[go: up one dir, main page]

US3410039A - Roof from assembled shell supported by cable net - Google Patents

Roof from assembled shell supported by cable net Download PDF

Info

Publication number
US3410039A
US3410039A US529693A US52969366A US3410039A US 3410039 A US3410039 A US 3410039A US 529693 A US529693 A US 529693A US 52969366 A US52969366 A US 52969366A US 3410039 A US3410039 A US 3410039A
Authority
US
United States
Prior art keywords
roof
cables
shell
panels
fastened
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
US529693A
Inventor
Brezina Vladimir
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.)
Czech Academy of Sciences CAS
Original Assignee
Czech Academy of Sciences CAS
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 Czech Academy of Sciences CAS filed Critical Czech Academy of Sciences CAS
Application granted granted Critical
Publication of US3410039A publication Critical patent/US3410039A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/14Suspended roofs

Definitions

  • a lens-shaped roof includes a compression ring and a network of two groups of equidistant, practically parallel cables which intersect each other at right angles and are fastened to each other at the points of intersection below the plane of the compression ring, and whose ends are attached to the ring.
  • the rim of a roof shell of arcuate cross section is fastened to the ring while the central roof portion rises above the plane of the ring and is connected to the cable intersections by rigid struts attached to corners of the identical, rectangular panels which main- 1y constitute the shell.
  • This invention relates to roofs having the shape of a lens or of a low dome and being of oval, elliptical, or circular shape in plan View, and particularly to roofs which are supported about their rim only.
  • a roof of the type described should provide good drainage for rain water, yet should be low to reduce construction costs and facilitate the heating of the space covered by the roof. It should also be stable and sufficiently rigid to withstand the bending stresses caused by nonuniform snow and wind loads. It should also exert as little stress as possible on a compression ring by which it is bounded horizontally, and it would be convenient to cover such a roof with identical panels.
  • the roof consists of a membrane or thin outer shell and of supporting cables, it has been necessary heretofore to provide an otherwise unnecessary load in the center of the shell to provide aerodynamic stability, and such roofs have been made to slope downward toward the center, requiring a downspout for rain water to enter the covered space from the lowermost central point of the roof.
  • Other cable supported roofs required several cable systems if their shell was to be made light, and be composed essentially of panels of uniform size and shape.
  • the object of the invention is the provision of a roof of the type described which meets the requirements outlined above, but avoids the shortcomings of the known structures.
  • the invention provides a roof in which the two end portions of each of a plurality of cables are fastened to a compression ring which extends in a substantially horizontal plane. A portion of each cable intermediate the ends is downwardly offset from that plane and the end portions of the cable.
  • the rim portion of a roof shell of arcuate cross section is attached to the ring, and the central portion of the shell is upwardly offset from the plane of the compression ring. Struts are fastened between the several cables and the shell.
  • the cables form at least two groups, and the cables of each group extend in respective parallel, substantially vertical planes, and intersect the cables of another group to which they are fastened at the points of intersection.
  • the lower end portions of the struts are fastened to the cables at the points of intersection.
  • the connected panels which form the roof shell may be 3,410,039 Patented Nov. 12, 1968 substantially identical in size and shape, the upper end portions of the struts being fastened to the corners of the panels.
  • the panels may be rectangular.
  • FIG. 1 is a top plan view of a building provided with a roof of the invention, the roof shell being partly removed;
  • FIG. 2 shows the building of FIG. 1 in elevational section
  • FIG. 3 is a perspective view of the same building prior to completion.
  • FIGS. 4a to 42 illustrate sequential stages of construction of the building in partly diagrammatic elevational section.
  • FIGS. 1 and 2 there is seen a hall of elliptical plan whose roof includes two groups 1, 2 of cables arranged in groups of respective, uniformly spaced, vertical planes which intersect each other at right angles so that the cables form a network having square openings.
  • the outer skin of the roof is formed by an upwardly convex shell 4 consisting of identical square panels.
  • the cables 1, 2 are fastened to each other at the points of intersection which are connected with the corners of the panels by vertical struts 3.
  • the panels are covered on the outside with a watertight, thermally insulated coating not shown in detail in the drawing, and are of lightweight material.
  • the rim of the shell 4 and the ends of the cables 1, 2 are fastened to a compression ring 5 which is supported in a horizontal plane by columns 6 uniformly spaced about the circumference of the roof.
  • a circumferential wall 7 is suspeneded from the ring 5.
  • FIGS. 3 and 4a to 4c The method of erecting the building of FIGS. 1 and 2 is illustrated in FIGS. 3 and 4a to 4c.
  • the ends of the cables 1, Z are first anchored on the ring 5, and are connected to each other at the points of intersection.
  • the cables are mounted slack, and their sag is selected according to the shape of the finished roof and the desired normal tension in the cables.
  • Weights 8 are suspended from the intersections of the cables to simulate an expected snow load on the roof, and weights 9 are provided to simulate the static loading of the cables by the weight of the roof panels 4, including the insulating material, and of the struts 3.
  • the tension in the cables 1, 2 is reduced, but the outer shell is put in tension.
  • the shell therefore, is only under light compressive stress when loaded with snow, or may actually still be under tensile stress.
  • the normal stress in the shell can be selected by suitably choosing the weights 8.
  • each cable having two end portions fastened to said ring, and a portion intermediate said end portions and downwardly offset from said plane, and said end portions,
  • each strut having a lower end portion fastened to one of said cables and an upper end portion fastened to said shell
  • said vertical planes associated with each group being substantially uniformly spaced, said panels being angular and substantially identical in size and shape, and said upper portions of said struts being fastened to the corners of said panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)

