NZ629383B2 - A metal structure with heavy duty corner elements - Google Patents
A metal structure with heavy duty corner elements Download PDFInfo
- Publication number
- NZ629383B2 NZ629383B2 NZ629383A NZ62938312A NZ629383B2 NZ 629383 B2 NZ629383 B2 NZ 629383B2 NZ 629383 A NZ629383 A NZ 629383A NZ 62938312 A NZ62938312 A NZ 62938312A NZ 629383 B2 NZ629383 B2 NZ 629383B2
- Authority
- NZ
- New Zealand
- Prior art keywords
- structural member
- threaded holes
- screws
- holes
- rectangular
- Prior art date
Links
- 239000002184 metal Substances 0.000 title claims description 19
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Classifications
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/01—Frameworks
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02B—BOARDS, SUBSTATIONS OR SWITCHING ARRANGEMENTS FOR THE SUPPLY OR DISTRIBUTION OF ELECTRIC POWER
- H02B1/00—Frameworks, boards, panels, desks, casings; Details of substations or switching arrangements
- H02B1/01—Frameworks
- H02B1/014—Corner connections for frameworks
Abstract
framework for an electronics cabinet or server rack with bars connected by heavy-duty square corner brackets or blocks is described. The cabinet allows for greater strength and stability at the corners of the framework. The bars (2a-c) include spaced (Y) non-threaded holes (5a-d). The die-cut block (1) includes threaded holes, used to connect it to the bars by screws or other threaded fasteners (3a-f). The framework includes rails that are attachable between the bars using a threaded block. k (1) includes threaded holes, used to connect it to the bars by screws or other threaded fasteners (3a-f). The framework includes rails that are attachable between the bars using a threaded block.
Description
A METAL STRUCTURE WITH HEAVY DUTY AXIAL CORNER ELEMENTS
D es c r i p ti on:
This invention relates to a metal structure embodiment connected utilizing screws and with the aid
of heavy duty axial corner modules for each corner. It has adjustable structural members that could
be placed at various points as required.
Throughout history, many similar inventions have been identified. However, a solution with
increased mechanical strength and user friendliness such as this brings in many advantages
especially in the field of manufacturing electrical panel boards, cabinets for electronic, pneumatic
and pneumatic hydraulic control apparatus or for equipment that for some reason or the other has
to be mounted and/or enclosed.
Figure 1: Shows a perspective view of the connection between the axial corner module and
the structural members with the tightening mechanism.
Figure 2: A perspective view of the corner of the 3D metal structure when assembled.
Figure 3: Shows a perspective view of the connection between the structural members and
the adjustable structural members with the tightening mechanism.
Figure 4: A cross sectional view of the connection between two adjustable structural
members after the process of tightening. (The same tightening mechanism is utilized between
corner structural member and adjustable structural member connections).
Figure 5: A-A Cross Sectional view of the Heavy duty Axial Corner Block.
Figure 6: B-B Cross Sectional view of the Heavy duty Axial Corner Block.
Figure 7: Shows the assembling mechanism of the metal structure with lifting hooks and
connection to the plinth.
Figure 8: Shows the connection to the plinth. The Plinth 20 connection via bolt 24 that screws
into 1a is shown in figure 8 to the 3D framework.
Figure 9: Shows the metal structure with the covers/doors.
Figure 10: Shows an example of a cabinet constructed from a construction assembly according
to the present invention.
Figure 11: Heavy duty axial corner block for Control Board Consoles/Desks.
Figure 12: A variation of a Control Board Console/Desk assembled utilizing the structural
members and Axial Corner Blocks.
Figure 13: Another variation of a Control Board Console/Desk assembled utilizing the structural
members and Axial Corner Blocks.
The most important elements in this embodiment would be the structural members, corner modules
and the strongly adjustable structural members. The significance in this design is given to the heavy
duty axial corner module. The three block shaped protrusions (1b, 1c, 1d) in the corner module enter
firmly into the 3D structural members which strengthen the edges whilst giving immense strength to
the entire structure. There are four “m” mm threaded holes (A , A , B , B ) in each rectangular block
1 2 1 2
shaped protrusion (1b, 1c, 1d) and a “M” mm threaded hole (A ) in the base cube of the corner
module as shown in figure 5.
Corner module (1) is a one piece monolithic element that has three rectangular block shaped
protrusions (1b, 1c and 1d ) extending outwardly from three adjoining faces of the base cube 1a.
The rectangular block shaped protrusions (1b or 1c or 1d) of a corner module (1a) have the same
general cross sectional configurations or shape as the cross sectional opening (4a, 4b and 4c) of the
structural members but of a slightly smaller size, so as to be slidably inserted into the end portion of
the structural members. The hollow structural members (2a, 2b and 2c) are inserted into the three
rectangular block shaped protrusions (1b, 1c and 1d) utilizing pairs of screws (3a, 3b, 3c, 3d, 3e and
3f). The structural members have threaded holes to facilitate the fixing of adjustable structural
members. “Y” is the distance between threaded holes and also between the pair of screws as shown
in the figure 1. The distance from L to 2C would be maintained as 2Y. The four holes on each
structural member for example 5a, 5b, 5c and 5d of structural member 2b and likewise for 2a and 2c
are all non-threaded holes as the holes in the axial corner module have threaded holes.
