EP0225299B1 - Improved bar for plane lattice spatial structures without junction knots - Google Patents
Improved bar for plane lattice spatial structures without junction knots Download PDFInfo
- Publication number
- EP0225299B1 EP0225299B1 EP86830363A EP86830363A EP0225299B1 EP 0225299 B1 EP0225299 B1 EP 0225299B1 EP 86830363 A EP86830363 A EP 86830363A EP 86830363 A EP86830363 A EP 86830363A EP 0225299 B1 EP0225299 B1 EP 0225299B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- flanges
- bar
- bars
- geometrical
- planes
- 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
Links
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 230000001419 dependent effect Effects 0.000 claims description 3
- 239000002356 single layer Substances 0.000 claims 1
- 238000001125 extrusion Methods 0.000 description 4
- 238000007792 addition Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, 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
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1936—Winged profiles, e.g. with a L-, T-, U- or X-shaped 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
- E04B2001/1975—Frameworks where the struts are directly connected to each other, i.e. without interposed connecting nodes or plates
Definitions
- TmH invention relates to an improved type bar for junction planar three-dimensional lattice or truss structures without junction knots, and the structures formed in this way.
- Three-dimensional lattice structures are known, particularly for covering more or less extended areas, which are assembled by connecting together metal rods or bars in various ways, being required in any case some kind of connecting knot elements at the joints, even in the instance of single or multi-layered planar truss structures.
- the rods whose geometrical axes effectively converge in a single point are never directly joined to each other, but it has always been preferred to provide the mutual connections by means of an auxiliary element that materializes, so to speak, the geometrical knot.
- a number of embodiments are known for said connecting knot elements, of more or less complex construction depending upon the type of structure to be obtained, and in particular upon the number of rods converging towards each knot, but, in any case, it is necessary that in addition to the rods, provision is also made for these usually expensive elements which require skilled labour for the assembly thereof. While this can all be justified, from a financial point of view, for important structures, designed to cover very large size areas, it is not so for less extended ceilings, where it would be desirable to use, as the only structural members, extruded material rods made for instance from aluminum alloy, and the related fastening means.
- a space frame which is constructed of elongated members having the above mentioned desired features, with the possibility of direct interconnections of the members to one another without the use of a hub.
- the angle between the arms of the "X” shape or "Y” shape are fixed (90° or 120°), the angle formed by the various members of the space frame also cannot be varied.
- the bar or rod of the invention is formed as a X-shaped elongate member thus with four flanges, each flange having a first surface which defines a plane belonging to a sheaf of planes having its axis coincident with the longitudinal axis of said bar, the other surface or each rod flange being offset from the plane of the sheaf, the radial planes of the flanges relating to said first surfaces, at least at the bar ends, define therebetween an angle which is dependent on the angles formed by the geometrical axes of the bars converging into the same nodal point with respect to a system of three coordinate axes having its origin in the convergence point, as a function of the respective direction cosines, whereby coupling of a number of identical bars with flanges having the same angular orientation is provided by overlapping the flanges corresponding to conjugate connecting planes in a position of a planar coincident relationship.
- Figures 1 and 1a show a planar three-dimensional lattice structure, in particular a single-layered structure, that can be advantageously built by fastening the bars of the invention to each other without nodal connecting elements in the areas where several bars meet, which are shown here simply by the longitudinal axes thereof.
- This kind of a structure which could of course comprise two or more layers, one over the other, includes a certain number of square loop elements 10 adjacent to each other, and forming the base of pyramidal elements 3 whose apex is located in a geometrical knot point 0.
- Rods or bars 1 form the sides and the diagonals of loop elements 10 and of pyramidal elements 3. In the case shown here, a maximum of eight rods 1 can converge towards an apex 0, while in the instance where more layers are provided the rods can be twelve in number.
- bars 1 An essential requirement that has to be met by bars 1 according to this invention is that they must have substantially radial members, or suitably oriented "flanges" 5, in order to define, about the bar longitudinal axis, such angles as to allow for an overlapping in a position of geometrical planar coincidence of the conjugate ftanges belonging to bars whose axes converge in the same joint point 0 which is the virtual center of the knot or, as it could be better defined, a "no-knot node” since the same point is not materalized in the space as an actual structure element.
- the angular arrangement of flanges 5 of a certain bar 1 is then related according to the invention, to the angles mutually formed by the same bars to each other, or better by the longitudinal axes thereof.
- FIG. 2 and 2a said concept is better described making reference to a purely geometrical representation, respectively of a single pyramidal element 3, taken out of a square looped lattice structure, as shown in Figures 1 and 1a, and of a node 0' taken as the origin of a set of three coordinate axes in order to determine the angle orientation of a diagonal rod having its origin in said node.
- the subject diagonal rod is that designated 1' in Figure 2 wherein there is also shown the three coordinate axes x, y, and z, then reproduced in Figure 2a.
- a unitary length of rod 1' whose components along the three coordinate axes are a, b, and c, respectively, while the angles that said unitary length form with the three coordinate axes in the planes marked by shading respectively with horizontal lines, sloping lines and dots have been shown as a, ⁇ , y.
- the longitudinal geometrical axis of the bars is considered as the axis of a sheaf of planes whose direction cosines coincide with those of the bars; among the planes belonging to said sheaf just those conjugate planes are determined, as shown in Figures 3a and 3b, which provide the geometrical coupling planes, in particular by means of the above equation.
- the contact surfaces between two matching flanges are determined in this way, as indicated on the drawing by a thicker dash-and-dot line, but of course the flanges have a thickness, limited only by the size of mechanical junction elements in addition to cost evaluations related to the weight of the overall structure. Due to said thickness the flanges cannot be defined as actually radial with respect to the bar geometrical axis as, if a surface thereof coincides with one of said planes, this is not true for the second one which will be offset from said plane, for all the flanges of a same bar, in the same direction, clockwise or counterclockwise, when rotating around the bar geometrical axis as it is shown in Figure 3a (counterclockwise rotation).
- the values of the angles defined between the flange planes depend upon the geometrical properties of the modular lattice structure, and therefore they depend for instance, upon the different height that is desired for the structural layer of Figure 1, since the diagonal rod angles, and consequently the direction cosines thereof, are in fact a function of said height,
- the calculations show that the bar flanges form alternate angles whose values are approximately 70°31'44" and the supplement value thereof i.e. 109°28'16".
- Rods 5 have been shown here as X-shaped rods and bars, and in Figure 4 without the central intersection area, whereby they are caused to be lightened while of course an outer tubular element (not shown) is provided, which encirlces and rigidly restrains the flanges.
- connection surface and its efficiency are increased, but obviously other different embodiments are possible (as shown for instance in Figure 4a) among those hereinafter disclosed taking into account in particular that the bar can have any desired shape, with any desired flange orientation, provided that, at least at the ends thereof designed for connection to other bars, its flanges have the orientation necessary to ensure that the flanges can overlap at conjugate connection planes.
- the diagonal rods provide the connecting element between the stringers.
- FIGs 4 and 4a there is also schematically shown the fastening means 7 for mechanical connection of the overlapping flanges of bars converging towards the centre point 0, having only the function of withstanding shear stresses.
- this invention provides for use of an expansion head type bolt which is described in the following referring to Figure 5.
- Bolt 11 is shown in a side view outside a rod 1 having flanges 5 shaped as shown in Figure 4 or, more completely, in Figure 9, in addition to a sectional view where it is shown tightened with expanded head for the fastening of two flanges of two separate associated bars.
- an expansion head bolt 11 which advantageously embodies a fastening device 7, comprises a partially threaded shank 21 provided with a central through bore, a cylindrical pin 23 being housed in said through bore and having an end thereof shaped as a square tang 23a, while the other end is shaped as a conical disc 25. Both ends 23a and 25 project from Shank 21 and pin 23 is made integral therewith by means of a suitable bonding adhesive.
- the size of the maximum diameter section of pin conical head 25 is equal, and in any case no larger than the outer diameter of shank 21, in order to define, together with the associate end of shank 21, a cavity adapted to provide a seat for helical spring 20 whose inner end is attached to pin 23, said spring being normally held into position by a washer 27 whose inner diameter corresponds, irrespectively of a small clearance, to the outer diameter of shank 21.
- a tightening nut 29 is screwed.
- Figures 6 to 13 some examples of four flanged rod cross-sections are shown, all of which can be circumscribed in a circle, among them those of Figures 6, 7 and 8 having a continuous open X-shape, which in Figures 7 and 8 is provided with dependent peripheral elements.
- Figures 9 and 10 show two additional examples of bars formed of enclosed tubular elements having inner or outer flanges; i.e. converging from the periphery towards the center of diverging towards the periphery, respectively.
- FIG. 11 is rather different, but always in accordance with the requirements of the invention, as it comprises a simple tubular element having local flanges, only at each rod end, wherein the flanges are formed for instance by plastic deformation of the tube, or by addition of material.
- the flanges have the required angular orientation to allow for coupling with conjugate flanges of converging rods, even though at the ends only, for instance by means of material added. It is understood that where the necessary shape is provided at the ends only, the advantage of obtaining a constant cross-section bar by means of a simple extrusion process is lost.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
- TmH invention relates to an improved type bar for junction planar three-dimensional lattice or truss structures without junction knots, and the structures formed in this way.
- Three-dimensional lattice structures are known, particularly for covering more or less extended areas, which are assembled by connecting together metal rods or bars in various ways, being required in any case some kind of connecting knot elements at the joints, even in the instance of single or multi-layered planar truss structures. In fact, the rods whose geometrical axes effectively converge in a single point are never directly joined to each other, but it has always been preferred to provide the mutual connections by means of an auxiliary element that materializes, so to speak, the geometrical knot. A number of embodiments are known for said connecting knot elements, of more or less complex construction depending upon the type of structure to be obtained, and in particular upon the number of rods converging towards each knot, but, in any case, it is necessary that in addition to the rods, provision is also made for these usually expensive elements which require skilled labour for the assembly thereof. While this can all be justified, from a financial point of view, for important structures, designed to cover very large size areas, it is not so for less extended ceilings, where it would be desirable to use, as the only structural members, extruded material rods made for instance from aluminum alloy, and the related fastening means.
- From AU-B-520 837 a space frame is known which is constructed of elongated members having the above mentioned desired features, with the possibility of direct interconnections of the members to one another without the use of a hub. However, it is always necessary to have two different types of members, not only the lengths ("short" and "long' members) but also the sectional shapes ("X" and "Y" members) differ. Furthermore, as the angle between the arms of the "X" shape or "Y" shape are fixed (90° or 120°), the angle formed by the various members of the space frame also cannot be varied.
- It is therefore an object of this invention to provide a rod or bar of the kind mentioned above, comprising substantially radial flanges, where the rod can be obtained through a simple extrusion process, and is adapted to be connected to other identical rods, all having the same shape in cross-section and converging with their longitudinal axes towards a single geometrical center of a virtual knot, without interposition of connecting means at the joint, but only by means of the mechanical fastening of the conjugate rod flanges, overlapping each other. Said mechanical fastening obtained by means of ordinary bolts, rivets, pins and so on, or preferably, where justified, by means of a bolt particularly adapted to be inserted in the narrow areas between said rod flanges, provides for the necessary stiffness to the three-dimensional structure thus assembled. Furthermore, the angles defined between the flanl/e5 are so calculated so as to ensure that
- The bar or rod of the invention is formed as a X-shaped elongate member thus with four flanges, each flange having a first surface which defines a plane belonging to a sheaf of planes having its axis coincident with the longitudinal axis of said bar, the other surface or each rod flange being offset from the plane of the sheaf, the radial planes of the flanges relating to said first surfaces, at least at the bar ends, define therebetween an angle which is dependent on the angles formed by the geometrical axes of the bars converging into the same nodal point with respect to a system of three coordinate axes having its origin in the convergence point, as a function of the respective direction cosines, whereby coupling of a number of identical bars with flanges having the same angular orientation is provided by overlapping the flanges corresponding to conjugate connecting planes in a position of a planar coincident relationship.
- More precisely, if the angle defined by the above mentioned planes is (p and the supplemental thereof, its value is given by tan (p=―c/b with b and c being two of the three direction cosines of the longitudinal axis of each bar designed to converge into the same center of the joint or nodal point.
- Other objects, advantages and features of the bar according to this invention, and of the corresponding structure provided thereby, will be apparent to those skilled in the art, from the following description of some embodiments, given as non-limiting examples with reference to the attached drawings, in which:
- Figures 1 and 1a show a perspective view of a square looped pattern, single-layered truss structure in a general schematic view, and of a section of the same structure hatched in Figure 1 and shown in a larger scale, respectively;
- Figures 2 and 2a are geometrical representations of a pyramidal lattice section forming square loop of Figure 1, and of the diagonal rods converging towards a point taken as the origin of three coordinate axes, respectively;
- Figures 3a and 3b are two schematic views of a bar according to this invention, to show two different construction approaches thereof;
- Figures 4 and 4a show a perspective view and an exploded section in polar coordinates, respectively, for the connection formed by the bars according to this invention and visible in the foreground for a structure according to Figures 1 and 1a;
- Figure 5 shows a schematic view of a bolted joint of bars according to this invention, particularly of the kind shown in the following Figure 8, to emphasize the design and operation of the expansion head bolt according to the invention;
- Figures 6 to 13 show end views of several embodiments of four-flanged bars, all of which can be inscribed in a circle;
- Figures 14 and 15 show two further embodiments of four-flanged bars of the invention, having peripheral square shaped profiles, closed and open, respectively.
- Referring now to the drawings, Figures 1 and 1a show a planar three-dimensional lattice structure, in particular a single-layered structure, that can be advantageously built by fastening the bars of the invention to each other without nodal connecting elements in the areas where several bars meet, which are shown here simply by the longitudinal axes thereof. This kind of a structure, which could of course comprise two or more layers, one over the other, includes a certain number of
square loop elements 10 adjacent to each other, and forming the base of pyramidal elements 3 whose apex is located in a geometrical knot point 0. Rods or bars 1 form the sides and the diagonals ofloop elements 10 and of pyramidal elements 3. In the case shown here, a maximum of eight rods 1 can converge towards an apex 0, while in the instance where more layers are provided the rods can be twelve in number. - An essential requirement that has to be met by bars 1 according to this invention is that they must have substantially radial members, or suitably oriented "flanges" 5, in order to define, about the bar longitudinal axis, such angles as to allow for an overlapping in a position of geometrical planar coincidence of the conjugate ftanges belonging to bars whose axes converge in the same joint point 0 which is the virtual center of the knot or, as it could be better defined, a "no-knot node" since the same point is not materalized in the space as an actual structure element. The angular arrangement of
flanges 5 of a certain bar 1 is then related according to the invention, to the angles mutually formed by the same bars to each other, or better by the longitudinal axes thereof. - Referring now to Figures 2 and 2a said concept is better described making reference to a purely geometrical representation, respectively of a single pyramidal element 3, taken out of a square looped lattice structure, as shown in Figures 1 and 1a, and of a node 0' taken as the origin of a set of three coordinate axes in order to determine the angle orientation of a diagonal rod having its origin in said node. The subject diagonal rod is that designated 1' in Figure 2 wherein there is also shown the three coordinate axes x, y, and z, then reproduced in Figure 2a. In the latter figure there has been indicated with p a unitary length of rod 1', whose components along the three coordinate axes are a, b, and c, respectively, while the angles that said unitary length form with the three coordinate axes in the planes marked by shading respectively with horizontal lines, sloping lines and dots have been shown as a, β, y. The following equations can be obtained:
element 10, or base of the pyramidal element 3. - It has been found that the angular orientation of
flanges 5 of each bar 1 has to be a function of said direction cosines in order to obtain a mutual planar direct flange connection in a point where the bars meet. In the far preferred instance, i.e. that of four-flanged bars having X-arranged flanges to form square loop elements of a pyramidal configuration, angle (p between these flanges, as shown in Figures 3a and 3b, is simply given by the following equation: - Based on the foregoing, the values of the angles defined between the flange planes depend upon the geometrical properties of the modular lattice structure, and therefore they depend for instance, upon the different height that is desired for the structural layer of Figure 1, since the diagonal rod angles, and consequently the direction cosines thereof, are in fact a function of said height, In particular, based upon the aforementioned equation tan (p=-c/b and for a structure composed of pyramidal lattice elements where all the bars have the same length (i.e. diagonal rods of same length as those forming the sides of each loop) the calculations show that the bar flanges form alternate angles whose values are approximately 70°31'44" and the supplement value thereof i.e. 109°28'16".
- In Figures 4 and 4a there is shown the meeting area, about a nodal point 0, of only the rods visible in the foreground among the twelve that can converge with their geometrical axes in the point 0, of a two-layered pyramidal lattice structure.
Rods 5 have been shown here as X-shaped rods and bars, and in Figure 4 without the central intersection area, whereby they are caused to be lightened while of course an outer tubular element (not shown) is provided, which encirlces and rigidly restrains the flanges. In this way the connection surface and its efficiency are increased, but obviously other different embodiments are possible (as shown for instance in Figure 4a) among those hereinafter disclosed taking into account in particular that the bar can have any desired shape, with any desired flange orientation, provided that, at least at the ends thereof designed for connection to other bars, its flanges have the orientation necessary to ensure that the flanges can overlap at conjugate connection planes. As it is apparent from Figure 4a, the diagonal rods provide the connecting element between the stringers. - In Figures 4 and 4a there is also schematically shown the fastening means 7 for mechanical connection of the overlapping flanges of bars converging towards the centre point 0, having only the function of withstanding shear stresses. As a consequence, in order to solve the problem of the limited room available to insert and to tighten means 7, in particular where the angle between the flanges is less than 90°, this invention provides for use of an expansion head type bolt which is described in the following referring to Figure 5.
Bolt 11 is shown in a side view outside a rod 1 havingflanges 5 shaped as shown in Figure 4 or, more completely, in Figure 9, in addition to a sectional view where it is shown tightened with expanded head for the fastening of two flanges of two separate associated bars. In fact it is apparent that insertion of a normal screw having a head integral with the shank, and tightening thereof by means of a nut, would prove to be very difficult, if not impossible, also because screwing operations on a structure made up of bars according to the invention have necessarily to be performed sideways of the screw. - Referring now to Figure 5, an
expansion head bolt 11 which advantageously embodies a fastening device 7, comprises a partially threadedshank 21 provided with a central through bore, acylindrical pin 23 being housed in said through bore and having an end thereof shaped as asquare tang 23a, while the other end is shaped as aconical disc 25. Both ends 23a and 25 project from Shank 21 andpin 23 is made integral therewith by means of a suitable bonding adhesive. The size of the maximum diameter section of pinconical head 25 is equal, and in any case no larger than the outer diameter ofshank 21, in order to define, together with the associate end ofshank 21, a cavity adapted to provide a seat forhelical spring 20 whose inner end is attached topin 23, said spring being normally held into position by awasher 27 whose inner diameter corresponds, irrespectively of a small clearance, to the outer diameter ofshank 21. At the opposite, outerly threaded end of the shank, in the proximity oftang 23a a tighteningnut 29 is screwed. - Thereby the
bolt 11 can be inserted and tightened in any case operating from the same side, i.e. the side oftang 23a, no operation being necessary on the other side of the bolted connection, that side having been chosen that affords more room available, i.e. a larger angular opening, as it is apparent from Figure 5. First,shank 21 carrying the pin integral therewith is inserted in the aperture provided on the flanges to be joined, starting withend 25. Once washer 27, obviously larger than the through bore, has come into contact with the flanges to be joined,tang 23a is caused to back up by hitting it with a suitable tool, and in meantime the seat ofhelical spring 20 is released whereas the spring is still compressed when passing through aperture offlanges 5, and eventually expands coming out of the opposite side, until it takes the form of open head as shown in cross-section in Figure 5. To make the disengagement ofspring 20 fromwasher 27 easier, the inner opening of the latter is chamfered. Thereafter tightening is performed by keeping the shank stationary throughpin tang 23a and screwing at the same timehexagonal nut 29 up until the two flanges to be joined are tightly clamped between the expanded head formed ofspring 20, and washer 27. - It is possible to disassemble the flanges and therefore, the structure, either partially or completely, by holding with a suitable hooked tool the helical spring head whereby it is made to coil up on itself while the pin is rotated through
tang 23a. The shank is then taken out by hitting it atend 25, for instance by means of the same hooked tool which can be inserted in a narrow space, or removing the same by means of the tang as well. - Referring now to Figures 6 to 13, some examples of four flanged rod cross-sections are shown, all of which can be circumscribed in a circle, among them those of Figures 6, 7 and 8 having a continuous open X-shape, which in Figures 7 and 8 is provided with dependent peripheral elements. Figures 9 and 10 show two additional examples of bars formed of enclosed tubular elements having inner or outer flanges; i.e. converging from the periphery towards the center of diverging towards the periphery, respectively. While the exemplary embodiment of Figure 6 has already been shown in Figure 4a, the one of Figure 9 has already been shown in Figures 4 and 5, and in particular in Figure 4 without the tubular peripheral part, also because in this case, as usual when dealing with closed profiles, or with open cross-section with peripheral elements, the crossing near the joint nodes is obtained by removing the peripheral portions. All of these different available shapes of the bar cross-sections are advantageously obtained simply by extrusion for instance from aluminium alloys, as well as the embodiments of Figure 12 showing a variation of Figure 6, where two opposite closed peripheral elements are provided, and of Figure 13 which can be considered in turn a variation of Figure 12, where two flanges on the same radial plane are cut in the central area.
- The embodiment of Figure 11 is rather different, but always in accordance with the requirements of the invention, as it comprises a simple tubular element having local flanges, only at each rod end, wherein the flanges are formed for instance by plastic deformation of the tube, or by addition of material. On the other hand, as already mentioned, no matter how the bars are obtained, the only essential and sufficient condition is that the flanges have the required angular orientation to allow for coupling with conjugate flanges of converging rods, even though at the ends only, for instance by means of material added. It is understood that where the necessary shape is provided at the ends only, the advantage of obtaining a constant cross-section bar by means of a simple extrusion process is lost.
- It is finally possible to use rods whose flanges are circumscribed inside a peripheral square enclosure completely or partially closed, as it is shown in Figures 14 and 15 respectively. It should be noted that the outer upper and lower planes can be completed by using stub sections of the missing diagonals, or by means of wings made as lengths of the missing diagonal rod flanges.
- In such a way, with no need for structural elements other than the abovementioned rods which are available through extrusion, subjected to the only cutting (at size or in order to take away the peripheral enclosures at the node areas), and drilling operations to allow for bolt insertion, as well as bolt tightening, also by hiring unskilled labour it is possible to assemble roof covering of a fairly large size. The peripheral complementary members mentioned above, besides fulfilling a structural function, can also be utilized as a connecting means for vertical panels, or horizontal panelling for covering or ceiling.
- Possible additions and/or modifications can be made by those skilled in the art to the embodiments described above of the structural bar according to the invention, without exceeding the scope of this invention. In particular different cross-sectional shapes from those shown can be adopted, provided that they meet the requirements concerning mutual orientation of the flanges.
Claims (10)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT23108/85A IT1186403B (en) | 1985-12-05 | 1985-12-05 | PERFECTED ROD FOR FORMING FLAT SPATIAL LICENSE STRUCTURE WITHOUT CONNECTION NODES |
IT2310885 | 1985-12-05 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0225299A2 EP0225299A2 (en) | 1987-06-10 |
EP0225299A3 EP0225299A3 (en) | 1987-08-26 |
EP0225299B1 true EP0225299B1 (en) | 1990-10-10 |
Family
ID=11203861
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP86830363A Expired EP0225299B1 (en) | 1985-12-05 | 1986-12-05 | Improved bar for plane lattice spatial structures without junction knots |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0225299B1 (en) |
DE (1) | DE3674889D1 (en) |
IT (1) | IT1186403B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI96440C (en) * | 1995-02-13 | 1996-06-25 | Rautaruukki Oy | Truss construction without knots |
ES2328201B1 (en) * | 2007-03-30 | 2010-09-15 | Jaime Alberto Sarmiento Ocampo | MODULAR INDUSTRIALIZED AUTOCONSTRUCTION AND CLIMATE CONTROL BY NATURAL VENTILATION. |
ES2387143B1 (en) | 2010-10-21 | 2013-04-15 | Europea De Construcciones Metalicas, S.A. | "DIRECT CONNECTION BETWEEN A TUBE AND A FLAT ELEMENT" |
EP3518708A4 (en) | 2016-09-29 | 2020-05-27 | Steelcase Inc. | Compliant seating structure |
EP4030968A4 (en) | 2019-09-18 | 2023-10-04 | Steelcase Inc. | Body support member with lattice structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU520837B2 (en) * | 1977-05-17 | 1982-03-04 | Hibble, R.M. | Space frame |
-
1985
- 1985-12-05 IT IT23108/85A patent/IT1186403B/en active
-
1986
- 1986-12-05 DE DE8686830363T patent/DE3674889D1/en not_active Expired - Fee Related
- 1986-12-05 EP EP86830363A patent/EP0225299B1/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
EP0225299A2 (en) | 1987-06-10 |
IT8523108A0 (en) | 1985-12-05 |
DE3674889D1 (en) | 1990-11-15 |
IT1186403B (en) | 1987-11-26 |
EP0225299A3 (en) | 1987-08-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4161088A (en) | Pipe-and-ball truss array | |
US4247218A (en) | Joint for three-dimensional framed structures | |
US4509879A (en) | Joining system for triangulated structures | |
EP0225299B1 (en) | Improved bar for plane lattice spatial structures without junction knots | |
US20030226319A1 (en) | Geodesic dome assemby joint | |
US4624599A (en) | Multi-tubular truss joint and method of joining tube ends | |
EP1664453A2 (en) | Anvick aperture device and method of forming and using same | |
JPH0256455B2 (en) | ||
FI83447C (en) | Three-dimensional framework | |
CN107663904B (en) | Reticulated shell structure and box type node support thereof | |
JP3256195B2 (en) | Connection structure of space truss structure and space truss structure | |
US2578364A (en) | Hinged tubular joint | |
Hanaor | Characteristics of prefabricated spatial frame systems | |
RU215313U1 (en) | Spatial bar structure connection node | |
JP3580080B2 (en) | Frame structure | |
JP3575161B2 (en) | Truss structure | |
JPH08128115A (en) | Spherical joint for space truss and member-jointed space truss structure using the joint | |
JP2878643B2 (en) | Spherical mesh skeleton structure | |
EP0349493A1 (en) | Hollow nodal element for lattice spatial structures with ribbed profiled rods | |
JPH08210594A (en) | Tetrahedron module for tensegrity structure | |
JP2506120Y2 (en) | Single layer lattice shell using square steel pipe | |
EP0830513A1 (en) | Space joint | |
JP3162650U (en) | Crossing structure of string member and its structural frame | |
JP5411232B2 (en) | Coaxial joining system | |
JPH01182435A (en) | Lattice-shaped structural unit for shell structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): CH DE FR GB LI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): CH DE FR GB LI |
|
17P | Request for examination filed |
Effective date: 19871114 |
|
17Q | First examination report despatched |
Effective date: 19881222 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): CH DE FR GB LI |
|
REF | Corresponds to: |
Ref document number: 3674889 Country of ref document: DE Date of ref document: 19901115 |
|
ET | Fr: translation filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19911204 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 19911213 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 19911216 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19920226 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Effective date: 19921205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Effective date: 19921231 Ref country code: CH Effective date: 19921231 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19921205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Effective date: 19930831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19930901 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |