US3410036A - Multipurpose roof structures - Google Patents

Multipurpose roof structures Download PDF

Info

Publication number
US3410036A
US3410036A US637164A US63716467A US3410036A US 3410036 A US3410036 A US 3410036A US 637164 A US637164 A US 637164A US 63716467 A US63716467 A US 63716467A US 3410036 A US3410036 A US 3410036A
Authority
US
United States
Prior art keywords
trusses
bridge member
roof structure
roof
frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US637164A
Other languages
English (en)
Inventor
Brell Franz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3410036A publication Critical patent/US3410036A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/16—Roof structures with movable roof parts
    • E04B7/163—Roof structures with movable roof parts characterised by a pivoting movement of the movable roof parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3416—Structures comprising mainly a central support column and a cantilevered roof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
    • E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • Multi-purpose cantilever roof structure formed by an elongated bridge member which has pivoted side trusses projecin-g therefrom and which is supported in an erected state by telescopic load-bearing end-support legs provided on the bridge member, the trusses being collapsible against the bridge member, and the bridge member being mountable on vehicle bogies for transportation.
  • This invention relates to multipurpose cantilever roof structures, and is concerned with a collapsible transportable cantilever roof structure erectible to form a multipurpose shelter for use on temporary sites.
  • a shelter is suitable for use as an amusement bump car hall, a pavilion, or a garage and parking hall for motor vehicles or the like.
  • Shelters formed of a vertical supporting wall with a shelter roof cantilevered therefrom are known for the accommodation of motor vehicles. It has been proposed that such shelters be further developed for use as shelters for market, exhibition or entertainment purposes, by constructing the vertical supporting wall for the cantilever shelter roof as a mobile frame. Furthermore, in order to facilitate the transport of such shelters, it has also been proposed that the cantilever roof be multiply subdivided into individual wing-like roof sections, and for these to be adapted to be swung-in, drawn-in or folded-up by means of the mobile supporting wall.
  • the present invention provides a multipurpose cantilever roof structure including an elongated bridge member, hydraulically operable load-bearing telescopic end-support legs on said bridge member, a plurality of side trusses pivoted at intervals along the length of the bridge member for displacement between nonoperative parked positions extending along the length of said member and operative positions in which said trusses project laterally from the bridge member for supporting a roof covering, and strut means adapted releasably to interconnect said trusses when in the operative position.
  • FIGURE 1 is a perspective view of one embodiment of a roof structure of the invention in ,an erected state to form a shelter,
  • FIGURE 2 is a diagrammatic plan View of the roof structure of FIGURE 1,
  • FIGURE 3 is a side view from a longitudinal side of the erected roof structure of FIGURE 2,
  • FIGURE 4 is an end view from a transverse side of the erected roof structure of FIGURE 2,
  • FIGURE 5 is a view of a corner of a bridge member of the roof structure of FIGURE 1 showing anextended telescopic end-support leg,
  • FIGURE 6 is a view taken along the line VI-VI of FIGURE 5,
  • FIGURE 7 is a view similar to FIGURE 6 showing stabilisation stays opening-out hingedly from one another,
  • FIGURE 8 is a plan view of the opened-out stays of FIGURE 7,
  • FIGURE 9 is a diagrammatic plan view showing, in dotted lines, successive collapsed positions of trusses of the roof structure,
  • FIGURE 10 is a side view of a pivotal connection of a truss
  • FIGURE 11 is a plan view of the connection of FIG- URE 10,
  • FIGURE 12 shows diagrammatically two modified roof structures inclined edege to edge to form an inclined shelter roof
  • FIGURE 13 shows modified roof structures similar to those of FIGURE 12 arranged in inclined louvre-like manner
  • FIGURE 14 is a perspective view in diagrammatic and fragmentary form of one end of the roof structure of the embodiment of FIGURES l to 11.
