|Publication number||US3371458 A|
|Publication date||Mar 5, 1968|
|Filing date||Jun 30, 1966|
|Priority date||Jun 30, 1966|
|Publication number||US 3371458 A, US 3371458A, US-A-3371458, US3371458 A, US3371458A|
|Inventors||Sturgill Lester G|
|Original Assignee||Atlantic Res Corp|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (5), Referenced by (55), Classifications (8)|
|External Links: USPTO, USPTO Assignment, Espacenet|
March 5, 1968 L. G. STURGILL 3,
STRUCTURAL UNI T Filed June 30, 1966 INVENTOR [ESTER 6. STURG/LL BY W 5 M AGE/V T United States Patent 3,371,458 STRUCTURAL UNIT Lester G. Sturgill, Leeshurg, Va., assignor to Atlantic Research Corporation, Fairfax County, Va., a corporation of Virginia Filed June 30, 1966, Ser. No. 561,953 10 Claims. (Cl. 52-646) This invention relates generally to structural units, and more particularly to structural units composed of a plurality of interconnected sections of identical configuration, and a 'tower constructed therefrom.
There are many applications for light-weight, easily assembled and erected towers for electronic emissions and the like. A preferred form of construction is of a plurality of individual structural units. Since it is advantageous to construct a tower of a plurality of identical structural units having a minimum of brace and fittings, many of the prior-art towers advance this concept, most setting forth a four-sided basic unit. A major problem with four-sided structural units, and consequently with towers constructed therefrom, is that a four-sided shape is not inherently rigid without the addition of crossbraces, and the use of cross-braces defeats the idea of having identical members with few extra parts; thus the construction of the tower is greatly complicated.
Briefly stated, the instant invention presents an inherently rigid, easily assembled and disassembled structural unit of triangular configuration and a tower constructed using a plurality of such units. Each unit is readily assembled and disassembled and is composed of three identical sections. Each section comprises a hollow tube with a slot along its entire length, a second hollow tube or solid rod of diameter less than that of the first hollow tube, and means for attaching the slotted tube and the rod together,such as a plurality of struts, a single plate, or the like. The struts are welded between the tube and rod to construct a rigid section and are attached to the slotted tube at an angular distance of 60 from the slot. A unit of the tower is constructed of three sections by sliding the rod of each section into the tube of an adjoining section such that the struts of the first pass through the slot of the second. Each of the rods is parallel to, but longitudinally slightly offset from the tube. A pin in the bottom of each hollow tube supports the rod, and when the second unit is placed upon the first, the rod protrudes up into the tube above to support the upper unit. Such a design facilitates the construction of a tower.
It is an object of this invention to provide a structural unit which is inherently rigid and easily assembled and disassembled.
Another object of this invention is to provide an erectable tower constructed of a plurality of identical units which are easily and quickly assembled and disassembled.
Other objects and advantages of the present invention will be come obvious from the following detailed description when considered with the accompanying drawings, wherein:
FIGURE 1 is a side view in elevation of a single section of the structural unit of the instant invention;
FIGURE 2 is a perspective view of three of the sections of FIGURE 1 assembled to form the structural unit of the invention;
FIGURE 3 is a plan view of FIGURE 2;
FIGURE 4 is a perspective view of the of the units of FIGURE 2; and
FIGURE 5 is a perspective view of a means for raising the units of FIGURE 2 to construct a tower.
As shown in FIGURE 1, a single section 7 of the structural unit consists of a tube 10 having a slot 12 along its entire length. Spaced laterally from the tube joining of two and parallel thereto is a rod 14 of diameter slightly less than tube 10. Although described herein as a rod this particular element may also be a hollow tube and still be within the purview of the instant invention. Rod 14, although parallel to tube 10, is not aligned longitudinally therewith but is offset a distance 16 along the parallel axes. The reason for this offset 16 will hereinafter be explained. To attach tube 10 to rod 14 there is shown a series of struts 18, which are welded at one end to tube It) at an angular distance of 60 from the slot 12 and at the other end to rod 14. Although these connecting members are shown as a series of struts, there could be a single member such as a plate, or various other arrangements of struts or like supporting members. At the lower or offset portion, tube 10 can be provided with at least two aligned poles 26 which are adapted to receive a bolt or rod which will support rod 14 being inserted into tube 10.
FIGURE 2 shows a complete structural unit 8 assembled from three of the sections described above, and FIGURE 3 a plan view of said unit. A unit is constructed by inserting rod 14 of one section into tube 10 of another section such that the struts 18 project through slot 12. The addition of a third element in like fashion completes the unit. Pins 22 are then inserted through cooperating holes 20 to support each of the rods 14 and thus a rigid inter-locking unit is provided. Holes 20 can, as an alternative not shown, he placed near the middle of tube It and then rod 14 equipped with a cooperating hole such that tube 10 in rod 14 can be pinned together. The offset of rod 14 from tube It) by distance 16 provides that a section of each of the rods of the unit will protrude above the top of the tubes and therefore will fit into the lower portion of the tubes in the above section to interlock and provide support for this upper unit.
In FIGURE 4 there are shown two juxtaposed structural units. Assembly of an entire tower is provided by placing the offset portions of each of the rods 14 of one unit into the offset portion of the tubes 10 of the adjacent unit. If increased rigidity is necessary, a second series of bolts 26 can be placed through a second set of aligned holes 28 in the bottom portion of tubes 10, these also going through a cooperating hole 30 in the ofl set section of each of the rods 14.
A preferred means and method for constructing a tower is shown in FIGURE 5. A tower launcher 34 of triangular shape is mounted on legs 36, and a tower is constructed by pushing assembled structural units 8 up through launcher 34, fitting each new section in below as shown in FIGURE 4. The use of this method of erecting a tower is particularly advantageous when in close quarters or in an environment such as a jungle in which a heavy cover of foliage above the ground precludes more conventional erecting procedures such as guy wires or cranes.
The structural unit provided by the instant invention is rigid and is easily assembled. The fact that it consists of three identical elements and a minimum of small parts adds to its attractiveness since it lessens the difiiculties encountered in packing and shipping as well as minimizes the supervision and instruction necessary to those who assemble the units on location. Each of the sections of the individual unit is of simple construction and is easily manufactured from stock parts. The use of the geometric form of a triangle means that the structural unit is inherently rigid, in cross-section, and once the three locking pins 22 are installed, all three sections '7 of unit 8 are rigidly locked against longitudinal movement and cannot be separated until the pins are removed. In addition, maximum ability to endure the stresses and strains of the types of loading encountered in tower constructions is provided by the fact that each hollow tube has a rod 3 or second tube inside to strengthen it and to prevent it from bending and collapsing. The fact that the structural units interlock means that external forces are smoothly and evenly transmitted throughout the unit and the tower.
Obviously many modifications and variations of the present invention are possible in the light of teachings. It is, therefore, to be understood that in the scope of the appended claims the invention may be practiced otherwise than as specifically described.
What is claimed as new and desired to be secured as Letters Patent of the United States is:
1. A structural unit for building an elongated structure comprising a first section, a second section, and a third section, all of said sections being of identical configuration and each of said sections comprising:
a hollow tube having a first diameter,
a rod laterally spaced from and parallel to said tube, said rod having a second diameter less than said first diameter,
a slot longitudinally aligned through said tube and traversing the entire length thereof, said slot having a width less than said second diameter,
means for attaching said rod to said tube, said means being fixedly attached at one end to said rod and at the other end to said tube at an angular distance of 60 from said slot;
the rod of said first secion being inserted into the tube of said second section such that the attaching means of said first section pass through the slot of said second section; the rod of said second section being inserted into the tube of said third section such that the attaching means of said second section pass through the slot of said third section, and the rod of said third section being inserted in the tube of said first section such that the attaching means of said third section pass through the slot of said first section.
2. A structural unit in accordance with claim 1 further comprising means for restricting movement of each of said rods with respect to said tube into which it is inserted.
3. A structural unit in accordance with claim 2 wherein said means for restricting movement comprises bolt means extending through each of said tubes.
4. A structural unit in accordance with claim 1 wherein said means for attaching said rod to said tube comprises a plurality of struts.
5. A structural unit in accordance with claim 1 wherein said rod and said tube are of equal length and said rod is offset longitudinally with respect to said tube.
6. A structural unit in accordance with claim 5 further comprising means for restricting movement of each of said rods with respect to said tube into which it is inserted.
7. A structural unit in accordance with claim 5 wherein said means for attaching said rod to said tube comprises a plurality of struts.
8. A tower comprising a plurality of structural units in accordance with claim 6, said units being assembled such that the offset portion of each of said rods in one unit is inserted into the offset portion of each of said tubes in another unit.
9. A tower in accordance with claim 8 further comprising means for locking adjacent of said units together.
10. A tower in accordance with claim 9 wherein said means for locking adjacent of said units together comprises pin means extending through said offset portion of said rods and said ofiset portion of said tubes.
References Cited UNITED STATES PATENTS 2,308,832 1/1943 Roney et al. 182178 XR 2,620,904 12/1952 Le Roy 52646 2,736,613 2/1956 Jagiel 52-646 2,828,842 4/1958 Plumley et al. 16-171 3,070,234 12/1962 Deitchman 287189.36 XR BOBBY R. GAY, Primary Examiner.
ANDREW M. CALVERT, Assistant Examiner.
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US2308832 *||Apr 1, 1941||Jan 19, 1943||Page Richard W||Scaffold|
|US2620904 *||Jul 31, 1946||Dec 9, 1952||Le Roy Michael||Articulated beam|
|US2736613 *||Feb 9, 1952||Feb 28, 1956||Jagiel Zigmund J||Sectional frame structure|
|US2828842 *||Dec 8, 1953||Apr 1, 1958||Plumley Glenn V||Trailer cabana|
|US3070234 *||Nov 3, 1958||Dec 25, 1962||Evelyn Deitchman||Toy mail classification rack|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US3476211 *||Dec 4, 1967||Nov 4, 1969||Cormier Louis A||Kit for constructing ladders and the like|
|US3561711 *||Jul 2, 1969||Feb 9, 1971||Dodge Dwight V||Portable tower|
|US3665670 *||Apr 28, 1970||May 30, 1972||Nasa||Low-mass truss structure|
|US3815708 *||Mar 22, 1973||Jun 11, 1974||Canadian Patents Dev||Survey instrument tower|
|US4216636 *||Dec 12, 1977||Aug 12, 1980||Cordell Jack R||Tower|
|US4228755 *||Dec 13, 1978||Oct 21, 1980||Graham Robert G||Sail supports|
|US4602470 *||Jan 27, 1984||Jul 29, 1986||Ponable Limited||Dismountable framework|
|US4633624 *||Mar 15, 1985||Jan 6, 1987||Targetti Sankey S.P.A.||Assembly of components trestle type for outside fittings|
|US4756351 *||May 22, 1987||Jul 12, 1988||Knutsen Morris N||Apparatus and method for sawing limbs and the like|
|US4992069 *||Oct 20, 1989||Feb 12, 1991||Interlego A.G.||Building set having plug-in building blocks for building in layers|
|US5894703 *||Apr 16, 1997||Apr 20, 1999||Pfleiderer Verkehrstechnik Gmbh & Co. Kg||Fiber glass-reinforced plastic mast|
|US5956915 *||Jun 24, 1997||Sep 28, 1999||Bucyrus International, Inc.||Tubular drill mast|
|US6321501 *||Apr 19, 2000||Nov 27, 2001||James P. Ignash||Collapsible three sided truss|
|US6343445||Mar 7, 2000||Feb 5, 2002||General Signal Corporation||Tower structure|
|US7877934||Jan 3, 2007||Feb 1, 2011||Wind Tower Systems, Llc||Lifting system and apparatus for constructing wind turbine towers|
|US7993107 *||Aug 9, 2011||General Electric Company||Onshore wind turbine with tower support system|
|US8016268||Sep 13, 2011||Wind Tower Systems, Llc||Wind tower service lift|
|US8069634||Oct 2, 2007||Dec 6, 2011||General Electric Company||Lifting system and apparatus for constructing and enclosing wind turbine towers|
|US8245458 *||Aug 21, 2012||General Electric Company||Wind turbine with tower support system and associated method of construction|
|US8534026 *||Nov 11, 2010||Sep 17, 2013||Aerosolutions, Llc||Truss tower leg reinforcing system|
|US8683753 *||May 23, 2010||Apr 1, 2014||Abb Technology Ag||Enclosure for secondary distribution modular switchgears|
|US8910446||Dec 15, 2009||Dec 16, 2014||Ge Wind Energy, Llc||Structural shape for wind tower members|
|US9038348 *||Dec 18, 2013||May 26, 2015||General Electric Company||Lattice tower assembly for a wind turbine|
|US9255397 *||Sep 16, 2013||Feb 9, 2016||Aerosolutions, Llc||Truss tower leg reinforcing system|
|US9376830 *||May 1, 2015||Jun 28, 2016||Thomas B. Watson, III||Tower reinforcement apparatus and methods|
