EP0225299A2 - Improved bar for plane lattice spatial structures without junction knots - Google Patents
Improved bar for plane lattice spatial structures without junction knots Download PDFInfo
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- EP0225299A2 EP0225299A2 EP86830363A EP86830363A EP0225299A2 EP 0225299 A2 EP0225299 A2 EP 0225299A2 EP 86830363 A EP86830363 A EP 86830363A EP 86830363 A EP86830363 A EP 86830363A EP 0225299 A2 EP0225299 A2 EP 0225299A2
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- EP
- European Patent Office
- Prior art keywords
- flanges
- bar
- bars
- shank
- planes
- Prior art date
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- 238000010168 coupling process Methods 0.000 claims abstract description 8
- 238000005859 coupling reaction Methods 0.000 claims abstract description 8
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 239000013589 supplement Substances 0.000 claims description 3
- 230000001419 dependent effect Effects 0.000 claims description 2
- 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
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
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- 239000002184 metal Substances 0.000 description 1
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- 230000004048 modification Effects 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
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Classifications
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- 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
- This invention relates to an improved type bar, for junction planar three-dimensional Lattice or truss structures without junction knots, the structures formed in this way and a fastening device particularly adapted to Join said bars together in such a structure.
- 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 istance 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 was 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 DCLings, 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.
- Said mechanical fastening obtained by means of ordinary bolts, rivets, pins and so on, or preferably, where justified, by means of an improved bolt particularly adapted to be inserted in the narrow areas between said rod flanges, provides the necessary stiffness to the three-dimensional structure thus assembled.
- the bar or rod of the invention is characterized by comprising at Least three substantially radiaLLy extended 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 associated plane of the sheaf, always directed to the same direction of rotation around said LongitudinaL axis or else, only in those cases where the flanges are an even number, being symmetrically arranged relative to a plane bisecting a pair of opposite angles defined by said planes, where these angles in any case, at Least at the bar ends, are such as to allow for the coupling of rods having at Least the same number of flanges with the same angles, by means of overlapping in a position of planar coincidence relationship of the flanges corresponding to conjugate connecting planes.
- Figs. 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.
- 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 flanges 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 materialized 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.
- Figs. 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 Figs. 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 Fig. 2 wherein there is also shown the three coordinate axes x, y, and z, then reproduced in Fig. 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 ⁇ , ⁇ , ⁇ .
- the foLLowing equations can be obtained: therefore a, b and c are those quantities usuaLLy defined as the diagonal rod 1' direction cosines referred to the three coordinate axes, two of which coincide with two bars of square Looped element 10, or base of the pyramidal element 3.
- 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.
- angLe ⁇ between these fLanges is simply given by the following equation: as can be verified starting from the equations given above.
- the same and the supplement 180°- ⁇ thereof identify two X-oriented planes intersecting along the bar Longitudinal axis and providing the conjugate planes which must be mutuaLLy coincident at the node geometrical virtual center (or "no-knot node").
- 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 Figs. 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 Fig.
- 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 Fig. 1, since the diagonal rod angles, and consequently the direction cosines thereof, are in fact a function of said height.
- Figs. 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 Fig. 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 encircles 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 Fig.
- 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.
- Fig. 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 Fig. 5.
- BoLt 11 is shown in a side view outside a rod 1 having fLanges 5 shaped as shown in Fig. 4 or, more completeLy, in Fig.
- an expansion head bolt 11 which advantageously embodies a fastening device 7, according to the invention 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, irrespective of a smaLL clearance, to the outer diameter of shank 21.
- a tightening nut 29 is screwed.
- the bolt 11 can be inserted and tightened in any case operating from the same side, i.e. the side of tang 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 Fig. 5.
- shank 21 carrying the pin integral therewith is inserted in the aperture provided on the flanges to be joined, starting with end 25.
- FIG. 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 Figs. 6, 7 and 8 having a continuous open X-shape, which in Figs. 7 and 8 is provided with dependent peripheral elements.
- Figs. 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 Fig. 6 has already been shown in Fig. 4a
- the one of Fig. 9 has already been shown in Figs. 4 and 5, and in particular in Fig.
- 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.
- 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.
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- Engineering & Computer Science (AREA)
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- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- This invention relates to an improved type bar, for junction planar three-dimensional Lattice or truss structures without junction knots, the structures formed in this way and a fastening device particularly adapted to Join said bars together in such a structure.
- 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 istance 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 was 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.
- It is therefore an object of this invention to provide a rod or bar of the kind mentioned above, characterized by 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 converging, at the LongitudinaL axes thereof, 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 an improved bolt particularly adapted to be inserted in the narrow areas between said rod flanges, provides the necessary stiffness to the three-dimensional structure thus assembled.
- The bar or rod of the invention is characterized by comprising at Least three substantially radiaLLy extended 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 associated plane of the sheaf, always directed to the same direction of rotation around said LongitudinaL axis or else, only in those cases where the flanges are an even number, being symmetrically arranged relative to a plane bisecting a pair of opposite angles defined by said planes, where these angles in any case, at Least at the bar ends, are such as to allow for the coupling of rods having at Least the same number of flanges with the same angles, by means of overlapping in a position of planar coincidence relationship of the flanges corresponding to conjugate connecting planes.
- According to a preferred embodiment thereof, the bar of the invention is provided with four X-shaped flanges, the radial planes associated therewith defining each other an angle ϕ and the suppLementaL thereof, respectively, where the angle value is given by tg ϕ = -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.
- Still according to this invention when each bar has at least four flanges, the obvious difficulty being experienced in tightening the fastening device between the flanges of two converging rods, due to the narrow room available, is solved by using an expansion head bolt which is tightened at the nut side, characterized by an expansion head having a helical spring housed within a suitable seat around the bolt shank and held into position by a washer which can slide around the shank to a position where it contacts a tightening nut threadable onto said shank.
- Other objects, advantages and features of the bar according to this invention, of the bolt particularly adapted for the assembly thereof, and of the corresponding structure provided thereby, will be apparent to those skilled in the art, from the following description of some mebodiments, 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 Fig. 1 and shown in a Larger scale, respectively;
- FIGURES 2 and 2a are geometrical representations of a pyramidal Lattice section forming a square Loop of Fig. 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 Fig. 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 Fig. 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 end views of two further embodiments of the bar according to the invention, three- and six-flanged; respectively; and
- FIGURES 16 and 17 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, Figs. 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 ageometrical knot point 0. Rods orbars 1 form the sides and the diagonals ofLoop elements 10 and of pyramidal elements 3. In the case shown here, a maximum of eightrods 1 can converge towards anapex 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 flanges belonging to bars whose axes converge in thesame 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 materialized in the space as an actual structure element. The angular arrangement offlanges 5 of acertain 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 Figs. 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 Figs. 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 Fig. 2 wherein there is also shown the three coordinate axes x, y, and z, then reproduced in Fig. 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 α, β, γ. 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 eachbar 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 ϕ between these fLanges, as shown in Figs. 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 Fig. 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 tgϕ = -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 Figs. 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 thepoint 0, of a two-Layered pyramidal Lattice structure.Rods 5 have been shown here as X-shaped rods and bars, and in Fig. 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 encircles 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 Fig. 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 Fig. 4a, the diagonal rods provide the connecting element between the stringers. - In Fig. 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 Fig. 5. BoLt 11 is shown in a side view outside arod 1 havingfLanges 5 shaped as shown in Fig. 4 or, more completeLy, in Fig. 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 Fig. 5, an
expansion head bolt 11 which advantageously embodies afastening device 7, according to the invention 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 fromshank 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, irrespective 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 Fig. 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 Fig. 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 Figs. 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 Figs. 6, 7 and 8 having a continuous open X-shape, which in Figs. 7 and 8 is provided with dependent peripheral elements. Figs. 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 Fig. 6 has already been shown in Fig. 4a, the one of Fig. 9 has already been shown in Figs. 4 and 5, and in particular in Fig. 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 Fig. 12 showing a variation of Fig. 6, where two opposite closed peripheral elements are provided, and of Fig. 13 which can be considered in turn a variation of Fig. 12, where two flanges on the same radial plane are cut in the central area.