  • FIGURES 1 to 11 and 14 one embodiment of a roof structure of the invention is shown in FIGURES 1 to 11 and 14.
  • the roof structure incorporates a bridge member 1 formed by an elongated box-section steel lattice beam 2 which is preferably rectangular in cross-section.
  • the bridge member 1 also includes four hydraulically operable loadbearing telescopic end-support 'legs 3 formed as multistage piston and cylinder assemblies and arranged one at each of the four vertical end edges of the member 1 in a manner such that the respective longitudinal axes of the end-support legs 3 are parallel to these end edges.
  • the end-support legs 3 are extensible to raise the roof structure to form a shelter, the end-support legs 3 serving as the sole load-bearing supports 4 for the shelter when in the extended state.
  • the parts of the telescopic end-support legs 3 which can be extended furthest outwardly are adapted to bear on a frame 5.
  • This frame 5 may be adjoined at both sides thereof by a floor structure for the shelter, depending on the particular use to which the shelter is to be put.
  • This frame 5, when the piston and cylinder assemblies forming the end-support legs 3 are retracted is arranged to abut the undersurface of the bridge member 1 and may be releasably connected thereto and also to the ends of the end-support legs 3 which are adapted to be extended furthest.
  • the frame 5 is preferably stiffened by braces and serves as a vehicle mountable on bogies for transportation.
  • five side trusses of the same length as the bridge member 1 are pivotally connected at equal intervals along the length of the steel lattice-beam 2 of the bridge member 1.
  • Each set of five trusses comprises two outermost trusses 6 of unitary construction, two intermediate trusses 7 and an inner truss 8 which trusses are attached to the bridge member 1 so that respective trusses in each set correspond.
  • the trusses 6 to 8 are secured to the steel lattice-beam 2 by pivotal connections 9 which can be locked in the longitudinal direction of the trusses, as indicated diagrammatically in FIGURE 2.
  • the intermediate trusses 7 each have a further pivotal connection 10 located at a distance from the bridge member 1 which corresponds to the spacing of the trusses from one another, and each inner truss 8 also has a pivotal connection 10, and a further intermediate pivotal connection 11 which is located at a distance from the bridge member 1 corresponding to three times the interval between the trusses.
  • Strut means such as struts 12 are arranged at intervals between the trusses 6, 7, 8 to extend parallel to the steel lattice-beam 2 of the bridge member 1. These struts 12 are connected by hooks and eyes to the corresponding trusses 6 and 7 or 7 and 8. For the sake of clarity in the drawings only some of the struts in FIGURES l and 2 have been given the reference numeral 12. As shown in FIGURES 2 to 4 canopy parts 13 are hung on the outer sides of the outer trusses 6 and the outer transverse strut 12. These canopy parts 13 can be swung upwards on the trusses 6 or corresponding struts 12, and are particularly desirable in the case of amusement bump car shelters.
  • Auxiliary uprights 14 which take no part in load bearing or static determinations of the building structure, are arranged below the free ends of the outermost trusses 6 to serve as drain pipes for rain gutters arranged at the transverse sides of the roof structure when the latter has been erected.
  • the free ends of the outermost trusses 6 are connected by diagonal wire ropes 15 to the opposite ends of the bridge member 1 in order to provide wind bracing means.
  • FIGURES 5 and 6 represent two different views of a corner region of the steel lattice-beam.
  • the ball joint 17 conveniently can be wedged to the slide 18 when the latter is inserted.
  • FIGURE 6 p the slide 18 is shown partly withdrawn.
  • the extensible parts of the end-support leg 3 can move through braces 20 and 21 of the frame 5 which braces are indicated in broken lines.
  • the frame 5 is abutting the undersurface of the steel lattice-beam 2, as shown in broken lines in FIGURE 6, as it is required to do for transporting the bridge member 1, the end-support legs 3 can be extended therethrough when the slides 18 are withdrawn.
