US2982379A - Folding tower - Google Patents

Folding tower Download PDF

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US2982379A
US2982379A US743897A US74389758A US2982379A US 2982379 A US2982379 A US 2982379A US 743897 A US743897 A US 743897A US 74389758 A US74389758 A US 74389758A US 2982379 A US2982379 A US 2982379A
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Prior art keywords
tower
legs
members
beams
locking sleeve
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Expired - Lifetime
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US743897A
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Robert E Fisher
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Up Right Inc
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Up Right Inc
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable, telescopic
    • E04H12/185Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable, telescopic with identical elements
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/32Articulated members
    • Y10T403/32114Articulated members including static joint
    • Y10T403/32221Articulate joint comprises pivoted clevis or channel bar
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/32Articulated members
    • Y10T403/32254Lockable at fixed position
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/32Articulated members
    • Y10T403/32606Pivoted
    • Y10T403/32951Transverse pin or stud
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/34Branched
    • Y10T403/341Three or more radiating members
    • Y10T403/342Polyhedral
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/66Interfitted members with external bridging piece

Description

I May 2, 1961 R. E. FISHER 2,982,379
' FOLDING TOWER Filed June 23, 1958 4 Sheets-Sheet 1 1, INVENTOR. U ROBE/P7 E. FISHER i BY 27' M WM A T TQRNEVS y 2, 1961 R. E. FISHER 2,982,379
FOLDING TOWER Filed June 23, 1958 r 4 Sheets 5heqt INVEN TOR.
ROBERT E FISHER A TTORNEVS R. E. FISHER FOLDING TOWER May 2, 1961 4 sheets sheet 3 Filed June 23, 1958 INVENTOR. ROBERT E F/SHER A TTORNEVS y 2, 1961 R. E. FISHER 2,982,379
FOLDING TOWER Filed June 25, 1958 4 Sheets-Sheet 4 INVENTOR. ROBERT E: FISHER A 7' 'ORNEYS United. States Patent 2,932,379 FOLDING TOWER Robert E. Fisher, Berkeley, 'Calif., assignor to Up-Right, Inc., Berkeley, Calif., a corporation of California Filed June 23, 1958, s... No. 743,897
3 Claims. (Cl; 18 9'19) This invention relates to folding towers and, more particularly, to folding towersections which may be unfolded and erected to forrn a tower of adesired height.
It is a principal object. of. the invention to provide a tower section having no l'oosepa'rts, which may be easily erected by hand into a rigid tower section for assemblage into a tower structure, and which may 'be easily disassembled and folded into a compact storage unit.
Another object is to provide'a folding tower structure with improved locking devices for locking the tower section in its erected position to prevent accidental collapse of the tower. I I
A further object of the invention is to provide a folding tower section which is 'light in weight, rigid when erected, easy to repair and service, with minimum'wind resistance, and economical in manufacture.
A more specific object of the invention is 'to providc a folding towe'rfsection comprising; a pair of generally vertical parallel legs, a generally horiZontal cross beam connected between said legs, said cross beamcomprising allel legs, a plurality of generally horizontal cross beams connected between adjacent of said legs, each of said cross beams comprising first and second elongated members each 'pivotally connected at one end thereof to one of said legs, a link .pivotally connected at each end thereof to the other ends of said elongated members, a locking sleeve loosely. surrounding each of said cross beams for longitudinal sliding movement thereon, and means for holding said cross beams in compression when said locking sleeve surrounds said links and the other ends of said elongated members, whereby said links will" be tilted within said sleeves.
Other objects. and advantages will becomeapparent in the course of the following detailed description.
Referring now to the drawings forming. a part of this application, and in which like parts are designated by like reference numerals throughout the same,
Fig. 1 is a perspective view of a tower section constructed in accordance with the invention.
Fig. 2 is an exploded perspective view of the invention, illustrating the manner in which the sections may Fig. 6 is a view similar to Fig. 5, illustrating the effect of compression on the cross beam in restraining unlocking movement of the locking sleeve.
