GB2164674A - Assembly of reticular, structural components - Google Patents
Assembly of reticular, structural components Download PDFInfo
- Publication number
- GB2164674A GB2164674A GB08505885A GB8505885A GB2164674A GB 2164674 A GB2164674 A GB 2164674A GB 08505885 A GB08505885 A GB 08505885A GB 8505885 A GB8505885 A GB 8505885A GB 2164674 A GB2164674 A GB 2164674A
- Authority
- GB
- United Kingdom
- Prior art keywords
- longitudinal beams
- components
- assembly
- reticular
- per
- 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.)
- Granted
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F21—LIGHTING
- F21S—NON-PORTABLE LIGHTING DEVICES; SYSTEMS THEREOF; VEHICLE LIGHTING DEVICES SPECIALLY ADAPTED FOR VEHICLE EXTERIORS
- F21S8/00—Lighting devices intended for fixed installation
- F21S8/08—Lighting devices intended for fixed installation with a standard
- F21S8/085—Lighting devices intended for fixed installation with a standard of high-built type, e.g. street light
- F21S8/088—Lighting devices intended for fixed installation with a standard of high-built type, e.g. street light with lighting device mounted on top of the standard, e.g. for pedestrian zones
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/40—Arched girders or portal frames of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F21—LIGHTING
- F21V—FUNCTIONAL FEATURES OR DETAILS OF LIGHTING DEVICES OR SYSTEMS THEREOF; STRUCTURAL COMBINATIONS OF LIGHTING DEVICES WITH OTHER ARTICLES, NOT OTHERWISE PROVIDED FOR
- F21V21/00—Supporting, suspending, or attaching arrangements for lighting devices; Hand grips
- F21V21/10—Pendants, arms, or standards; Fixing lighting devices to pendants, arms, or standards
- F21V21/108—Arms
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F21—LIGHTING
- F21V—FUNCTIONAL FEATURES OR DETAILS OF LIGHTING DEVICES OR SYSTEMS THEREOF; STRUCTURAL COMBINATIONS OF LIGHTING DEVICES WITH OTHER ARTICLES, NOT OTHERWISE PROVIDED FOR
- F21V21/00—Supporting, suspending, or attaching arrangements for lighting devices; Hand grips
- F21V21/10—Pendants, arms, or standards; Fixing lighting devices to pendants, arms, or standards
- F21V21/116—Fixing lighting devices to arms or standards
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
-
- 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
- E04B2001/2424—Clamping connections other than bolting or riveting
-
- 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
- E04B2001/2457—Beam to beam connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F21—LIGHTING
- F21W—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES F21K, F21L, F21S and F21V, RELATING TO USES OR APPLICATIONS OF LIGHTING DEVICES OR SYSTEMS
- F21W2131/00—Use or application of lighting devices or systems not provided for in codes F21W2102/00-F21W2121/00
- F21W2131/10—Outdoor lighting
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F21—LIGHTING
- F21W—INDEXING SCHEME ASSOCIATED WITH SUBCLASSES F21K, F21L, F21S and F21V, RELATING TO USES OR APPLICATIONS OF LIGHTING DEVICES OR SYSTEMS
- F21W2131/00—Use or application of lighting devices or systems not provided for in codes F21W2102/00-F21W2121/00
- F21W2131/10—Outdoor lighting
- F21W2131/109—Outdoor lighting of gardens
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Non-Portable Lighting Devices Or Systems Thereof (AREA)
Abstract
Trestle type reticular Components with triangular cross section, with longitudinal beams (21, 23, 25) at the corners and with connection tension bars (27) slanting; these components form stanchions, brackets, arches and terminals and may be associated with lighting elements. The longitudinal beams are equipped with molded ends in order to fit joint couplings; in order to allow the realization of cambers and broken line structures with limited mutual slant, joints (29, 30) are provided slightly different in length one from the other and suitable to be engaged at the ends of the corresponding longitudinal beams of two components to be connected angularly. <IMAGE>
Description
SPECIFICATION
Assembly of reticular, structural components
The invention concerns an assembly for fittings for outside locations, such as gardens and others, which consists of trestle type reticular components with polygonal cross section, with longitudinal beams at the corners and slanting connection tension bars, which components form stanchions, brackets, arches and terminals, and of lighting elements that can be associated with the above reticular components.