  • the releasable connection between the steel lattice-beam 2 and the frame 5 during transport can be effected in any appropriate manner.
  • FIGURE 7 is a view similar to that of FIGURE 6 and shows an end edge of the steel lattice-beam 2 with the end-support leg 3 in an extended state hearing by means of the ball joint 17 and the slide 18 on the frame 5.
  • stabilisation stays 22 consisting of hingeably interconnected parts and connected by pivotal connections 19 between the lower end 4 regions of the bridge member 1 and the underlying frame 5. These stay parts are connected to one another by means of central hinged joints 23 which can be locked in position when the end-support leg 3 is completely extended and the stay parts are in vertical alignment with one another in an operative stabilising position.
  • FIGURE 9 shows diagrammatically the way in which the trusses 6, 7 and 8 are collapsibly folded onto the bridge member 1.
  • the trusses 6 are at the most the same length as the bridge member 1. If this is not the case a further intermediate pivotal connection must also be provided in the outermost trusses 6.
  • the connections 9 of the outermost trusses 6 In order to enable all the trusses to be folded about the connections 9 in a direction parallel to the longitudinal direction of the bridge member I, the connections 9 of the outermost trusses 6 must be arranged laterally at a distance a from the steel lattice-beam 2 which distance corresponds to the thickness of the folded-up trusses 7 and 8. Also, the connections 9 of the intermediate trusses 7 must be located at a distance b from the bridge member 1, which distance corresponds to the thickness or Width of the folded-up inner truss 8. As already indicated, the connections 9, 10 and 11 of the trusses 6, 7 and 8 must be so constructed that they can be locked in the longitudinal direction of the trusses.
  • FIGURES 10 and 11 show a pivotal connection suitable for the connections 9, 10 and 11, shown in use as one of the connections 9 situated between the outermost truss 6 and the bridge member 1.
  • the connection 9 incorporates mating coupling parts 24 and 25, with the coupling part 24 being connected to the steel lattice-beam 2 of the bridge member 1, with a separation a therebetween for reasons which have been previously explained in conjunction with FIGURE 9.
  • the coupling part 25 is shown connected to the outermost truss 6.
  • the mating coupling parts 24 and 25 accommodate and are interconnected by two pins 26 which can be inserted vertically and are spaced apart transversely to the longitudinal direction of the outermost truss 6. At least one of these pins 26 is capable of being removed from the parts 24 and 25.
  • both pins 26 are inserted, the respective truss is held in stable manner in the longitudinal direction. However, when the trusses are to be folded-up, one of the pins 26 must be removed, whichever one is to be removed depending on the desired pivoting direction. The remaining pin 26 then forms the pivot point of the connection 9.
  • the pivotal connections 10 and 11 in the trusses 7 and 8 are also correspondingly constructed.
  • FIGURES 12 and 13 show a modified embodiment of the roof structure in use.
  • the steel lattice-beam 2 of the bridge member 1 in this case has only a single end-support leg 3 formed by a hydraulically actuable telescopic piston and cylinder assembly and located at each end of the bridge member 1.
  • the frame 5 can thus be dispensed with, since with having only one telescopic end-support leg 3 at each end of the bridge member 1 it is not absolutely necessary to have an equal-level supporting surface for the end support legs 3.
  • the other constructional features in this embodiment of the roof structure of the invention correspond to the hereiubefore described embodiment.
  • FIGURE 12 in a diagrammatic side view shows a combination of two roof structures arranged parallel to one another, with the free ends of the trusses not anchored by the trestles 27, abutting one another and thus providing an extended roof area of considerable clear height and width.
  • FIGURE 13 shows a side view of a plurality of roof structures arranged adjacent one another in louvre-like manner.
  • FIGURE 14 is a diagrammatic fragmentary view of one end of the steel lattice-beam 2 of the bridge member 1, showing diagrammatically, the hydraulic pump 28 and the diesel engine 29 provided within the beam 2 for driving the end-support legs.
