|Publication number||US3319543 A|
|Publication date||May 16, 1967|
|Filing date||May 5, 1965|
|Priority date||May 5, 1965|
|Also published as||DE1534238A1|
|Publication number||US 3319543 A, US 3319543A, US-A-3319543, US3319543 A, US3319543A|
|Inventors||Braeuninger Karl F, Glaza Gordon K|
|Original Assignee||Dow Chemical Co|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (2), Referenced by (19), Classifications (6)|
|External Links: USPTO, USPTO Assignment, Espacenet|
y 15, 1967 K. F. BRAEUNINGER ET AL 3,319,543
STRUCTURAL UNI T Filed May '5, 1965 2 Sheets-Sheet 1 INVENTORS. Kar/ F. Braeun/nger Gordon K. 6/030 BY 51% 1Q 7 W 1966 T %M L J L 1f. 5 II. i 4 6mm 7 May 1967 K. F- BRAEUNINGER ET AL 3,319,543
STRUCTURAL UNI T 2 Sheets-Sheet 2 Filed May 5, 1965 Kar/ E Brae Gordon K.
6/050 Z/AM. @104 AGENT United States Patent Ofiice 3,319,543 Patented May 16, 1967 3,319,543 STRUCTURAL UNIT Karl F. Braenninger, Ferguson, Mo., and Gordon K. Glaza, Midland, Mich, assignors to The Dow Chemical Company, Midland, Micln, a corporation of Delaware Filed May 5, 1965, Ser. No. 453,280 9 Claims. (CI. 9413) This invention relates to structural units which are adapted to be interlocked with each other to provide a deck or surface which may be used as a temporary roadway, aircraft runway, or the like.
Such structural units are usually made in the form of elongated planks which have interlocking sides and end parts. Usually the units have a more or less flat top and bottom parts which are spaced apart and joined by a plurality of web elements which extend longitudinally of the units.
Because such units are desirable for use in making temporary military aircraft landing fields, or for any purpose Where the units must be transported a considerable distance to their point of usage, the units should be as light as possible consistent with the strength necessary to sustain the heavy loads encountered. Further, the Weight per structural unit should be light enough to permit manual handling during assembly of the runway or road.
In the past, if the top, bottom and webbing parts were made light enough to be acceptable from the standpoint of the gross weight of the structural unit, such units had a tendency to break near the end parts, e.g., at or near where the extruded mat section joins the coupling connector, where the units were joined together in an interlocking manner.
Accordingly, a principal object of this invention is to provide an improved structural unit which is light in weight yet capable of sustaining repeated shock and sustained loads without mechanical failure.
Another object of this invention is to provide a structural unit having improved end coupling means.
A further object of this invention is to provide an improved, simple to assemble, structural unit.
In accordance with this invention a structural unit having top and bottom parts and a plurality of spaced apart joining web parts has tubular elements whose crosssectional configuration are such that they fit closely but easily slidably within the space between the top, bottom and adjacent web parts of each structural unit. The length of the tubular elements is in excess of the distance by which the top and bottom parts are separated, and preferably is a few inches.
The tubular elements and the web elements are welded together at their adjacent parts, then the end of the units are machined (tapered) to permit the end part to be welded to the basic unit. An end part may, for example, be of the type claimed in U.S. Patent No. 3,172,508, issued March 9, 1965, to Doering et al.
The invention, as well as additional objects and advantages thereof, will best be understood when the following detailed description is read in connection with the accompanying drawings, in which:
FIG. 1 is a fragmentary end elevational view, partly broken away, of a structural unit in accordance with this invention;
FIG. 2 is an isometric view showing the manner of preparing the end section of the basic structural unit for attachment of the interlocking end part;
FIG. 3 is a side elevational view, with the side attaching means removed, of a structural unit made in accordance with this invention;
FIG. 4 is an isometric view showing the manner in which adjacent structural units in accordance with this invention are joined together, and
FIG. 5 is a fragmentary sectional view taken along the line 55 of FIG. 3.
Referring to the drawings, and particularly to FIGS. 1, 2, 3 and 5, there is shown a structural unit, indicated generally by the numeral 10, which has a top part '12, bottom part 14, and a plurality of web parts (16, 18 in FIG. 5, for example) joining the top and bottom parts. The outer surface of the top and bottom parts is generally flat.
Inserted within the space between the top, bottom, and adjacent web parts are tubular elements 20, 22, 24, for example. The tubular elements have a cross sectional configuration which fits slidably with the hollow space defined by the top, bottom and adjacent web parts. The length of the tubular elements 20, 22, and 24 is greater than the thickness of the structural units by a substantial amount, and is usually of the order of a few inches.
As may be seen in FIGS. 1, 2 and 3, the tubular elements 2t), 22, and 24 are each welded, as by welds 26, 28, to an adjecent web element but are not welded or otherwise mechanically secured (except that they fit slidably adjacent to the top and bottom) to the top and bottom parts.