In practice the reticular components can be trian gulartrestle type, formed by three longitudinal beams at the corners and by slanting wind bracing tension bars; these components are to be coupled by joints between the longitudinal beams in order to form vertical, horizontal and molded structures.
A basic element can be formed by an end plate solid to the coplanar ends of the longitudinal beams and made further solid to the stanchion by means of square gussets welded to the above plate and to the above longitudinal beams.
The longitudinal beams - placed at the vertices of a polygon in the cross section - have molded ends in order to fit, by means of junction couplings, the ends of the longitudinal beams of an adjacent component.
In order to allow the formation of cambers and broken line structures with limited mutual slant, joints are provided slightly different in length from one another and suitable for engaging the ends of two corresponding longitudinal beams of two com ponentsto be connected with each other to form an angle. These joints are of at least two different lengths in order to connect two adjacent compo nentsto form a relative angle of about 10 .
The drawing shows possible ways for realizing the components and the structure in various assemb
lings.
In particular:
Figure 1 shows a perspective view of several structures;
Figure 2 shows an overall perspective view of a trestle type stanchion with its base;
Figures 3, 4 and 5 show a lateral view according to arrow Ill of Figure 4, and two sections according to
IV-IV and V-V of Figure 3;
Figure 6 shows a lateral view according to arrow
VI of Figure 4;
Figure 7 shows a lateral view of the connection of two adjacent straight line components with mutual slant;
Figure 8 shows an exploded view of the compo
nents;
Figure 9 shows the enlargement of a curved joint connected by junction couplings to the ends of the
longitudinal beams of two adjacent components
corresponding to one another;
Figure 10 shows a cross section according to line
X-X of Figure 9;;
Figures 11 and 12 show the lateral and perspective view of a terminal;
Figure 13 shows the terminal connected to the end of a trestle type stanchion equipped with its base;
Figures 14, 15 and 16 show a perspective, lateral and plan view of the bracket type support;
Figure 17 shows a perspective view of a bracket type support connected to a trestle type stanchion;
Figure 18 shows three bracket type supports connected with trestle type stanchion with triangular cross section.
The invention concerns an assemblyforfittings based upon a reticular structure consisting of a plu ra lity of main components which is composed of junction couplings in order to form structures of different types and for different purposes and to achieve determined aesthetic configurations. Each main component, similar to girders, different in length, consists of at least three longitudinal beams 1 (Figure 1), placed at the vertices of a polygon in the cross section and connected with each other by slant tension bars 3 as wind bracings, which stiffen the so formed reticular structure; generally the longitudinal beams are cylindrical.
The ends of longitudinal beams 1 of a component are in the same transverse plane limiting each end of a main component; the ends of these longitudinal beams are molded in order to fit the ends of the longitudinal beams of an adjacent main component, junction couplings being provided for the concurring and coaxial ends of the longitudinal beams.
In addition to the above main components, that represent girders or portions of straight line girders, other elbow-shaped joint components of various types are provided, such as those 5 of Figure 1.
Even with many types of joint components, there are not many possibilities of combinations for forming structures different in shape, while on the other hand the joint components are too cumbersome and expensive to allow an adequate number of possibilities of giving shape to a complex reticular structure. The joint components involve for the most part the formation of very acute angles and up to the present time it has not been possible, for instance, to form centerings with limited curving, that is with considerable curving radius, or to form broken line structures with an equivalent development; instead, this is requested specially when the reticular structures we are considering have to be placed for outside rather than for inside fittings, where the development of the structure is generally square, in order to reproduce the development of the floors, walls and ceilings.This problem is solved according to what is shown in Figures 7 to 10.
According to Figures 2 to 6, a trestle type stanchion consists of three longitudinal beams 11 placed triangularly in the cross section (the triangle can be isosceles or even equilateral); the connection of the three longitudinal beams is trestle type formed by tension bars 13 slanting and orientated in the same way on the three fronts of the stanchion as defined by the three beams 11.