  • two upper longitudinal members 30 and 31 of the steel lattice-beam 2 of the bridge member 1 conveniently are constructed as tanks for the hydraulic fluid.
  • the slides 18 are removed from the frame 5 and the end-support legs 3 are then extended through the frame 5, which remains secured to the undersurface of the steel lattice-beam 2 of the bridge member 1 until the lowermost parts of the end-support legs 3 bear on the ground. Further extension of the end-support legs 3 then raises the bridge member 1 and the attached frame 5 until the bogies can be moved away. After the bogies have been removed, the end-support legs 3 are retracted to lower the bridge member 1 until the frame 5 takes up a position which it will occupy when the roof structure is erected to form the shelter. If the ground is completely even, the frame 5 can rest directly on the ground. However, if the ground surface is uneven, it will be necessary to arrange blocks below the frame 5 to ensure the required horizontal position thereof.
  • the end-support legs 3 can be further retracted and connected to the frame 5 by insertion of the slides 18.
  • the frame 5 is then released from the steel lattice-beam 2 and the bridge member 1 of the roof structure is lifted by extending the end-support legs 3, which now hear on the frame 5 by means of the slides 18.
  • the bridge member 1 is lifted until an advantageous working height is reached for the unfolding and strutting of the trusses 6, 7, 8 which now follows. At this working height the entire roof structure can be completed including the awning which is to be drawn over it.
  • the roof structure When the roof structure has been completed, it is raised in its entirety with the bridge member 1 to the desired shelter height, by means of the end-support legs 3 and the shelter is then ready for use.
  • a fioor can be provided on the ground at both sides of the frame 5, the type of floor depending on the particular use to which the shelter is to be put. It is also possible to arrange the uprights 14 at the free ends of the trusses 6 to act as drain pipes.
  • a particular advantage of the hereinbefore described roof structure is that it can be assembled at a convenient working height above the ground, so that no ladders, winches or cranes of any kind are required. This safety feature enables the roof structure to be erected to form a shelter with minimum danger to the erectors.
  • the trusses 6, 7, 8 are unfolded from the bridge member 1 whilst the bridge member 1 is still on the bogies.
  • the support trestles 27 are arranged under the trusses at one free end thereof and then the completed roof structure is raised by extending the telescopic end-support legs 3, at which point the transport bogies can be removed.
  • FIGURES 12 and 13 it is merely necessary initially to bring the bogies carrying the respective bridge members 1 into the correct posi tions relative to one another before the roof structures are assembled.
  • the bridge member forms the central portion of the roof structure, it is possible quickly to erect the roof structure to form the shelter, by extending the hydraulically operable load hearing end-support legs and pivoting-out and fixing the side trusses. Also when the end-support legs are retracted and the trusses are in the non-operative parked position against the bridge member the entire roof structure can be transported in the form of a bridge on, for example, a vehicle chassis intended for long timber, with which the front vehicle part guides the rear part.
  • the size of the bridge member 1 will depend mainly on what is permitted by police regulations for road traffic, since the entire bridge member should be transportable on public roads. In an example produced, the width of the bridge member is 2.5 metres and the length about 14.0 metres. The length of the bridge member 1, however, could be increased for example to 20.0 metres, and then more than five trusses could be provided on each side if necessary. The ,height of the bridge member 1 is limited by the permissable loading gauge for railway Wagons,
  • the bridge member plus bogie must not exceed the permissable loading gauge height. On the other hand it is also limited by the height of the hydraulic telescopic end-support legs available. "In the example referred to, the bridge member height is about 1.65 metres.