After the tubular elements (20, 22, 24) are inserted and welded to the Web parts, the end of the basic structural unit is machined to provide a tapered top and bottom surface (30, 32, for example) which is adapted to be received by the end coupling parts, indicated generally by the numerals 34, 36, respectively.
The end coupling parts 34, 36 extend across the width of each structural unit 10 and are Welded to the top and bottom parts of the unit 10 and to the top and bottom of the tubular elements (20, 22, 24, for example) by the welds 38, 40 and 42, 44, respectively.
As may be seen from FIG. 3, the cross-sectional configuration of the end connectors 34, 36 is complementary, the two types of connectors being adapted to mate with each other (and, on the insertion of a bar 46, as shown in FIG. 4, to form an interlocking end coupling between structural units.
Each of the end connectors 34, 36 has a flat top and bottom surface 48, 50 and 52, 54, respectively. Each connector 34, 36 has a tapered grooved edge part 56, 58, respectively, adapted to mate with the tapered end surfaces (30, 32, for example) of the-basic structural unit and be welded to the basic structural unit.
The connector 34 has a downwardly extending flange 60 and the connector 36 has an upwardly extending flange 62 (which is similar to the flange 60 in configuration) at their ends which are most remote from the basic structural unit. Each of the connectors 34, 36 has a recess 66, 68, respectively behind the flanges 60, 62, respectively.
Each of the connectors 34, 36 has a horizontally disposed slot 70, 72 extending towards the basic structural unit from the outer face of the connector, the slots being located midway between the top and bottom of the connectors whereby when the connectors are coupled together the slots are aligned one with another.
Each of the connectors 34, 36 has a vertically extending slot 74, 76, respectively, adjacent to the end of the basic structural unit, the outer wall of the slot being a flanged element 78, 80, respectively.
Referring now to FIG. 4, particularly, it may be seen that the side edges 82, 84, 85, 87 of the structural units 86, 88, 90 are adapted to interlock together.
The structural unit 86 is shown coupled end-to-end to a structural unit 92. It may be seen that the end connectors mate with each other and are held together by means of the rod 46 which extends through the abutting slots which correspond to the slots 70, 72 in FIG. 3.
Thus, in operation, the roadway or runway or similar load bearing assembly is assembled by joining a plurality of structural units together in end-to-end and side-toside relationship to form a load bearing surface of the required dimensions.
The use of the tubular elements 2'2, 24, for example) inserted in the ends of the basic structural units and welded to the web elements of the basic structural units provides the strength needed to prevent structural failure of the elements 10 at their ends while permitting lighter weight in the rest of the structure.
The present-invention provides a practical, light weight means for transfer of high shear loads from one structural unit through the end connectors and thence to the end part of the next adjoining structural unit.
This particular structure is well adapted for use in aircraft landing mats where the function is to distribute thewheel load over a much greater area of ground than would be true if the wheel contacted the ground directly. When a wheel is at the very end of a plank, or structural unit, the adjacent plank can provide support to the loaded plank only to the extent that the joints between the planks can transfer a shearing type of load.
Because the welds 38, 40 and 42, 44, respectively, couple the end connectors 34, 36 both to the top and bottom parts 12, 14 of the basic extrusion unit and to the top and bottom parts of the tubular elements (20, 22, 24, for example) inserted into the ends of the basic structural, unit, this invention provides an excellent, simple to assemble and manufacture means for transferring a high shear load from one plank to another.
Inone structural unit (a landing mat plank) made in accordance with this invention, the overall thickness of the basic structure unit is 1 /2 inches, with the top and bottom part each being about inch thick. The thickness of individual web elements is about inch, the web elements being disposed generally perpendicular to the top and bottom parts, spaced apart about 1% inches on centers, and running lengthwise of the plank.
The tubular. sleeves inserted in the end of the basic structural units are generally of hollow rectangular crosssectional configuration, with the side walls being about A inchthick and the top and bottom walls being about Vs inch thick.
The grooves made prior to making the welds 38, 40, 42, 44 extend through the top and bottom part 12, 14 of the basic structural unit and about half way through the top and bottom of the tubular elements (20, 22, 24,, for example).
The planks are, as cut to length, about two feet wide and twelve feet long, although other sizes may be made.
The connector elements on both the ends and sides of the planks fit loosely together both for ease of assembly by relatively unskilled people and for providing flexing during usagepand in event the base over which the units are assembled is somewhat uneven.
While the invention has been described in connection with a specificvcoupling assembly by way of example, other end coupling devices may be used, such as connectors which are adapted to be bolted together, for example.
Also, the web elements in the instant structural unit are perpendicular to the top and bottom, but may be of-other configurations. For example, web elements disposed so as to require. tubular inserts of triangular or trapezoidal cross-sectional configuration.
The particular dimensions needed for structural units adapted to bear specific loads will vary with the type of alloy used. In the instant example, an aluminum alloy is used, although structural units of other light metal or ferrous alloys may be made in accordance with this invention.