Ease of assembly in this framework is of significance as even by the use of an Allan key the screws
can be fitted with least effort increasing labor efficiency.
Once the rectangular block shaped protrusions are fitted with the structural members, it would be
displayed as in Figure 2. The slid axial protrusions of the corner module are shown in 6a and 6b
likewise for the 2a structural member as well.
The adjustable structural member (7) can be positioned via the threaded holes in the structural
member 2C at any location (this could also be another adjustable structural member) as in figure 3.
For the tightening mechanism a rectangular metal block (8) with a square cross section and a plastic
strip (9) (especially used to safeguard IP ratings – the design can strongly support up to IP 54) are
used. Utilizing the rectangular metal block ensures that it stays stagnant once inserted through the
square opening (15a). Initially, the rectangular metal block (8) is inserted through the square
opening (15a) and then reverted at 14a. The plastic strip (9) is then kept at the required location on
2c and then the adjustable structural member is attached to that location and screwed utilizing the
10c screws via the provisions 12, 13 or 11 in such a way that 8a and 9a would be screwed together
and 8b with 9b likewise. This order sequence in the process would greatly aid ease of assembly. A
distance of X is maintained between the holes 8a and 8b on the rectangular metal block and 9a and
9b on the plastic strip.
As shown in figure 3, on plane 14 the first opening (14a) would be at a distance Y from Z . Likewise,
on plane 15 the first opening (15a) would be at a Y distance to the centre of the square opening from
Z . However, on both planes 14 and 15, the distance between threaded holes is maintained as Y
similar to the structural members.
Figure 5 depicts an A-A cross sectional view of the corner module. A and A threaded holes are
placed at a Y distance and the threaded holes are “m” mm in diameter. The rectangular block
shaped protrusions are of R distance from the (1a) base cube. The width of 1b, 1c and 1d are given
as P.P is slightly smaller than the inside dimensions of 4a, 4b and 4c (in figure 1) to slide into the
structural members. A threaded hole is “M” mm in diameter and is significant in terms of either the
heavy lifting or the tightening to the base plinth.
Figure 6 depicts the B-B cross sectional view of the corner module. The screws through A and B
would finally be placed after being tightened with a B spacing in-between in the 1b axial leg as
shown in the figure. The screws would be at a Q distance from the edge where Q= P/2
The metal structure almost ready to be assembled has four lifting hooks each “M” mm sized (16, 17,
18 and 19) which has a bearing capacity up to 4000Kg’s. The bottom plinth 20 is fixed to the metal
structure via “M” mm bolts at 4 places (21, 22, 23 and 24)
The Plinth 20 connection via bolt 24 that screws into 1a is shown in figure 8 to the framework.
Due to the mechanism of this corner module it is possible to lift up to 4000 Kg’s on all 4 hooks on the
corner modules shown in figure 7. The hooks can be screwed straight into the corner module with
no additional accessories and no additional drilling of the structure.
The significance of this design includes the extension of the corner module design in which the
rectangular block shape protrusions can be designed to take a “θ” angle to support the making of
Control Board Consoles/Desks and such similar designs. This eliminates the restriction of the design
angle to be 90 degrees at all times.
Claims (2)
1. A Metal Structure, comprising: - a plurality of hollow structural members (2a, 2b, 2c), each structural member having two inner planes (2b1, 2b2) each with two non-threaded holes at both ends of said structural member and plurality of threaded holes arranged in between said non-threaded holes, said holes are positioned at a “Y” distance; and - a plurality of die-casted heavy duty corner modules, each corner module consisting of a base cube (1a), the base cube having a “M” threaded hole (A3) and three rectangular block shaped protrusions (1b, 1c, 1d) extending outwardly from three adjoining faces of the base cube, said three rectangular block shaped protrusions are designed in “θ” angle to each other, each rectangular block shaped protrusion having two threaded holes in each inner wall of the protrusion wherein said holes are positioned at a “Y” distance, said protrusions are configured to receive the end portion of the structural members, such that said structural member is slidably inserted to the protrusion and fixed together with the use of screws; and - a plurality of hollow adjustable structural members (7), each adjustable structural member having one square opening (15a) at the end portion of one plane (15) thereof and a circular opening (14a) at the end portion of the opposite plane (14) thereof configured to receive a rectangular metal block; and - a plurality of rectangular metal blocks (8), each rectangular metal block having a circular edge on top and two non-threaded holes (8a, 8b) on opposite walls thereof configured to send through screws wherein said holes are positioned at a “X=2Y” distance, such that said rectangular metal block is configured to facilitate the fixing of adjustable structural member to a structural member or another adjustable structural member with the aid of a plastic strip and screws.
2. A Metal Structure as per claim 1 wherein the adjustable structural member is connected to a structural member or another adjustable structural member using the rectangular metal block and a plastic strip for the tightening mechanism ensuring that the connecting mechanism stays rigidly without rotating. Sheet 1 of 12
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| LK16770 | 2012-07-10 | ||
| LK1677012 | 2012-07-10 | ||
| PCT/IB2012/055242 WO2013072788A1 (en) | 2012-07-10 | 2012-10-01 | A metal structure with heavy duty corner elements |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| NZ629383A NZ629383A (en) | 2016-08-26 |
| NZ629383B2 true NZ629383B2 (en) | 2016-11-29 |
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