- The embodiment of 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. 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.
- According to this invention it is aLso possibLe to use bars having a different number of flanges depending upon the three-dimentional geometry adopted. For instance with three-flanged bars, as shown in Fig. 14, it is possible to build structures whose elementary module is the tetrahedron, and with six-flanged rods of Fig. 15, hexagonal Loop planar structures, instead of square based-pyramidal trusses are obtained. In the case of the tetrahedron, the geometrical stiffness is increased since the structure made of these modules is typicaLLy hyperstatic. In this case an additional advantage comes from the angle ϕ between the flanges being Larger, which makes junctions easier, possibly making unnecessary the use of the abovementioned expansion head bolt.
- 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 Figs. 16 and 17 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, as weLL as to the abovementioned expansion head bolt, 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 (12)
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 true EP0225299A2 (en) | 1987-06-10 |
EP0225299A3 EP0225299A3 (en) | 1987-08-26 |
EP0225299B1 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) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996025565A1 (en) * | 1995-02-13 | 1996-08-22 | Rautaruukki Oy | Space truss structure without node pieces |
ES2328201A1 (en) * | 2007-03-30 | 2009-11-10 | Jaime Alberto Sarmiento Ocampo | Modular industrialized autoconstruction and climatized by natural ventilation. (Machine-translation by Google Translate, not legally binding) |
EP2631378A1 (en) * | 2010-10-21 | 2013-08-28 | Europea de Construcciones Metalicas, S.A. | Direct connection between a tube and a flat element |
US11324323B2 (en) | 2019-09-18 | 2022-05-10 | Steelcase Inc. | Body support member with lattice structure |
US11324322B2 (en) | 2016-09-29 | 2022-05-10 | Steelcase Inc. | Compliant seating structure |
Citations (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
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU520837B2 (en) * | 1977-05-17 | 1982-03-04 | Hibble, R.M. | Space frame |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996025565A1 (en) * | 1995-02-13 | 1996-08-22 | Rautaruukki Oy | Space truss structure without node pieces |
ES2328201A1 (en) * | 2007-03-30 | 2009-11-10 | Jaime Alberto Sarmiento Ocampo | Modular industrialized autoconstruction and climatized by natural ventilation. (Machine-translation by Google Translate, not legally binding) |
EP2631378A1 (en) * | 2010-10-21 | 2013-08-28 | Europea de Construcciones Metalicas, S.A. | Direct connection between a tube and a flat element |
EP2631378A4 (en) * | 2010-10-21 | 2014-08-13 | Europ De Construcciones Metalicas S A | Direct connection between a tube and a flat element |
US9291185B2 (en) | 2010-10-21 | 2016-03-22 | Europea De Construcciones Metalicas, S.A. | Direct connection between a tube and a flat element |
US11324322B2 (en) | 2016-09-29 | 2022-05-10 | Steelcase Inc. | Compliant seating structure |
US11771227B2 (en) | 2016-09-29 | 2023-10-03 | Steelcase Inc. | Compliant seating structure |
US11324323B2 (en) | 2019-09-18 | 2022-05-10 | Steelcase Inc. | Body support member with lattice structure |
US11974676B2 (en) | 2019-09-18 | 2024-05-07 | Steelcase Inc. | Body support member with lattice structure |
Also Published As
Publication number | Publication date |
---|---|
EP0225299B1 (en) | 1990-10-10 |
IT1186403B (en) | 1987-11-26 |
DE3674889D1 (en) | 1990-11-15 |
IT8523108A0 (en) | 1985-12-05 |
EP0225299A3 (en) | 1987-08-26 |
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