At the lower end of the stanchion thus formed, a base plate 15 is provided, shaped and orientated in most cases according to the triangular location of the beams 11. In order to stabilize the connection of the base plate to the stanchion, connection square gussets 17 are provided, welded - or connected in an equivalent way - with a corner edge to the relevant beam 11 and with the adjacent orthogonal corner edge to the plate 15. The stanchion thus formed is suitable for the outside reticular structures and for lamp-posts and similar.
According to what is illustrated in Figures 7 to 10, with 21,23 and 25 are indicated longitudinal beams belonging to two reticular components A and B to be connected with each other with a small mutual slant.
The reticular structure of each component A and B is completed by the tension bars, that is by wind bracings 27, that are suitably located both as to structural strength and from an aesthetic point of view. The longitudinal beams 21,23,25 are located at the vertices of an isoscles or equilateral triangle in the cross-section; the three ends of the longitudinal beams of each component A and B are placed in the same transverse plane.
The ends of the confluent longitudinal beams are connected with each other with a slant by using - see drawing - a couple of joints 29 having the same higher length and by using a joint 30 whose length is slightly lower, having both joints 29 to connect the corresponding ends of beams 21 and 23, while joint 30 connects the ends of the two beams 25.
The junction couplings to connect joints 29 and 30 with the ends of the longitudinal beams 21, 23, 25 will be suitably molded in orderto utilize the same moldings which serve for the connection of the structure reticular components or girders; these junction couplings will also consent the mutual slant between the longitudinal beams. The joints will be slightly curved or bent.
In Figure 8 the curve obtainable by joints 29 and 30 is provided in order to form the concavity at the side of the single longitudinal beam 25. By reversing the position ofjoints 29 and 30, that is by using a longer joint 29 to connect the longitudinal beams 25, 25 of the two components A and B and two shorter joints 30 to connect the longitudinal beams 21, 21 and 23, 23 of the two components A and B, it is possible to achieve an opposed curve, that is an opposed slant between components A and B, with respect to the slant shown in Figure 8.
Figures 9 and 10 show the design of a coupling suitable for connecting joints 29 and 30 to the longitudinal beams. In Figure 9, as an example, a joint 29 (with full circular section) is shown as connected to beams 21 (both with full circular section) by couplings 32. As mentioned above, couplings 32 shall be suitably molded in order to utilize the moldings for the mutual connection of the structure components. Both the ends of beams 21 and those of joint 29 show a molded extension, consisting in practice of a cylindrical portion 34B interrupted by an annular groove 34C. Essentially each coupling 32 consists of two semicylindrical parts 36 and 38 substantially symmetrical in respect of their coupling plane. These two parts can be coupled by bolt 40, perpendicular to the coupling plane; the head of the bolt is lodged in its proper seat as provided in part 38.Each part 36 and 38 shows on the plane coupling surface two hollows 42 molded in order to fit the molding of the extensions 34B and 34C; therefore in the connection of parts 36 and 38 two seats exactly corresponding to the two extensions are formed. Couplings 32, once bolt 40 is tight, create a rigid conection between each beam 21 and joint 29, both axially and angularly.
On Figures 11 to 13, item 51 indicates a nucleous, suitable to receive and to support a member to be combined with a terminal 52. From nucleous 51 rise according to the drawing - three appendixes 53 radially orientated and slightly slanting downwards (at least at the ends). These ends of the appendixes 53 are suitable for connecting by coupling 55 (Figure 13) the longitudinal elements 56 of a trestle type stanchion with wind bracings 57, which is shown in Figure 13 and rises from an anchorage base 59. The stanchion is designed as in other previous examples.
Terminal 52, formed by pieces 51, 53 is suitable for supporting a member serving several purposes including those of an aesthetic nature, such as a lamp 59 as shown in Figure 13.
The terminal is particularly suitable for usage in outside structures, when lamp-posts and similar are requested.