What is claimed is:
1. A structural unit comprising elongated plate-like top and bottom members joined by spaced apart longitudinally extending Web members which run from endto-end of said top and bottom members, said top and bottom members and said web members defining a, plurality of channels when viewed in transverse cross-section, a-plurality of tubular elements, each of said tubular elements being dimensioned to fitclosely but slidably into one of said channels, the length of said tubular elements being a minor fraction of the length of said unit, said tubular elements being disposed within said channels with an end of each of said channels being coextensive with the end of one of said web members, said end of said channels and said end of said Web members being welded together, the end parts of said top and bottom members and said tubular elements being beveled whereby the top of said tubular elements and the top and bottom parts of said web members are exposed, and an elongated end coupling element being received on said beveled surfaces, said coupling element being welded to said top and bottom members, the top and bottom parts of said tubular elements, and the top and bottom parts of said web members.
2. A structural unit in accordance with claim 1, wherein said tubular elements are equal in number to said channels.
3. A structural unit in accordance with claim 1, wherein said tubular elements have thicker walls adjacent to said top and bottom parts than adjacent to said web parts.
4. A structural unit in accordance with claim 1, wherein said slots are rectangular in transverse cross-sectional configuration.
5. A structural unit in accordance with claim 1, wherein said structural unit is made of light metal alloy.,
6. A structural unit in accordance with claim 1, wherein the length of said tubular elements is between 1 and 2 times the thickness of said'structural unit.
7. A structural'unit in accordance with claim 1, wherein the length of said tubular element is of the order of 2 inches.
8. A structural unit in accordance with claim 1, wherein the configuration of the coupling elements welded to each end is such that their gripping parts are complementary in configuration.
9. A structural unit in accordance with claim 1, wherein said coupling element is welded to said top and bottom plate-like members, said top and bottom of said tubular elements, and said top and bottom of said web members by a line weld across, the top and a line weld across the bottom of said structural unit.
References Cited by the Examiner UNITED STATES PATENTS 3,172,508 3/1965 Doering et a1. 52-586 3,175,476 3/1965 Franks 9413 JACOB L. NACKENOFF, Primary Examiner,
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US3172508 *||Jan 19, 1962||Mar 9, 1965||Fenestra Inc||Interlocking structural unit|
|US3175476 *||Apr 29, 1963||Mar 30, 1965||Fenestra Inc||Locking bar for auxiliary landing mat|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US3377931 *||May 26, 1967||Apr 16, 1968||Ralph W. Hilton||Plank for modular load bearing surfaces such as aircraft landing mats|
|US3404855 *||Jan 18, 1966||Oct 8, 1968||Navy Usa||Dolly guide for catapult|
|US3450010 *||Mar 8, 1968||Jun 17, 1969||Harvey Aluminum Inc||Landing mat|
|US3469873 *||Aug 15, 1966||Sep 30, 1969||Glaros Emanuel Michael||Joint with planar connector member|
|US3487756 *||Mar 6, 1968||Jan 6, 1970||Dow Chemical Co||Structural unit|
|US3512324 *||Apr 22, 1968||May 19, 1970||Reed Lola L||Portable sectional floor|
|US3602110 *||Oct 31, 1968||Aug 31, 1971||Republic Steel Corp||Lightweight steel land mat|
|US3780481 *||Apr 15, 1971||Dec 25, 1973||Myers Double Tee Structures In||Composite panel fastening device having interlock feature|
|US4538392 *||Feb 9, 1983||Sep 3, 1985||Horner Flooring Company||Portable sectional flooring system|
|US5050361 *||Dec 29, 1988||Sep 24, 1991||Hallsten Supply Company||Deck structure|
|US5325646 *||Aug 20, 1992||Jul 5, 1994||Hallsten Supply Co.||Tank cover structure|
|US5617677 *||Jul 1, 1994||Apr 8, 1997||Hallsten Corporation||Tank or channel cover|
|US6007271 *||Sep 9, 1998||Dec 28, 1999||American Landfill Management, Inc.||Ground pressure distribution mat and method of use|
|US6526870 *||Jan 25, 2001||Mar 4, 2003||Smc Corporation||Fluid pressure cylinder|
|US7131161 *||Mar 22, 2005||Nov 7, 2006||Sung Woo Lee||Fiber reinforced polymer composite bridge deck of tubular profile having vertical snap-fit connection|
|US7329068||Dec 1, 2005||Feb 12, 2008||Universal Alloy Corporation||Grid locked stiffened panels with interlocking features|
|US7631470 *||Dec 11, 2002||Dec 15, 2009||Aero Facility Co., Ltd.||Heliport and civil engineering/building material|
|US20050126101 *||Dec 11, 2002||Jun 16, 2005||Motomi Kinoshita||Heliport and civil engineering/building material|
|EP1306265A1 *||Oct 21, 2002||May 2, 2003||Hydrotec Engineering Ltd.||Loading platform for a truck|
|U.S. Classification||404/35, 52/588.1|
|International Classification||E01C9/08, E01C9/00|