Fig. 7 is a view similar to Fig. 5, illustrating a modifir cation of the invention. Referring now to the drawings, and in particular to Fig. 1, a tower section, generally indicated by the reference numeral '10, comprises a plurality of generally Ver tical and parallel tubular legs 11. 'Tubularcross beams 12 extend generally horizontally between adjacent-of the legs 11. A platform 13 seats upon the upper-set of cross beams and is secured thereto by any conventional man v ner. The platform 1.3 is provided with a central access opening'14, and a ladder 15 is hooked thereto to extend downwardly to the platform of the next lower tower section (not shown), as is conventional in towers of this type. Diagonallydisposed guy wires 16 extend between adjacent legs 11'for bracing purposes, as will be explained more fully hereinafter. I
Fig. 2 illustrates a half length tower section 10', in which the legs 11 are approximately one half the length of the legs 11 shown in Fig.. 1, for utilization in instances where the full height of the tower section 10 is not desired. In all other respects, the construction of tower sections 10 and 100' .is identical. The lower endsof the legs 11' are reduced in diameter at 17 in order to fit telescopically into the tubular corner members 18 of the base frame 20, which latter members in turn telescope.
onto the leveling screws 21 to rest upon the upper wing nuts 22. As is apparent, the wing nuts 22 may be moved upwardly or downwardly relative to the base plates 23, as desired, and the lower wing nuts 24 may be employed as lock nuts to hold the upper nuts against accidental displacement.
The upper ends of the legs 11' are open, in order to receive the reduced lower ends 17 of the next highest tower section telescopically thereinto. When so assembled, the sections maybe locked together by cotter pins or the like, which may be inserted into the register ing holes 26 and 27 formed in the upper and lowerends, respectively, of thelegs.
Referring now toFig. 3, each cross beam. 12 comprises two elongated tubular members 31 and 32, preferably ofequal length, each of which is pivotally con nected at one end by bolts 33 to an L-shaped bracket 34 mounted on-adjacent legs 11. The brackets 34 are.
merrlber 31 to lock the sleeve against longitudinal move 7 ment whenin locking position. As is apparent, the locking sleeve is considerably longer than the distance between the bolts 36 so that, when locked (dotted-line position of Fig.3), the sleeve 37 will surround the links 35 and portions of both of the tubular members 31 and 32. p
The diagonal guy wires 16 have an eye clevis 41 formed on both ends thereof for permanent attachment to the L-shaped bracket bolts 33.
When in storage and transportation, each tower section is fully collapsed, as shown in Fig. 4, with the legs 11 and cross beam members 31 and 32 all parallel with one another. As is apparent, the distance between the bolts 36 must be slightlygreater than the diameter of the tubular members so that these members will be parallel when collapsed.
To erect a tower section, the legs 11 are pulled apart by hand, causing the cross beam members 31 and 32 to unfold generally to the position shown in Fig. 3. The guy wires 16 are manufactured in proper lengths so that all slack will be taken up when the cross beam members 31 and 32 are both generally horizontal but yet are substantially out of co-axial alignment, such mis-alignment being allowed by the toggle action of the links 35. The locking sleeves are then forced to the dotted line position of Fig. 3, with such movement causing the cross beam members 31 and 32 to come into substantial alignment to, in turn, impart a tension in the guy wires. The locking sleeve is then manipulated to lock the bayonet slot 38 onto the stud 39. In like manner, all of the other cross beams 12 are locked into place, thus forming a rigid tower section unit with tension applied to all of the guy wires and with all cross beams 12 held in compression thereby. The lower ends 17 of the legs 11 are then inserted into the base frame and the tower section is leveled. The next tower section is then erected in the same manner, is inserted into the upper ends of the legs of the previously erected section and is locked thereto by cotter pins or the like extending through the registering leg holes 26 and 27. The platform sections 13 and ladders 15 are installed in a customary manner as the tower is erected. At desired intervals, guy wires are connected to the tower to extend down to the ground.
The tower is dismantled in the reverse order, and is folded up, as in Fig. 4, for storage or transportation.
Fig. illustrates one manner in which the locking sleeve is restrained from movement from its locking position.
The weight of the tubular members 31 and 32 will cause the cross beam 12 to pivot slightly about the L-shaped bracket bolts 34 and sag in the middle. This causes a gravity force, identified as Fg, to be imposed upon the central lower inside surface of the *locking sleeve 37, and also produces corresponding reaction forces, identified as Fr, to be imposed upon the inside end edges of the locking sleeve. The combination of these forces produces friction forces to restrain the locking sleeve from rotating and moving longitudinally in order to prevent accidental unlocking of the cross beam 12.
Fig. 6 illustrates another manner in which the locking sleeve is restrained from unlocking movement. As has been described above, when locked, the cross beams 12 will be under compression, as indicated by the compressive forces Fc, as a result of the tensions in the guy wires 16. Since the pivoted link 35 makes the cross beam 12 unstable in compression, the link will be slightly cocked from a horizontal position, and the tubular member 31 will bear downwardly against the inside of the locking sleeve, as indicated at P0, and the tubular member 32 will similarly bear upwardly against the inside of the locking sleeve, also indicated as F0. The friction between the locking sleeve and the tubular members 31 and 32, as a result of the offset forces F0, will thus restrain rotation and longitudinal movement between the sleeve and cross beam. The amount of the offset forces varies with amount of horizontal offset between the pivot bolts 36, which is equal to the difference between the outside diameter of the cross beam members 31 or 32 and the inside diameter of the locking sleeve 37. This amount of olfset may be increased by forming the holes in members 31 and 32 for bolts 36 at points offset from the longitudinal axes of the members 31 and 32, as shown in Fig. 6. Then, the total offset is the initial vertical distance between the pivot bolts 36 plus the differences in diameter between the members 31 or 32 and the locking sleeve, and the offset forces restraining unlocking of the sleeve will be increased. V
Fig. 7 illustrates a modification of the invention and illustrates how the locking sleeve 37 may be positively locked by the compression of the cross beam 12. In this instance, a generally rectangular link 35 is provided, which has opposed corners 42 and 43 thereon. When the cross beam 12 is placed under compression as the locking sleeve is moved to locking position, the link 35 will be tilted, as above described. When the openings 44 in the sleeve are moved adjacent the'link corners 42 and 43, these corners will be forced outwardly through these openings, and will lock the sleeve 37' against rotation and longitudinal movement. This particular feature may be employed with or without the bayonet connections 38 and 39, as desired, and the bolts 36 may be in alignment with the axes of the cross beam members 31 and 32, or out of alignment therewith as desired, it being obvious that the locking force will be considerably increased if the latter condition is present, as discussed above in connection with Fig. 6.
The tower section units are preferably made of aluminum alloys, so as to combine the best properties of strength and lightness, although it is apparent that other materials may be used, if desired.
The above described tower has various advantages that are set forth below. Each tower section folds into a compact storage unit, will all legs and cross beam members parallel, because of the link construction. If only a single hinge were provided in the center of the cross beams, the cross beam members could not fold parallel to one another.
There are no loose parts in each tower section, so that when stored or transported, there is no danger of losing any of the elements. All of the guy wires 16 are permanently attached to the section, and fold up inside the folded up section.
The weight of the tower is kept to a minimum by providing guy wires for bracing and by using tubular members for the legs and cross beams.
The erected tower has a minimum wind resistance, due to the fact that the guy wires 16 have practically no wind resistance, and that the round tubes 11 and '12 have much less wind resistance than other conventional structural shapes such as angles, channels and plates.
The tower is quick and easy to erect and disassemble, and requires no tools for the task.
The tower is easy to repair or to replace parts because all of the legs are identical. All cross beams are identical. All guy wires are identical. All hinge bolts are identical.
Since all faces of the tower are identical, accessories, such as antennae, hoisting davits, outboard platform structures and the like can be attached to any face of any section in like manner.
Although the tower has been illustrated as being square in cross section, it is to be realized that a tower can be similarly constructed with three legs, or more than four legs. Also, a rectangular tower could be so constructed and could serve either as a tower or scaffold.
Thus it is to be realized that the particular forms of the invention herewith shown and described are to be taken as preferred embodiments of the same, and that various changes in the shape, size and arrangement of parts may be resorted to without departing from the spirit of the invention or the scope of the attached claims.
Having thus described my invention, what I claim and desire to secure by Letters Patent is:
1. A folding tower section comprising a pair of generally vertical parallel legs, a generally horizontal cross beam connected between said legs, said cross beam comprising first and second elongated members each pivotally connected at one end thereof to one of said legs, a link pivotally connected at each end thereof to the other ends of said elongated members, a locking sleeve surrounding said cross beam for longitudinal sliding movement thereon, said locking sleeve having a length greater than the distance between the pivotal connections of said link, and a plurality of flexible guy members connected between said legs, said guy members being under tension 5 when said cross beam has its elongated members locke by said locking sleeve.
2. A folding tower section comprising a plurality of generally vertical parallel tubular legs, a plurality of generally horizontal cross beams connected between adjacent of said legs, each of said cross beams comprising first and second elongated equal length tubular members each pivotally connected at one end thereof to one of said legs, a link pivotally connected at each end thereof to the other ends of said elongated members, the pivotal connections between said members and said link being oifset from the longitudinal axes of said members, a locking sleeve surrounding each of said cross beams for longitudinal sliding movement thereon, said locking sleeves having a length greater than the distance between the pivotal connections of said links, and a plurality of flexible guy members connected between adjacent of said legs, said guy members being under tension when said cross beams have their elongated members locked by their locking sleeves. I
3. A folding tower section comprising a plurality of generally vertical parallel tubular legs, a plurality of generally horizontal cross beams connected between adjacent of said legs, each of said cross beams comprising first and second tubular members each pivotally connected at one end thereof to one of said legs, a general- 6 1 1y rectangular link pivotally connected at each end thereof to the other ends of said tubular members, the pivotal connections between said tubular members and said link being offset from the longitudinal axes of said tubular members, a locking sleeve loosely surrounding each of said cross beams for longitudinal sliding movement there- 7 on said locking sleeves having a length greater than the distance between the pivotal connections of said links, and a plurality of flexible guy members permanently connected between adjacent of said legs, said guy members being under tension when said cross beams have their tubular members locked by their locking sleeves.
References Cited in the file of this patent UNITED STATES PATENTS 601,438 Ericksson Mar. 29, 1898 1,141,385 Ellinger June 1, 1915 1,662,586 Newman Mar. 13, 1928 2,183,251 Beggs Dec. 12, 1939 2,311,355 Thornquist Feb. 16, 1943 2,658,776 Wilcox Nov. 10, 1953 FOREIGN PATENTS Great Britain Oct. 26, 1922
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Cited By (56)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3199518A (en) * 1963-12-09 1965-08-10 Herman A Glidewell Collapsible shelter frame
US3235038A (en) * 1963-04-10 1966-02-15 Harsco Corp Folding scaffold
US3500595A (en) * 1967-10-27 1970-03-17 Flehr Hohbach Modular building construction unit and column
US3623756A (en) * 1968-07-06 1971-11-30 Artur Fischer Assembly kit with socket member
US3738075A (en) * 1971-06-16 1973-06-12 Nat Crane Corp Extendible boom with latch means for extension and retraction
US3751863A (en) * 1970-11-20 1973-08-14 Creative Eng Ltd Extensible structural members