According to what is illustrated in Figures 14to 18, a bracket type support includes a nucleous 71, designed to receive and support the lamp member or similar that the said support is required to uphold.
From nucleous 71 extend two linear coplanar and symmetrical members 73,75, molded as shown in detail in Figure 18, while a third intermediate linear element 77, molded by two bends, develops on the symmetry plane of the assembly, below nucleous 71. Slanting wind bracings 78 connect the three elements 73, 75, 77. The terminal portions of elements 73, 75, 77 are almost mutually parallel and the ends 73A, 75A, and 77A of these elements are located in a plane vertically orientated in the arrangement of the assembly. These ends 73A, 75A and 77A are substantially placed triangularly (the triangle is isosceles, in particular, equilateral) and are connected with plate 79 suitable for the installation on stanchion 80, trestle type or similar.
Nucleous 71 can receive and support a lamp as indicated by L in Figure 17.
On the same stanchion 80, several supports, as described, can be fixed; a design of this kind is shown in Figure 18, where trestle type stanchion 80 develops with a triangular shape in the cross section and receives three bracket type supports, placed at the same level to form a triple lamp.
The drawing shows only one example of what has been designed 1, and can vary in shape and arrangement.
Claims (21)
1. An assembly for fittings for outside locations, such as gardens and others, comprising trestle type reticular components having polygonal cross section, with longitudinal beams at the corners and slanting connection tension bars, these components forming stanch ions, brackets, arches and terminals, and lighting elements that can be associated with the above reticular components.
2. Assembly as per claim 1, wherein the reticular components are triangular trestle type, formed by three longitudinal beams at the corners and slanting wind bracing tension bars, and junction couplings between the longitudinal beams of adjacent components are provided in order to form vertical, horizontal and molded structures.
3. Assembly as per claim 2 comprising a basic element consisting of an end plate solid to the coplanar ends of the longitudinal beams and made further solid to the stanchion by means of square gussets welded to the plate and to the longitudinal beams.
4. Assembly as per claim 1 comprising basic components consisting of at least three longitudinal beams placed at the vertices of a polygon - in the cross section - and connected with each other by wind bracings which stiffen the so formed reticular structure, the ends of the longitudinal beams being molded in order to fit, by junction couplings, the ends of the longitudinal beams of an adjacent component, and further comprising - in order to allow the formation of cambers and broken line structures with limited mutual slant-joints slightly different in length from one another and suitable for engaging the ends of the corresponding longitudinal beams of two components to be connected with each other to form an angle.
5. Assembly as per claim 4, wherein said joints are of at least two different lengths, in orderto allow a connection of two adjacent components that forms an angle of about 10o.
6. Assembly as per claim 5, comprising reticular components with triangular development in the cross section and in order to connect two adjacent components that form an angle, three joints of two different lengths, the connection being angular in a common symmetry plane of the two adjacent components.
7. Assembly as per claim 4 further comprising connection couplings for the joints and the longitudinal beams, said connection couplings being able to be coupled at one side to the ends of the longitudinal beams of said assembly components and on the other side to said joints suitable for the mutual slant, these joints being correspondingly curved or bent.
8. Assembly as per claim 7, wherein said couplings include; at the ends of the longitudinal beams of the assembly components and at the ends of the joint, extensions profiled with grooves and in any case with hollows and prominences for a fixing; and a coupling box in at least two parts coupled in a longitudinal plane, the two parts of the coupling box being provided with seats in order to include and to engage the extensions of the longitudinal beams and of the joints and being the two parts connected with each other by at least one transverse bolt and generally orthogonal to the/a connection plane.
9. Assembly as per claim 3, further comprising a terminal for trestle type stanchions, with a nucleous designed in order to receive the member to be supported and with appendixes radially orientated and downwards slanting rising from the nucleous, the ends of the appendixes combining with the ends of the longitudinal beams of the trestle type stanchion.
10. Assembly as per claim 9, further comprising three appendixes suitable for combining with the ends of the three longitudinal beams, placed triangu larly, of the stanchion.
