 00 |