|US9394715||Apr 28, 2015||Jul 19, 2016||General Electric Company||Lattice tower covering for a wind turbine|
|US9410340 *||Sep 10, 2013||Aug 9, 2016||Offshore Design Engineering Ltd.||Plated transition piece|
|US20040134155 *||Oct 2, 2003||Jul 15, 2004||Lockwood James D.||System and method for strengthening tubular and round tower members|
|US20060124698 *||Nov 29, 2004||Jun 15, 2006||Hawthorne Jack W Jr||Device, and associated method, for coupling trusses together|
|US20060277843 *||May 12, 2006||Dec 14, 2006||Tracy Livingston||Structural tower|
|US20070151194 *||Jan 3, 2007||Jul 5, 2007||Tracy Livingston||Lifting system and apparatus for constructing wind turbine towers|
|US20070272641 *||Aug 31, 2006||Nov 29, 2007||Magic Ad Production Co. Ltd.||Multipurpose stereoscopic display shelf|
|US20080078083 *||Oct 2, 2007||Apr 3, 2008||Tracy Livingston||Drive pin system for a wind turbine structural tower|
|US20080078128 *||Oct 2, 2007||Apr 3, 2008||Tracy Livingston||Lifting system and apparatus for constructing and enclosing wind turbine towers|
|US20080080946 *||Oct 2, 2007||Apr 3, 2008||Tracy Livingston||Expansion pin system for a wind turbine structural tower|
|US20090294219 *||Dec 3, 2009||David Oliphant||Wind tower service lift|
|US20100226785 *||Feb 9, 2010||Sep 9, 2010||Wind Tower Systems, Llc||Structural tower|
|US20100236161 *||Jan 29, 2010||Sep 23, 2010||Wind Tower Systems, Llc||Lifting system and apparatus for constructing and enclosing wind turbine towers|
|US20100242406 *||Dec 15, 2009||Sep 30, 2010||Wind Tower Systems, Llc||Structural shape for wind tower members|
|US20110006538 *||Aug 27, 2008||Jan 13, 2011||Vestas Wind Systems A/S||Monopile foundation for offshore wind turbine|
|US20110107709 *||Nov 11, 2010||May 12, 2011||Bauman Kevin P||Truss tower leg reinforcing system|
|US20110126488 *||Jun 23, 2009||Jun 2, 2011||Johan Hedinger||Upgradable lattice tower and components thereof|
|US20110142682 *||Jun 16, 2011||General Electric Company||Onshore wind turbine with tower support system|
|US20120023859 *||Feb 2, 2012||General Electric Company||Wind turbine with tower support system and associated method of construction|
|US20120066985 *||May 23, 2010||Mar 22, 2012||Lukasz Bachorz||Enclosure for secondary distribution modular switchgears|
|US20130283722 *||Apr 30, 2012||Oct 31, 2013||Clipper Windpower, LLC.||Transition Structure Between Adjacent Tower Structures|
|US20140237911 *||May 12, 2014||Aug 28, 2014||Tower Solutions, Llc||Retractable column and method of forming|
|US20150204101 *||Sep 10, 2013||Jul 23, 2015||Offshore Design Engineering Ltd.||Plated transition piece|
|US20150292263 *||Oct 15, 2013||Oct 15, 2015||Max Bögl Wind AG||Supply Frame for a Tower; Tower with a Supply Frame and Method for Erecting a Supply Frame in the Interior of a Tower|
|US20150361685 *||Feb 1, 2013||Dec 17, 2015||Seccional Brasil S/A||Lattice tower|
|CN102454558A *||Oct 25, 2011||May 16, 2012||通用电气公司||Onshore wind turbine with tower support system|
|CN102454558B *||Oct 25, 2011||Mar 16, 2016||通用电气公司||具有塔架支承系统的陆上风力涡轮机|
|EP0376167A2 *||Dec 21, 1989||Jul 4, 1990||ALOYS ZEPPENFELD GMBH & CO. KG||Mast for a building lift, in particular for a rack lift|
|EP0530114A1 *||Jul 30, 1992||Mar 3, 1993||Potain||Dismountable assembly device for metallic framework elements|
|WO2006058323A2 *||Nov 28, 2005||Jun 1, 2006||Hawthorne Jack W Jr||Device, and associated method, for coupling trusses together|
|U.S. Classification||52/651.1, 52/651.7, 182/178.5, 446/126|
|International Classification||E04H12/10, E04H12/00|