11. Assembly as per claim 3, further comprising a bracket type support to support a lamp or similar, to be fixed to a trestle type stanchion or similar, this bracket type support involving linear elements which develop from a nucleous designed to receive the member to be supported, and which ends at a structure for the fixing to the stanchion; trestle type stems extending between these linear elements.
12. Assemblyasperclaim 11, comprising three linear elements, placed triangularly, two of them being at the upper level, symmetrical, the third at the lower level being central and symmetrical which develops curved below the nucleous.
13. Assembly as per claim 12, wherein said structure for the fixing to the stanchion is a plate that engages the three linear elements at three points placed as an isosceles and, in particular, an equilateral triangle with the vertex downwards.
14. Assembly as per claim 13,whereinsaid trestle type stanchion is triangular in the cross section and wherein three supports at the same level are fixed on the three lateral fronts of the stanchion, in ordertoform a multiple lamp.
15. A reticular, polyhedral, structural component having a polygonal cross-section and comprising longitudinal beams defining its edges, and slanting tension bars connected between said beams to define planar faces of the component, the beam ends capable of connection with other reticular, polyhedral components to form a complete structure for outside locations.
16. Acomponent according to claim 15, in the form of a stanchion and having a base at one end of said beams.
17. A component according to claim 15, in the form of an angled bracket for interconnecting two reticular components.
18. A component according to claim 15, in the form of a straight section for forming part of an arch.
19. A reticular structural component substantially as described herein with reference to the accompanying drawings.
20. An assembly of reticular structural components substantially as described herein with reference to the accompanying drawings.
21. A complete structure for outside use, comprised of reticular structural components, substantially as herein described with reference to the accompanying drawings.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT1182684U IT8411826V0 (en) | 1984-09-18 | 1984-09-18 | A TRUSSED MAST, SUITABLE FOR EXTERNAL RETICULAR STRUCTURES AND FOR PILEING OF LAMPS OR OTHER, WITH BASE PLATE AND REINFORCEMENT TISSUES |
IT1182784U IT8411827V0 (en) | 1984-09-18 | 1984-09-18 | RETICULAR STRUCTURE WITH MODULAR ELEMENTS FOR EXTERIORS, WITH FITTINGS OF LIMITED LENGTH DIFFERENTIATED TO CONNECT CONTACT ELEMENTS WITH MUTUAL ANGLE |
IT1182884U IT8411828V0 (en) | 1984-09-18 | 1984-09-18 | TERMINAL FOR TRUNK UPRIGHTS, CONTAINING A NUCLEO OF RADIAL APPENDICES THAT CONNECT TO THE END OF LONGITUDINAL ELEMENTS OF THE UPRIGHTS |
IT1182584U IT8411825V0 (en) | 1984-09-18 | 1984-09-18 | EXTENDING ARM SUPPORT, DEVELOPED AS A TRUSS AND SUITABLE TO SUPPORT A LAMP OR OTHER |
Publications (3)
Publication Number | Publication Date |
---|---|
GB8505885D0 GB8505885D0 (en) | 1985-04-11 |
GB2164674A true GB2164674A (en) | 1986-03-26 |
GB2164674B GB2164674B (en) | 1988-05-25 |
Family
ID=27452729
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB08505885A Expired GB2164674B (en) | 1984-09-18 | 1985-03-07 | Assembly of reticular, structural components |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2164674B (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2189274A (en) * | 1986-04-17 | 1987-10-21 | Just Japan Co Ltd | Load bearing pillar with load bearing base plate |
EP0386891A1 (en) * | 1989-03-07 | 1990-09-12 | Sylvan R. Shemitz Associates, Inc. | Universal modular lighting system |
EP0398068A1 (en) * | 1989-05-19 | 1990-11-22 | Christoph Kaesbohrer | Connection for beams |
FR2652852A1 (en) * | 1989-10-06 | 1991-04-12 | Martin Ghislaine | CONSTRUCTION WITH COVERING SHELTERING SHELTERS FROM MODULAR REMOVABLE ELEMENTS. |
GB2332376A (en) * | 1997-12-19 | 1999-06-23 | Anglian And Midland Sports Sur | Fencing system for a tennis court |
EP1358392A2 (en) * | 2000-07-28 | 2003-11-05 | Brigham Young University | Iso-truss structure |
ES2199638A1 (en) * | 2001-06-27 | 2004-02-16 | Fundacion Ct De Tecnologias Ae | Universal column of anchoring hydraulic actuators and test specimens (Machine-translation by Google Translate, not legally binding) |
ES2199658A1 (en) * | 2001-12-17 | 2004-02-16 | Fundacion Ct De Tecnologias Ae | Universal anchoring system, to position test specimens. (Machine-translation by Google Translate, not legally binding) |
GB2444327A (en) * | 2006-12-01 | 2008-06-04 | Conder Structures Ltd | Multi-part column assembly for a building structure |
US10557267B2 (en) | 2017-03-06 | 2020-02-11 | Isotruss Industries Llc | Truss structure |
US10584491B2 (en) | 2017-03-06 | 2020-03-10 | Isotruss Industries Llc | Truss structure |
USD895157S1 (en) | 2018-03-06 | 2020-09-01 | IsoTruss Indsutries LLC | Longitudinal beam |
USD896401S1 (en) | 2018-03-06 | 2020-09-15 | Isotruss Industries Llc | Beam |
US20240065187A1 (en) * | 2019-04-08 | 2024-02-29 | Reinke Manufacturing Company, Inc. | Irrigation system having improved construction system and adjustable crown height |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113137086B (en) * | 2021-03-19 | 2022-11-25 | 中国建筑第八工程局有限公司 | Temporary supporting device for steel structure construction and construction method thereof |
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Publication number | Priority date | Publication date | Assignee | Title |
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GB283406A (en) * | 1927-06-07 | 1928-01-12 | Fritz Berg | Improvements relating to masts for supporting high tension electric cables |
GB284603A (en) * | 1927-01-31 | 1928-10-11 | Julius Pintsch Aktiengesellschaft | |
GB369820A (en) * | 1930-07-22 | 1932-03-31 | Budd Edward G Mfg Co | Improvements in or relating to trusses particularly for use in aircraft structures |
GB383449A (en) * | 1931-12-12 | 1932-11-17 | Percy Charles Barton | Improvements relating to masts, poles, or like supports and their manufacture |
GB566120A (en) * | 1943-05-11 | 1944-12-14 | Alexander Matheson Robertson | Improvements in and relating to the construction of houses and other buildings |
GB1135077A (en) * | 1965-08-16 | 1968-11-27 | Granger Associates | Tall column structure |
US3670471A (en) * | 1970-05-12 | 1972-06-20 | All Products Co | Sectional tower structure |
US3798864A (en) * | 1970-10-16 | 1974-03-26 | Georgii B | Supporting structures and methods of making them |
GB2043758A (en) * | 1979-03-05 | 1980-10-08 | Hydro Betong Ab | Space framework |
GB2044830A (en) * | 1979-03-24 | 1980-10-22 | Frazer & Sons Ltd R | Latticed constructions |
-
1985
- 1985-03-07 GB GB08505885A patent/GB2164674B/en not_active Expired
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB284603A (en) * | 1927-01-31 | 1928-10-11 | Julius Pintsch Aktiengesellschaft | |
GB283406A (en) * | 1927-06-07 | 1928-01-12 | Fritz Berg | Improvements relating to masts for supporting high tension electric cables |
GB369820A (en) * | 1930-07-22 | 1932-03-31 | Budd Edward G Mfg Co | Improvements in or relating to trusses particularly for use in aircraft structures |
GB383449A (en) * | 1931-12-12 | 1932-11-17 | Percy Charles Barton | Improvements relating to masts, poles, or like supports and their manufacture |
GB566120A (en) * | 1943-05-11 | 1944-12-14 | Alexander Matheson Robertson | Improvements in and relating to the construction of houses and other buildings |
GB1135077A (en) * | 1965-08-16 | 1968-11-27 | Granger Associates | Tall column structure |
US3670471A (en) * | 1970-05-12 | 1972-06-20 | All Products Co | Sectional tower structure |
US3798864A (en) * | 1970-10-16 | 1974-03-26 | Georgii B | Supporting structures and methods of making them |
GB2043758A (en) * | 1979-03-05 | 1980-10-08 | Hydro Betong Ab | Space framework |
GB2044830A (en) * | 1979-03-24 | 1980-10-22 | Frazer & Sons Ltd R | Latticed constructions |
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2189274A (en) * | 1986-04-17 | 1987-10-21 | Just Japan Co Ltd | Load bearing pillar with load bearing base plate |
US4800694A (en) * | 1986-04-17 | 1989-01-31 | Tsugarusoken Co., Ltd. | Place-on type assemblage structure |
GB2189274B (en) * | 1986-04-17 | 1990-05-23 | Just Japan Co Ltd | Free-standing vehicle parking structure |
EP0386891A1 (en) * | 1989-03-07 | 1990-09-12 | Sylvan R. Shemitz Associates, Inc. | Universal modular lighting system |
EP0398068A1 (en) * | 1989-05-19 | 1990-11-22 | Christoph Kaesbohrer | Connection for beams |
WO1990014522A1 (en) * | 1989-05-19 | 1990-11-29 | Christoph Kaesbohrer | Bearer joint |
FR2652852A1 (en) * | 1989-10-06 | 1991-04-12 | Martin Ghislaine | CONSTRUCTION WITH COVERING SHELTERING SHELTERS FROM MODULAR REMOVABLE ELEMENTS. |
WO1991005124A1 (en) * | 1989-10-06 | 1991-04-18 | Ghislaine Charondiere | Construction with cover acting as shelter and built from dismontable modular elements |
GB2332376A (en) * | 1997-12-19 | 1999-06-23 | Anglian And Midland Sports Sur | Fencing system for a tennis court |
GB2332376B (en) * | 1997-12-19 | 2002-05-22 | Anglian And Midland Sports Sur | Fencing systems and uprights therefor |
EP1358392A2 (en) * | 2000-07-28 | 2003-11-05 | Brigham Young University | Iso-truss structure |
EP1358392A4 (en) * | 2000-07-28 | 2009-06-03 | Univ Brigham Young | Iso-truss structure |
ES2199638A1 (en) * | 2001-06-27 | 2004-02-16 | Fundacion Ct De Tecnologias Ae | Universal column of anchoring hydraulic actuators and test specimens (Machine-translation by Google Translate, not legally binding) |
ES2199658A1 (en) * | 2001-12-17 | 2004-02-16 | Fundacion Ct De Tecnologias Ae | Universal anchoring system, to position test specimens. (Machine-translation by Google Translate, not legally binding) |
GB2444327A (en) * | 2006-12-01 | 2008-06-04 | Conder Structures Ltd | Multi-part column assembly for a building structure |
US10557267B2 (en) | 2017-03-06 | 2020-02-11 | Isotruss Industries Llc | Truss structure |
US10584491B2 (en) | 2017-03-06 | 2020-03-10 | Isotruss Industries Llc | Truss structure |
USD970754S1 (en) | 2017-03-06 | 2022-11-22 | Isotruss Industries Llc | Longitudinal beam |
USD895157S1 (en) | 2018-03-06 | 2020-09-01 | IsoTruss Indsutries LLC | Longitudinal beam |
USD896401S1 (en) | 2018-03-06 | 2020-09-15 | Isotruss Industries Llc | Beam |
USD1027223S1 (en) | 2018-03-06 | 2024-05-14 | IsoTruss, Inc. | Beam |
US20240065187A1 (en) * | 2019-04-08 | 2024-02-29 | Reinke Manufacturing Company, Inc. | Irrigation system having improved construction system and adjustable crown height |
US12069991B2 (en) | 2019-04-08 | 2024-08-27 | Reinke Manufacturing Co., Inc. | Irrigation system having improved construction system and adjustable crown height |
Also Published As
Publication number | Publication date |
---|---|
GB2164674B (en) | 1988-05-25 |
GB8505885D0 (en) | 1985-04-11 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |