The present invention relates to a truss system for use in structures, and in particular, to a connector that is used in such a truss system.
Truss systems are commonly used in a variety of structures to reduce the overall weight without compromising on the strength. As a rule of thumb, the strength of a material is linearly proportional to the weight of that material. Steel is three times heavier than aluminum, and aluminum is three times heavier than wood. In terms of the strength, steel is about three times stronger that aluminum, and aluminum is three times stronger than wood.
Truss systems are commonly used in a variety of structures, ranging from houses to bridges. A conventional truss system usually consists of a top chord, a bottom chord, and a triangular web member that joins the top and bottom chords carrying vertical and axial forces. A truss system can withstand both compression (vertical web members) and tension (diagonal web members) load. Specifically, when the truss system is supporting the load, the vertical web member is for compression load and the diagonal web member is for tensile load. However, a single beam alone can only handle tensile load.
Conventional truss systems usually have the web members welded to the chords. One drawback with this arrangement is that this is more costly to build. Another drawback is that the welded connection results in a fixed connection at the welded locations, with no flexibility in rotational movement which may be caused by tension or compression of the chord. There will be a slight kinematic (angle) change in the web connections This may compromise the structural integrity of the overall structure supported by the truss system.
Truss systems also need to meet certain requirements or balance certain considerations, including but not limited to (i) strength versus weight, (ii) longevity, and (iii) fire rating. Many existing truss systems use wood or steel for their chords and/or web members, but wood and steel are not ideal.
For example, for strength versus weight, based on the dead and live load requirements of a platform, wood is lighter than steel to meet the load requirement. Wood performs better along the grain than across the grain. However, steel is simply too heavy to accommodate the required loads.
For longevity, wood can be attacked by termites, and rot due to moisture. Steel can rust and lose its strength overtime. Therefore, neither are optimal.
Thus, there remains a need for a truss system that can withstand both compression (vertical web members) and tension (diagonal web members) loads, while overcoming the drawbacks discussed above.
The present invention provides a connector that is adapted for use in a truss system.
In order to accomplish the objects of the present invention, the present invention provides a truss system a horizontal chord, and a connector retained inside the channel of the horizontal chord. The connector has a base that has two parallel vertical walls, and a connecting base wall that together define a U-shaped cross-section, with a receiving space defined by the two parallel walls and the base wall. First and second dividers are positioned in the receiving space and define separate first, second and third spaces, respectively, with the second space positioned between the first and third spaces. Each of the first and second dividers has a vertical wall section that is connected to the two parallel walls and the base wall, and an upper end, with an angled surface associated with the upper end of each vertical wall section. A vertical web member has one end that is inserted into the second space, and a diagonal web member has one end inserted into either the first space or the third space.
The present invention is made of aluminum and is especially adapted for use in horizontal structure applications; specifically for horizontal platforms, such as large motion base platforms for use in a theater, floor and roof web members for a house or building.
The following detailed description is of the best presently contemplated modes of carrying out the invention. This description is not to be taken in a limiting sense, but is made merely for the purpose of illustrating general principles of embodiments of the invention. The scope of the invention is best defined by the appended claims.
Each vertical web member 20 has a generally rectangular cross-section with four outer walls (two length walls 22 and two width walls 24), and two opposite opened ends. An opening 26 is provided in each length wall 22. Each wall 22 and 24 has the same height. The top end and bottom end of the vertical web members 20 can be the same. In this regard, each vertical web member 20 can be made out of an aluminum tubing.
Each diagonal web member 40 has a front wall 42, a rear wall 44, and at least one connecting wall 46 that connects the front wall 42 and the rear wall 44. The diagonal web member 40 and its walls 42, 44 and 46 are oriented diagonally, or at an angle with respect to the vertical. The base of each front and rear wall 42 and 44 has a horizontal edge 48, and each diagonal web member 40 has an n-shaped vertical face 50 that is defined by the vertical bottom ends of the three walls 42, 44 and 46. An opening 52 is provided near the base of the front and rear walls 42 and 44. Assuming that the angles x and y (see
Referring now to
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The two dividers 110 and 112 function as orientation devices for web membering and orienting the various vertical web member 20 and diagonal web members 40 into their desired orientations while providing sufficient stability for web membering heavy loads.
The connector 100 and pins 74 of the present invention provide a truss system that addresses the drawbacks of the conventional welded truss systems described above. First, the connector 100 makes it easier to assemble the truss system, and provides the flexibility to assemble a truss system using different types of chords 60. Second, the pins 74 provide flexibility in rotational movement which may be caused by tension or compression of the chord 60. Since the vertical web member is for compression load and the diagonal web member is for tensile load, there will be a slight kinematic (angle) change in the web connections, so the pin 74 can accommodate this slight angle change better than the fixed welded connections in the prior art.
All of the vertical web member 20, the diagonal web member 40 and the horizontal chord 60 are preferably made of aluminum. There are many advantages for using aluminum versus wood or steel.
For example, for strength versus weight, aluminum structures (e.g., tubing) can withstand a much larger load and weigh less when compared to solid wood. Based on the dead and live load requirements of a platform, an aluminum truss will be the lightest, compared to wood and steel, to meet the load requirement. Aluminum is also isotropic (i.e., same properties in all directions), while wood performs better along the grain than across the grain. Steel is simply too heavy to accommodate the required loads.
For longevity, wood can be attacked by termites, and rot due to moisture. Steel can rust and lose its strength over time. Aluminum would be a better choice for long-term application.
For fire-rating, aluminum will provide a better fire rating than wood.
The connector 100 of the present invention facilitates these advantages by securing all the connecting chords and web members intricately, and managing both the compression and tension loads. The pins 74 that connect all web members and chords through the connector 100 are sized to withstand the tension load, and the compression load is taken by the vertical web member 20 which is secured by the connector 100.
During the assembly process discussed above, it is possible to build a truss of any size or length using these web members 20, 40 by inserting them into the connector 100, and then sizing the pins 74 accordingly for the tensile load. The vertical and diagonal web members 20, 40 are secured by inserting them onto the connector 100, while all members (chords and web members) are pinned within the same connector 100. Thus, the purpose of the connector 100 is to conveniently position all the web members 20, 40 to be connected to either the top chord or the bottom chord. Once positioned, all the corresponding web members 20, 40 are secured by fastening to the top and bottom chords.
Referring now to
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The bottom end of the vertical web member 20 can be inserted through the opening 260 into the space 208b, and the bottom end of a diagonal web member 40 can be inserted into either the space 208a or the space 208c, or two diagonal web members 40 can be inserted into the two spaces 208a and 208c. The angled surfaces 250 orient the diagonal web member(s) 40 in a diagonal orientation. Pins 74 can then be inserted through the openings 72, 222, and either 26 or 52 to secure the connector 200, the vertical web member 20, and the diagonal web member(s) 40 at the designated locations along the horizontal chord 60. The same connection using another connector 200 can be used at the upper end of the truss system.
The two dividers 210 and 212, and the guide piece 232, function as orientation devices for web membering and orienting the various vertical web member 20 and diagonal web members 40 into their desired orientations while providing sufficient stability for web membering heavy loads.
While the description above refers to particular embodiments of the present invention, it will be understood that many modifications may be made without departing from the spirit thereof. The accompanying claims are intended to cover such modifications as would fall within the true scope and spirit of the present invention.
Number | Date | Country | |
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Parent | 17344479 | Jun 2021 | US |
Child | 17981436 | US |