  • the clear height of the multipurpose shelter produced will depend on the hydraulic telescopic end-support legs which are used, and which can be extended for example to a height of 3.0 metres.
  • the foregoing description of the roof structure shows that the outermost trusses 6 are conveniently of the same length as the bridge member. If the length of the bridge member is 14.0 metres, as
  • the erected shelter length amounts to 2 x 14.0 metres+2.5 metres bridge width i.e. over 30.0 metres.
  • the example produced has shown, supported by static calculations, that the two hydraulic end-support legs arranged at each end of the bridge member at a spacing of 2.5 metres and subjected to high pressure are sufiicient to give the shelter formed by the erected roof structure, reliable stability even against strong wind forces.
  • a parking shelter With the form of embodiment shown in FIGURE 12 it is possible for a parking shelter to be constructed in a simple manner which has a clear height of about 6.00 to 7.00 metres and a clear width between the end-support legs 3 of about 25 to 30 metres.
  • Multi-purpose cantilever roof structure including an elongated bridge member adapted for substantially horizontal disposition above a supporting surface,at least one hydraulically operable load-bearing telescopic end-support leg attached to each end of said bridge member and extensible and retractable laterally thereof in a substantially vertical plane for selectively raising and lowering said bridge member relative to said supporting surface, a plurality of side trusses pivoted at intervals along the length of the bridge member for displacement between non-operative parked positions extending along the length of said member and operative positions in which said trusses project laterally from the bridge member, a roof covering supportable on said trusses, and strut means adapted releasably to interconnect said trusses when in the operative position.
  • said bridge member consists of a box-section steel lattice-beam
  • said end-support legs each consist of a piston and cylinder assembly which is arranged with its longitudinal axis parallel to a respective vertical end edge of the said lattice-beam.
  • Roof structure according to claim 2 incorporating four telescopic end-support legs provided two at each end of the bridge member, and a braced frame adapted for releasable connection to the undersurface of the steel lattice-beam and to lowermost extensible ends of the telescopic end-support legs, the frame with the addition of bogies serving as a vehicle frame for the transportation of the roof structure and, when released from the steel lattice-beam, serving as a supporting frame for the four telescopic support legs when the roof structure is erected.
  • stabilisation stays consisting of hingeably interconnected parts are arranged between the ends of the bridge member and the underlying frame so as to be unfoldable into an operative stabilising position when the bridge member is raised.
  • pivotal connections between the trusses and bridge member and between truss parts each consist of two pins arranged in a vertical manner in mating coupling parts at a spacing from one another transversely to the longitudinal direction of the trusses, at least one of the pins being removable to permit the trusses to be folded.
  • roof structure according to claim 11 wherein auxiliary uprights are provided at the free ends of the outermost trusses to serve as drain pipes for rain gutters arranged at transverse sides of the roof structure when the latter has been erected.
  • roof structure according to claim 13 wherein the outer ends of operatively positioned trusses on one side of the bridge member are anchored on support trestles, so that extension of said telescopic end-support legs serves to displace said roof structure into an inclined position about an axis provided by said trestle supports.
  • said bridge member consists of a box-section steel lattice-beam, and a pump for extending the hydraulically operable load-bearing telescopic end-support legs and a motor for driving said pump are arranged in the box-section steel lattice-beam of the bridge member.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Bridges Or Land Bridges (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
US637164A 1966-07-08 1967-05-09 Multipurpose roof structures Expired - Lifetime US3410036A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEB0087934 1966-07-08

Publications (1)

Publication Number Publication Date
US3410036A true US3410036A (en) 1968-11-12

Family

ID=6984030

Family Applications (1)

Application Number Title Priority Date Filing Date
US637164A Expired - Lifetime US3410036A (en) 1966-07-08 1967-05-09 Multipurpose roof structures

Country Status (7)

Country Link
US (1) US3410036A (de)
AT (1) AT286571B (de)
CH (1) CH476910A (de)
DE (1) DE1684568B2 (de)
ES (1) ES338998A1 (de)
GB (1) GB1164908A (de)
NL (1) NL6705031A (de)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3815297A (en) * 1971-09-24 1974-06-11 Y Pasquier Construction of traveling building
US4156995A (en) * 1978-06-16 1979-06-05 Bertram Zusman Cantilevered cross truss construction
USD260036S (en) 1979-12-10 1981-07-28 Schildge Jr Adam T Cable stay building
US5036641A (en) * 1988-10-17 1991-08-06 Societe Viry S.A. Metallic structure
WO1998027289A1 (en) * 1996-12-16 1998-06-25 Amisk Technologies Inc. Building system
US20110214615A1 (en) * 2010-03-05 2011-09-08 Martin Shan Animal confinement housing configured for improved forced air ventilation
CN104818772A (zh) * 2015-05-06 2015-08-05 香港华艺设计顾问(深圳)有限公司 一种大跨度长悬臂连体结构及施工工艺
CN105569187A (zh) * 2016-01-18 2016-05-11 江苏沪宁钢机股份有限公司 一种大跨度钢结构反拱张弦梁屋盖及其施工方法
US10309096B2 (en) * 2014-04-25 2019-06-04 Designer Direct, Inc. Cantilevered watercraft canopy
US10363994B2 (en) 2015-06-19 2019-07-30 Designer Direct, Inc. One-sided cantilevered watercraft canopy
CN112942585A (zh) * 2021-02-05 2021-06-11 中国十七冶集团有限公司 一种便于移动的钢结构框架及其使用方法
CN114250900A (zh) * 2022-01-25 2022-03-29 北京市建筑设计研究院有限公司 一种绿色节能的大跨度屋盖结构体系及屋面系统
US20220145614A1 (en) * 2018-11-30 2022-05-12 Bahler Ip, Llc Building system and method thereof
US11952781B2 (en) 2022-01-27 2024-04-09 Designer Direct, Inc. Watercraft canopy extension for existing covered dock

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2308954C2 (de) * 1973-02-23 1984-05-24 Walter Ing.(grad.) 7760 Radolfzell Späth Schnellmontierbare Halle
DE3340941C2 (de) * 1983-11-11 1986-09-25 Friedrich J. Ing. Rottenmann Bodner Bauteilsatz
FR2624535B1 (fr) * 1987-12-11 1990-04-13 Algava Jose Dispositif de construction metallique permettant le franchissement de grandes portees
GB9215335D0 (en) * 1992-07-18 1992-09-02 Asw Cubic Structures Limited A building and method of producing a building
CN107366452A (zh) * 2017-07-17 2017-11-21 赵恒祥 一种防护棚
CN112443043B (zh) * 2020-11-25 2022-02-22 浙大城市学院 一种内嵌正交向小桁架的多层通高大空间悬挑桁架结构及应用

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1250031A (en) * 1917-05-26 1917-12-11 William C Schnabel Building-construction unit.
US2260369A (en) * 1940-11-19 1941-10-28 Ebenhack Arthur Portable structure
US2642017A (en) * 1950-08-04 1953-06-16 Cooper Roof drainage system for toll booth canopies
US2647022A (en) * 1948-07-31 1953-07-28 Mccabe Powers Auto Body Co Tower vehicle
US2670818A (en) * 1948-12-18 1954-03-02 Esslingen A G Maschf Method of erecting cupola structures
US3195274A (en) * 1962-04-23 1965-07-20 Kajima Construction Co Ltd Umbrella type frame structures
US3286414A (en) * 1963-11-06 1966-11-22 Charles J Harrison Extensible camper

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1250031A (en) * 1917-05-26 1917-12-11 William C Schnabel Building-construction unit.
US2260369A (en) * 1940-11-19 1941-10-28 Ebenhack Arthur Portable structure
US2647022A (en) * 1948-07-31 1953-07-28 Mccabe Powers Auto Body Co Tower vehicle
US2670818A (en) * 1948-12-18 1954-03-02 Esslingen A G Maschf Method of erecting cupola structures
US2642017A (en) * 1950-08-04 1953-06-16 Cooper Roof drainage system for toll booth canopies
US3195274A (en) * 1962-04-23 1965-07-20 Kajima Construction Co Ltd Umbrella type frame structures
US3286414A (en) * 1963-11-06 1966-11-22 Charles J Harrison Extensible camper

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3815297A (en) * 1971-09-24 1974-06-11 Y Pasquier Construction of traveling building
US4156995A (en) * 1978-06-16 1979-06-05 Bertram Zusman Cantilevered cross truss construction
USD260036S (en) 1979-12-10 1981-07-28 Schildge Jr Adam T Cable stay building
US5036641A (en) * 1988-10-17 1991-08-06 Societe Viry S.A. Metallic structure
WO1998027289A1 (en) * 1996-12-16 1998-06-25 Amisk Technologies Inc. Building system
US20110214615A1 (en) * 2010-03-05 2011-09-08 Martin Shan Animal confinement housing configured for improved forced air ventilation
US10309096B2 (en) * 2014-04-25 2019-06-04 Designer Direct, Inc. Cantilevered watercraft canopy
CN104818772B (zh) * 2015-05-06 2017-03-01 香港华艺设计顾问(深圳)有限公司 一种大跨度长悬臂连体结构及施工工艺
CN104818772A (zh) * 2015-05-06 2015-08-05 香港华艺设计顾问(深圳)有限公司 一种大跨度长悬臂连体结构及施工工艺
US10363994B2 (en) 2015-06-19 2019-07-30 Designer Direct, Inc. One-sided cantilevered watercraft canopy
CN105569187A (zh) * 2016-01-18 2016-05-11 江苏沪宁钢机股份有限公司 一种大跨度钢结构反拱张弦梁屋盖及其施工方法
US20220145614A1 (en) * 2018-11-30 2022-05-12 Bahler Ip, Llc Building system and method thereof
US11761196B2 (en) * 2018-11-30 2023-09-19 Bahler Ip, Llc Building system and method thereof
CN112942585A (zh) * 2021-02-05 2021-06-11 中国十七冶集团有限公司 一种便于移动的钢结构框架及其使用方法
CN112942585B (zh) * 2021-02-05 2022-03-08 中国十七冶集团有限公司 一种便于移动的钢结构框架及其使用方法
CN114250900A (zh) * 2022-01-25 2022-03-29 北京市建筑设计研究院有限公司 一种绿色节能的大跨度屋盖结构体系及屋面系统
CN114250900B (zh) * 2022-01-25 2022-10-11 北京市建筑设计研究院有限公司 一种绿色节能的大跨度屋盖结构体系及屋面系统
US11952781B2 (en) 2022-01-27 2024-04-09 Designer Direct, Inc. Watercraft canopy extension for existing covered dock

Also Published As

Publication number Publication date
GB1164908A (en) 1969-09-24
AT286571B (de) 1970-12-10
CH476910A (de) 1969-08-15
NL6705031A (de) 1968-01-09
DE1684568B2 (de) 1975-03-27
DE1684568A1 (de) 1970-05-06
ES338998A1 (es) 1968-07-01

Similar Documents

Publication Publication Date Title
US3410036A (en) Multipurpose roof structures
US4630627A (en) Collapsible frame structure
US5291701A (en) Extendible rigid construction
US6434895B1 (en) Foldable trailerable building
US3271065A (en) Expandible house trailer
US20170284117A1 (en) Unique 11-device-in-one system comprising 360-degree-rotatable rollable portable lockable collapsible expandable carport, green house, gazebo, storage, attic, awnings, tent, workshop, outdoor tables, booth, and rv port
US20100043308A1 (en) Portable building
US20140311052A1 (en) Portable building
GB2223246A (en) Modular,portable,foldable buildings
US4045926A (en) Easily erected roof structure for modular buildings
US4715159A (en) Collapsible building construction system
US3034162A (en) Portable structural units, particularly bridge units
US2755517A (en) Mobile building structure
US4062081A (en) Transportable bridge and method
US4255911A (en) Helicopter enclosure
US3840267A (en) Expandable vehicle structure
US3774956A (en) Parallel attachable, two story expandable, trailable building structures
US3521926A (en) Folding rigid-walled cabin
US3283452A (en) Portable enclosure structure
GB2085941A (en) Collapsible portable shelter
GB2145379A (en) Extendable caravan or other accommodation
US2897831A (en) Tents and like structures
CN115571037A (zh) 车载平板快速收放装置及收放方法
US1629150A (en) Knockdown or foldable buildinq
US6694677B2 (en) Transportable podium