Description

V. BREZINA Nov. 12, 1968 ROOF FROM ASSEMBLED SHELL SUPPORTED BY CABLE NET 3 Sheets-Sheet 1 Filed Feb. 24. 1966 FIG. 7
INVENTOR. @M M/mfk e n 0 Nov. 12, 1968 v. BREZINA 3,410,039
ROOF FROM ASSEMBLED SHELL SUPPORTED BY CABLE NET Filed Feb. 24, 1966 3 Sheets-Sheet z INVENTOR. 7/ k eil na M h/ Nov. 12, 1968 v. BREZINA 3,410,039
ROOF FROM ASSEMBLED SHELL SUPPORTED BY CABLE NET Filed Feb. 24, 1966 3 Sheets-Sheet 5 INVENTOR.
I 1 Ma 0// m/ @re 07a man/{W United States Patent ice 3,410,039 ROOF FROM ASSEMBLED SHELL SUPPORTED BY CABLE NET Vladimir Brezina, Prague, Czechoslovakia, assignor to Ceskoslovenska akademie ved, Prague, Czechoslovakia Filed Feb. 24, 1966, Ser. No. 529,693 Claims priority, application Czechoslovakia, Mar. 9, 1965, 1,585/65 5 Claims. (Cl. 52-80) ABSTRACT OF THE DISCLOSURE A lens-shaped roof includes a compression ring and a network of two groups of equidistant, practically parallel cables which intersect each other at right angles and are fastened to each other at the points of intersection below the plane of the compression ring, and whose ends are attached to the ring. The rim of a roof shell of arcuate cross section is fastened to the ring while the central roof portion rises above the plane of the ring and is connected to the cable intersections by rigid struts attached to corners of the identical, rectangular panels which main- 1y constitute the shell.
This invention relates to roofs having the shape of a lens or of a low dome and being of oval, elliptical, or circular shape in plan View, and particularly to roofs which are supported about their rim only.
A roof of the type described should provide good drainage for rain water, yet should be low to reduce construction costs and facilitate the heating of the space covered by the roof. It should also be stable and sufficiently rigid to withstand the bending stresses caused by nonuniform snow and wind loads. It should also exert as little stress as possible on a compression ring by which it is bounded horizontally, and it would be convenient to cover such a roof with identical panels.
If the roof consists of a membrane or thin outer shell and of supporting cables, it has been necessary heretofore to provide an otherwise unnecessary load in the center of the shell to provide aerodynamic stability, and such roofs have been made to slope downward toward the center, requiring a downspout for rain water to enter the covered space from the lowermost central point of the roof. Other cable supported roofs required several cable systems if their shell was to be made light, and be composed essentially of panels of uniform size and shape.
The object of the invention is the provision of a roof of the type described which meets the requirements outlined above, but avoids the shortcomings of the known structures.
With this object and others in view, the invention provides a roof in which the two end portions of each of a plurality of cables are fastened to a compression ring which extends in a substantially horizontal plane. A portion of each cable intermediate the ends is downwardly offset from that plane and the end portions of the cable.
The rim portion of a roof shell of arcuate cross section is attached to the ring, and the central portion of the shell is upwardly offset from the plane of the compression ring. Struts are fastened between the several cables and the shell.
The cables form at least two groups, and the cables of each group extend in respective parallel, substantially vertical planes, and intersect the cables of another group to which they are fastened at the points of intersection. The lower end portions of the struts are fastened to the cables at the points of intersection.
The spacing of the cables in each group being uniform, the connected panels which form the roof shell may be 3,410,039 Patented Nov. 12, 1968 substantially identical in size and shape, the upper end portions of the struts being fastened to the corners of the panels. When there are only two groups of cables intersecting each other at approximately right angles, the panels may be rectangular.
Other features, additional objects, and many of the attendant advantages of this invention will readily be understood from the following detailed description of a preferred embodiment when considered with reference to the accompanying drawing in which:
FIG. 1 is a top plan view of a building provided with a roof of the invention, the roof shell being partly removed;
FIG. 2 shows the building of FIG. 1 in elevational section;
FIG. 3 is a perspective view of the same building prior to completion; and
FIGS. 4a to 42 illustrate sequential stages of construction of the building in partly diagrammatic elevational section.