US3783573A (en) * 1972-12-07 1974-01-08 Gen Dynamics Corp Expandable truss structure
US3886700A (en) * 1973-08-27 1975-06-03 William M Lambert Collapsible structural member
US4015303A (en) * 1975-05-12 1977-04-05 Firma Dr. Ing. H.C.F. Porsche Aktiengesellschaft Support element for a bridge
US4069832A (en) * 1976-08-18 1978-01-24 Bingham Andrew M Collapsible rod and joint structure forming a tetrahedral or similar frame
DE2947656A1 (en) * 1979-11-27 1981-07-23 Erno Raumfahrttechnik Gmbh FOLDABLE FRAMEWORK COMPONENT
US4475323A (en) * 1982-04-30 1984-10-09 Martin Marietta Corporation Box truss hoop
US4534447A (en) * 1984-04-03 1985-08-13 Lucien Champigny Foldable ladder scaffold
US4578919A (en) * 1982-07-14 1986-04-01 Harris Corporation Self-stowing arrangement for structural tension members with taper latch hinge coupling joints
US4657113A (en) * 1985-01-24 1987-04-14 Costello Colm J Apparatus for elevating and lowering scaffolding
US4673308A (en) * 1985-11-29 1987-06-16 Miranda Investments Limited Hinge mechanism for use with folding structures
US4684149A (en) * 1984-05-21 1987-08-04 Valutec Ag Collapsible wheelchair and wheelchair structure
WO1989004902A1 (en) * 1987-11-24 1989-06-01 Huang Yen T Modular space framed earthquake resistant structure
US5029421A (en) * 1989-09-18 1991-07-09 Speedy Gantry Hire Pty. Ltd. Modular gantry and structural element therefor
US5094059A (en) * 1990-04-06 1992-03-10 Poloron Homes Of Pennsylvania, Inc. Hinged roof truss and double hinge therefor
US5140788A (en) * 1988-08-16 1992-08-25 Lynch Gary M Building constructions
US5267424A (en) * 1992-04-09 1993-12-07 Aec-Able Engineering Co., Inc. Module for an articulated stowable and deployable mast
US5388376A (en) * 1993-02-22 1995-02-14 Stageco, N.V. Portable roof and tower system and method for construction
FR2728000A1 (en) * 1994-12-12 1996-06-14 Tatin Michel DEFORMABLE STRUCTURE
US5623786A (en) * 1993-02-22 1997-04-29 Stageco U.S., Inc. Base block with removable ballast for portable tower, system and method
US5832688A (en) * 1996-08-28 1998-11-10 Crissey; Merrill E. Lightweight, prestressed tower
US6038736A (en) * 1998-06-29 2000-03-21 Lockheed Martin Corporation Hinge for deployable truss
US6062527A (en) * 1998-06-29 2000-05-16 Lockheed Martin Corporation Flexurally hinged tripod support boom
US6076770A (en) * 1998-06-29 2000-06-20 Lockheed Martin Corporation Folding truss
US6161359A (en) * 1997-12-26 2000-12-19 Tatsuo Ono Shoring
US6370803B1 (en) 1999-12-07 2002-04-16 Visionquest Display Banner stand having swivel connector and methods
US6390152B1 (en) * 2000-11-27 2002-05-21 Aluminum Ladder Company Modular bulk material handling station
US6443262B1 (en) * 1999-12-30 2002-09-03 Waco International Corporation Tubular frame scaffolding
US20030000563A1 (en) * 2001-06-28 2003-01-02 Arieh Kuperman Construction frame
US20030230454A1 (en) * 2002-06-17 2003-12-18 George Morgan Modular hunting stand
US6725970B2 (en) * 2002-03-08 2004-04-27 Tony Garofalo Stability alignment frame for erecting a portable multi-purpose stand
US20040093805A1 (en) * 2002-06-06 2004-05-20 Underwood Robert A. Partition system
US20050229506A1 (en) * 2004-04-14 2005-10-20 Pasek Mark E Sheet material handling device
US7131243B1 (en) 2002-06-27 2006-11-07 Universal Forest Products, Inc. Double-hinge plate, foldable truss incorporating the same, and methods for assembling and erecting a foldable truss
US20060272266A1 (en) * 2005-05-12 2006-12-07 Trott Charles R Modular structure
US20070094947A1 (en) * 2005-10-18 2007-05-03 Joe Greenfeld Portable garage
US20070240748A1 (en) * 2006-04-18 2007-10-18 Sang-Jin Bae Canopy
WO2010003682A2 (en) * 2008-07-10 2010-01-14 Prodelta Investments B.V. Lattice support structure with evacuation means
US20100064624A1 (en) * 2008-09-16 2010-03-18 Dodd Mark C Foldable truss
US20110197519A1 (en) * 2002-06-06 2011-08-18 Kimball International, Inc. Partition system
US20110258960A1 (en) * 2008-07-10 2011-10-27 Kamal Daas Support structure system
US20130180185A1 (en) * 2011-10-04 2013-07-18 Drillmec Spa Mast for drilling rigs and methods of assembling the same
US20140157714A1 (en) * 2011-01-13 2014-06-12 Shift Strategy + Design Inc. Pivotally erectable structural frame system
US20150123381A1 (en) * 2013-11-01 2015-05-07 Thule Child Transport Systems Ltd Foldable Carriage
US9169693B2 (en) 2009-09-18 2015-10-27 Safe Rack Llc Mobile access unit and cage
US20150376906A1 (en) * 2014-06-30 2015-12-31 Aluma Systems Inc. Collapsible structure for vessel having interior sloping wall
DE102014222323A1 (en) * 2014-10-31 2016-05-04 Hünnebeck GmbH Base frame element and base frame for a scaffold tower and scaffolding tower with such
US9650779B2 (en) 2015-03-18 2017-05-16 Tyler Truss Systems, Inc. Adjustable fork connector for connecting trusses
US9909314B2 (en) 2013-05-23 2018-03-06 Les Enceintes Acoustiques Unisson Inc. Foldable structural truss
GB2561489A (en) * 2015-06-22 2018-10-17 Safestand Ltd Builders' trestles
US11011893B2 (en) * 2019-01-16 2021-05-18 General Electric Technology Gmbh Seismic support structure

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US1141385A (en) * 1911-10-04 1915-06-01 Julian O Ellinger Metallic column, &c.
GB187372A (en) * 1922-05-12 1922-10-26 Fred Hatcher Improvements in hinge joints for rods, stays, struts and similar members
US1662586A (en) * 1925-11-07 1928-03-13 Newman Hugo Foldable supporting frame for screens
US2183251A (en) * 1939-01-23 1939-12-12 George W Hassell Metallic ladder
US2311355A (en) * 1942-12-08 1943-02-16 Clifford C Thornquist Tent pole
US2658776A (en) * 1950-03-14 1953-11-10 Burr C Wilcox Structural rod joint

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US601438A (en) * 1898-03-29 Folding trellis
US1141385A (en) * 1911-10-04 1915-06-01 Julian O Ellinger Metallic column, &c.
GB187372A (en) * 1922-05-12 1922-10-26 Fred Hatcher Improvements in hinge joints for rods, stays, struts and similar members
US1662586A (en) * 1925-11-07 1928-03-13 Newman Hugo Foldable supporting frame for screens
US2183251A (en) * 1939-01-23 1939-12-12 George W Hassell Metallic ladder
US2311355A (en) * 1942-12-08 1943-02-16 Clifford C Thornquist Tent pole
US2658776A (en) * 1950-03-14 1953-11-10 Burr C Wilcox Structural rod joint

Cited By (73)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3235038A (en) * 1963-04-10 1966-02-15 Harsco Corp Folding scaffold
US3199518A (en) * 1963-12-09 1965-08-10 Herman A Glidewell Collapsible shelter frame
US3500595A (en) * 1967-10-27 1970-03-17 Flehr Hohbach Modular building construction unit and column
US3623756A (en) * 1968-07-06 1971-11-30 Artur Fischer Assembly kit with socket member
US3751863A (en) * 1970-11-20 1973-08-14 Creative Eng Ltd Extensible structural members
US3738075A (en) * 1971-06-16 1973-06-12 Nat Crane Corp Extendible boom with latch means for extension and retraction
US3783573A (en) * 1972-12-07 1974-01-08 Gen Dynamics Corp Expandable truss structure
US3886700A (en) * 1973-08-27 1975-06-03 William M Lambert Collapsible structural member
US4015303A (en) * 1975-05-12 1977-04-05 Firma Dr. Ing. H.C.F. Porsche Aktiengesellschaft Support element for a bridge
US4069832A (en) * 1976-08-18 1978-01-24 Bingham Andrew M Collapsible rod and joint structure forming a tetrahedral or similar frame
DE2947656A1 (en) * 1979-11-27 1981-07-23 Erno Raumfahrttechnik Gmbh FOLDABLE FRAMEWORK COMPONENT
US4475323A (en) * 1982-04-30 1984-10-09 Martin Marietta Corporation Box truss hoop
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