Referring initially to FIGS. 1 and 2, there is seen a hall of elliptical plan whose roof includes two groups 1, 2 of cables arranged in groups of respective, uniformly spaced, vertical planes which intersect each other at right angles so that the cables form a network having square openings. The outer skin of the roof is formed by an upwardly convex shell 4 consisting of identical square panels. The cables 1, 2 are fastened to each other at the points of intersection which are connected with the corners of the panels by vertical struts 3. The panels are covered on the outside with a watertight, thermally insulated coating not shown in detail in the drawing, and are of lightweight material.
The rim of the shell 4 and the ends of the cables 1, 2 are fastened to a compression ring 5 which is supported in a horizontal plane by columns 6 uniformly spaced about the circumference of the roof. A circumferential wall 7 is suspeneded from the ring 5.
The method of erecting the building of FIGS. 1 and 2 is illustrated in FIGS. 3 and 4a to 4c. The ends of the cables 1, Z are first anchored on the ring 5, and are connected to each other at the points of intersection. The cables are mounted slack, and their sag is selected according to the shape of the finished roof and the desired normal tension in the cables.
Weights 8 are suspended from the intersections of the cables to simulate an expected snow load on the roof, and weights 9 are provided to simulate the static loading of the cables by the weight of the roof panels 4, including the insulating material, and of the struts 3.
When all cables 1, 2 assume their loaded shape, as shown in FIG. 4b, the shell of panels 4 is assembled, beginning from the ring 5, on struts 3 of suitable length. Each panel is fastened to adjacent panels by threaded connectors or by welding, and the outermost panels are similarly fastened to the ring 5. As the installation of the panels 4 and struts 3 proceeds, the weights 9 are removed (FIG. 40), until the completed roof is only weighted by the weights 8 (FIG. 4d). When the latter are removed, the shell moves upward to assume its normal shape. This is shown in FIG. 4e which also illustrated the roof position of FIG. 4d in broken lines.
When the weights 8 are removed, the tension in the cables 1, 2 is reduced, but the outer shell is put in tension. The shell, therefore, is only under light compressive stress when loaded with snow, or may actually still be under tensile stress. The normal stress in the shell can be selected by suitably choosing the weights 8.
What I claim is:
1. In a substantially lens-shaped roof, in combination:
(a) a compression ring extending in a substantially horizontal plane;
(b) a plurality of cables,
(1) each cable having two end portions fastened to said ring, and a portion intermediate said end portions and downwardly offset from said plane, and said end portions,
(2) said cables constituting a plurality of groups,
(3) the cables of each group extending in respective, parallel, substantially vertical planes and intersecting the cables of another group;
(c) a roof shell of arcuate cross section having a rim portion attached to said ring and a central portion upwardly offset from said substantially horizontal plane; and
(d) a plurality of struts,
(1) each strut having a lower end portion fastened to one of said cables and an upper end portion fastened to said shell,
(2) the shell essentially consisting of a plurality of connected panels.
2. In a roof as set forth in claim 1, the cables of each of said groups being fastened to the intersecting cables of said other group at the points of intersection.
3. In a roof as set forth in claim 2, said lower end portions of said struts being respectively fastened to said cables at said points of intersection.
4. In a roof as set forth in claim 3, said vertical planes associated with each group being substantially uniformly spaced, said panels being angular and substantially identical in size and shape, and said upper portions of said struts being fastened to the corners of said panels.
5. In a roof as set forth in claim 4, said substantially vertical planes intersecting each other at substantially right angles, and said panels being substantially rectangular.
References Cited UNITED STATES PATENTS 1,825,800 10/1931 Houseman 5280 2,592,465 4/1952 Pont 52-80 3,137,097 6/1964 Zeinetz 52-83 X FOREIGN PATENTS 1,196,729 5/1959 France. 1,352,239 1/1964 France.
981,672 1/1965 Great Britain.
OTHER REFERENCES Howard, Architectural Record, pages 178-182,
Prestressing Prevents Flutter of Cable Roof.
25 FRANK L. ABBOTT, Primary Examiner.
CHARLES G. MUELLER, Assistant Examiner.
US529693A 1965-03-09 1966-02-24 Roof from assembled shell supported by cable net Expired - Lifetime US3410039A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CS158565 1965-03-09

Publications (1)

Publication Number Publication Date
US3410039A true US3410039A (en) 1968-11-12

Family

ID=5350588

Family Applications (1)

Application Number Title Priority Date Filing Date
US529693A Expired - Lifetime US3410039A (en) 1965-03-09 1966-02-24 Roof from assembled shell supported by cable net

Country Status (3)

Country Link
US (1) US3410039A (en)
DE (1) DE1534743B1 (en)
SE (1) SE326543B (en)

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3643391A (en) * 1969-10-03 1972-02-22 Sebastian Mollinger Roof construction
US3772836A (en) * 1971-04-12 1973-11-20 D Geiger Roof construction
US3835599A (en) * 1970-05-03 1974-09-17 D Geiger Roof construction
US3841038A (en) * 1971-04-12 1974-10-15 D Geiger Roof construction
US4047335A (en) * 1975-11-18 1977-09-13 Darmstadt Robert M Pneumatic load-supporting structures
US4074502A (en) * 1975-10-22 1978-02-21 Emil Peter Method for manufacturing a support framework
US4130969A (en) * 1975-12-11 1978-12-26 DSO "Montaji" -- Promishleno Montajno Upravlenie Hanging prestressed roof structure
US4271641A (en) * 1978-03-06 1981-06-09 Taiyo Kogyo Company Limited Tension structure
US4452017A (en) * 1981-05-13 1984-06-05 Dyckerhoff & Widmann Aktiengesellschaft Air inflated bubble roof
US4463526A (en) * 1981-01-23 1984-08-07 Johannes Lagendijk Stiff girder constructed with flexible cable ropes
US4581860A (en) * 1985-06-20 1986-04-15 Berger Horst L Saddle-shaped cable dome system for large span lightweight roof structures
US4776145A (en) * 1983-12-09 1988-10-11 Dykmans Max J Multi purpose dome structure and the construction thereof
US4879859A (en) * 1983-12-09 1989-11-14 Dykmans Max J Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane
US5094044A (en) * 1983-12-09 1992-03-10 Dykmans Maximilliaan J Multi-purpose dome structure and the construction thereof
US5134830A (en) * 1983-12-09 1992-08-04 Dykmans Max J Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane
US5150556A (en) * 1989-10-06 1992-09-29 Shimizu Construction Co. Chord truss roof structure
US5174074A (en) * 1990-07-11 1992-12-29 Norwegian Contractors A.S. Assembly for casting large curved shells of reinforced concrete
US5408793A (en) * 1983-12-09 1995-04-25 Dykmans; Max J. Multi-purpose dome structure and the method of construction thereof
US5502928A (en) * 1993-10-06 1996-04-02 Birdair, Inc. Tension braced dome structure
US5675941A (en) * 1983-12-09 1997-10-14 Dykmans; Maximiliaan J. Method and apparatus for constructing prestressed structures utilizing a membrane and floating dome assembly
US20050081467A1 (en) * 2000-03-20 2005-04-21 Marc Fontaine Elements of stretched false ceiling, use of same for producing false walls and false ceilings
US20130180184A1 (en) * 2012-01-17 2013-07-18 James L. CHEH Method for forming a double-curved structure and double-curved structure formed using the same
RU2574232C2 (en) * 2011-03-29 2016-02-10 Терр Армэ Энтернасьональ Closed structure and appropriate methods of installation and dismantling

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4321347C2 (en) * 1993-06-26 1999-11-11 Seele Gmbh Glass roof and glass facade construction
DE4447340C2 (en) * 1994-01-03 1999-09-16 Stefan Polonyi Hanging roof
DE19927885A1 (en) * 1999-06-18 2000-12-21 Switbert Greiner Support construction for freely supporting roof of hall or public room forms flat, extended, round component and has round pressure ring engaged by distributed longitudinal tension components

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1825800A (en) * 1929-05-06 1931-10-06 John Goben Roof construction
US2592465A (en) * 1941-03-05 1952-04-08 Pont Henri Maclaine Roof
FR1196729A (en) * 1957-06-07 1959-11-25 Building systems
FR1352239A (en) * 1963-01-03 1964-02-14 Bessonneau Ets Circular ceiling enclosure made of a suspended sheet supporting an inflatable lens-shaped cover
US3137097A (en) * 1960-04-14 1964-06-16 Zeinetz Bertil Olov Roof structure
GB981672A (en) * 1961-04-21 1965-01-27 Franco Cremaschini A roof supporting structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1808693A (en) * 1928-04-25 1931-06-02 Terzoli Umberto Tent
DE1135152B (en) * 1958-04-02 1962-08-23 Fritz Grebner Over-spanned hanging structure to cover large spaces
AT237863B (en) * 1961-04-21 1965-01-11 Franco Dr Ing Cremaschini Roof construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1825800A (en) * 1929-05-06 1931-10-06 John Goben Roof construction
US2592465A (en) * 1941-03-05 1952-04-08 Pont Henri Maclaine Roof
FR1196729A (en) * 1957-06-07 1959-11-25 Building systems
US3137097A (en) * 1960-04-14 1964-06-16 Zeinetz Bertil Olov Roof structure
GB981672A (en) * 1961-04-21 1965-01-27 Franco Cremaschini A roof supporting structure
FR1352239A (en) * 1963-01-03 1964-02-14 Bessonneau Ets Circular ceiling enclosure made of a suspended sheet supporting an inflatable lens-shaped cover

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3643391A (en) * 1969-10-03 1972-02-22 Sebastian Mollinger Roof construction
US3835599A (en) * 1970-05-03 1974-09-17 D Geiger Roof construction
US3772836A (en) * 1971-04-12 1973-11-20 D Geiger Roof construction
US3841038A (en) * 1971-04-12 1974-10-15 D Geiger Roof construction
US4074502A (en) * 1975-10-22 1978-02-21 Emil Peter Method for manufacturing a support framework
US4047335A (en) * 1975-11-18 1977-09-13 Darmstadt Robert M Pneumatic load-supporting structures
US4130969A (en) * 1975-12-11 1978-12-26 DSO "Montaji" -- Promishleno Montajno Upravlenie Hanging prestressed roof structure
US4271641A (en) * 1978-03-06 1981-06-09 Taiyo Kogyo Company Limited Tension structure
US4463526A (en) * 1981-01-23 1984-08-07 Johannes Lagendijk Stiff girder constructed with flexible cable ropes
US4452017A (en) * 1981-05-13 1984-06-05 Dyckerhoff & Widmann Aktiengesellschaft Air inflated bubble roof
US5881530A (en) * 1983-12-09 1999-03-16 Dykmans; Maximiliaan J. Method and apparatus for constructing prestressed structures utilizing a membrane and floating dome assembly
US5675941A (en) * 1983-12-09 1997-10-14 Dykmans; Maximiliaan J. Method and apparatus for constructing prestressed structures utilizing a membrane and floating dome assembly
US5408793A (en) * 1983-12-09 1995-04-25 Dykmans; Max J. Multi-purpose dome structure and the method of construction thereof
US4776145A (en) * 1983-12-09 1988-10-11 Dykmans Max J Multi purpose dome structure and the construction thereof
US4879859A (en) * 1983-12-09 1989-11-14 Dykmans Max J Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane
US5094044A (en) * 1983-12-09 1992-03-10 Dykmans Maximilliaan J Multi-purpose dome structure and the construction thereof
US5134830A (en) * 1983-12-09 1992-08-04 Dykmans Max J Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane
EP0209213A3 (en) * 1985-06-20 1987-09-16 Horst Ludwig Berger Saddle-shaped cable dome system for large span lightweight roof structures
EP0209213A2 (en) * 1985-06-20 1987-01-21 Horst Ludwig Berger Saddle-shaped cable dome system for large span lightweight roof structures
US4581860A (en) * 1985-06-20 1986-04-15 Berger Horst L Saddle-shaped cable dome system for large span lightweight roof structures
US5150556A (en) * 1989-10-06 1992-09-29 Shimizu Construction Co. Chord truss roof structure
US5174074A (en) * 1990-07-11 1992-12-29 Norwegian Contractors A.S. Assembly for casting large curved shells of reinforced concrete
US5502928A (en) * 1993-10-06 1996-04-02 Birdair, Inc. Tension braced dome structure
US20050081467A1 (en) * 2000-03-20 2005-04-21 Marc Fontaine Elements of stretched false ceiling, use of same for producing false walls and false ceilings
RU2574232C2 (en) * 2011-03-29 2016-02-10 Терр Армэ Энтернасьональ Closed structure and appropriate methods of installation and dismantling
US20130180184A1 (en) * 2012-01-17 2013-07-18 James L. CHEH Method for forming a double-curved structure and double-curved structure formed using the same
US8789317B2 (en) * 2012-01-17 2014-07-29 James L. CHEH Method for forming a double-curved structure and double-curved structure formed using the same

Also Published As

Publication number Publication date
DE1534743B1 (en) 1971-04-29
SE326543B (en) 1970-07-27

Similar Documents

Publication Publication Date Title
US3410039A (en) Roof from assembled shell supported by cable net
US2928360A (en) Flexural tension framing system and structural unit thereof
US8074404B2 (en) Double-layer cable-strut roof system
US3137097A (en) Roof structure
CN104975670A (en) Combined-type cable dome structure for elliptic plane with unequal-height boundary
US3818654A (en) Modular building structure with horizontal vierendeel truss
CN116356947A (en) Hollow grid ultra-long sightseeing platform and overhanging large-span awning integrated structure
EP0161878B1 (en) Roof structure
US4137679A (en) Inverted, doubly-curved umbrella, hyperbolic paraboloid shells with structurally integrated upper diaphragm
US2886855A (en) Buildings with multangular rooms, the ground plan of which is combined from hexagonal elements
US3292316A (en) Self-supporting roof
US1773656A (en) Shelter or shed for aircraft
US4130969A (en) Hanging prestressed roof structure
US4036921A (en) Method of making a curved roof
US3550332A (en) Construction system and concrete structural member therefor
Santoso Wide-span cable structures
CN214144330U (en) Steel construction roofing antidetonation type waterproof construction
JPH07259187A (en) Hyper string dome
Makowski History of development of various types of braced barrel vaults and review of recent achievements all over the world
SU953158A1 (en) Guy-rope cooling tower
CN219261345U (en) Large-span building structure of tensioning integral cable system
SU1006685A1 (en) Sectioned guy rope cooling tower
US3613322A (en) Cable supported roof construction
RU1791575C (en) Three-dimensional covering of building, rectangular in plan
SU909067A1 (en) Lattice dome