Truss frame, modular truss girder and bridging and/or support construction
10196830 ยท 2019-02-05
Assignee
Inventors
Cpc classification
E04G7/307
FIXED CONSTRUCTIONS
International classification
E04G7/30
FIXED CONSTRUCTIONS
E04G1/14
FIXED CONSTRUCTIONS
Abstract
A truss frame for a bridge and/or support includes two elongated, parallel longitudinally-extending post pipes having an outer circumference; two parallel crossbars extending perpendicularly to the post pipes; and a length-adjustable elongated diagonal element. The parts are hingedly and detachably bolted to one other. Two parallel connecting plates secured near each post pipe end extend away from one another on a common, imaginary plane containing the post pipe and crossbar longitudinal axes. Each crossbar and diagonal element has opposite ends hingedly and detachably bolted to a connecting plate. At least two rosettes are welded to each post pipe at a distance from one another corresponding to an integer multiple of a module scaffold modular size. A connecting body is welded to the connecting plate near at least two post pipe ends associated with the same crossbar and surrounds the respective post pipe outer circumference.
Claims
1. A truss frame comprising: (a) elongate parallel first and second post tubes of metal extending in a direction of first and second post tube longitudinal axes, respectively, the first post tube having a first outer circumference and the second post tube having a second outer circumference; (b) elongate parallel first and second crossbars of metal extending in a direction of first and second crossbar longitudinal axes, respectively, wherein the first and second crossbars extend perpendicularly to the first and second post tubes; and (c) at least one elongate diagonal element of metal having an integrated length adjuster and an adjustable length, the adjustable length being changeable by the integrated length adjuster, the at least one elongate diagonal element extending in a direction of a diagonal element longitudinal axis between a first corner region of the truss frame and a second corner region of the truss frame diagonally opposite to the first corner region; wherein the first post tube has a first first post tube end and a second first post tube end facing away from one another, has a first first connecting plate and a parallel second first connecting plate both secured to the first first post tube end, and has a first second connecting plate and a parallel second second connecting plate both secured to the second first post tube end; wherein the second post tube has a first second post tube end and a second second post tube end facing away from one another, has a first third connecting plate and a parallel second third connecting plate both secured to the first second post tube end, and has a first fourth connecting plate and a parallel second fourth connecting plate both secured to the second second post tube end; wherein the first first connecting plate, the second first connecting plate, the first second connecting plate, the second second connecting plate, the first third connecting plate, the second third connecting plate, the first fourth connecting plate, and the second fourth connecting plate extend parallel to the first and second post tube longitudinal axes and parallel to the first and second crossbar longitudinal axes; wherein the first crossbar has a first first crossbar end and a second first cross bar end facing away from one another, wherein the first first crossbar end is pivotably and detachably secured to the first first connecting plate by a first bolt, wherein the second first crossbar end is pivotably and detachably secured to the first third connecting plate by a second bolt, wherein the second crossbar has a first second crossbar end and a second second crossbar end facing away from one another, wherein the first second crossbar end is pivotably and detachably secured to the first second connecting plate by a third bolt, wherein the second second crossbar end is pivotably and detachably secured to the first fourth connecting plate by a fourth bolt; wherein the at least one elongate diagonal element has diagonal element ends facing away from one another and secured pivotably and detachably to the first first connecting plate and to the first fourth connecting plate by fifth and sixth bolts, respectively, or to the first second connecting plate and to the first third connecting plate by fifth and sixth bolts, respectively; wherein the first bolt has a first bolt axis which extends perpendicularly towards the first post tube longitudinal axis and the first crossbar longitudinal axis, the second bolt has a second bolt axis which extends perpendicularly towards the second post tube longitudinal axis and the first crossbar longitudinal axis, the third bolt has a third bolt axis which extends perpendicularly towards the first post tube longitudinal axis and the second crossbar longitudinal axis, and the fourth bolt has a fourth bolt axis which extends perpendicularly towards the second post tube longitudinal axis and the second crossbar longitudinal axis; wherein at least two rosettes for attachment of connection heads of scaffolding components are fixedly welded to each of the first and second post tubes at a mutual spacing corresponding with an integral multiple of a grid dimension of a modular scaffolding; wherein the first first connecting plate and the second first connecting plate are secured to the first post tube in a region of the first first post tube end, extend away from one another, and are arranged in a first common notional plane which contains the first post tube longitudinal axis, wherein the first second connecting plate and the second second connecting plate are secured to the first post tube in a region of the second first post tube end, extend away from one another, and are arranged in a second common notional plane which contains the first post tube longitudinal axis; wherein the first third connecting plate and the second third connecting plate are secured to the second post tube in a region of the first second post tube end, extend away from one another, and are arranged in a third common notional plane which contains the second post tube longitudinal axis; wherein the first fourth connecting plate and the second fourth connecting plate are secured to the second post tube in a region of the second second post tube end, extend away from one another, and are arranged in a fourth common notional plane which contains the second post tube longitudinal axis; wherein a first connecting body is fixedly welded to the first post tube in a region of one of the first first post tube end and the second first post tube end and surrounds the first outer circumference of the first post tube, wherein a second connecting body is fixedly welded to the second post tube in a region of one of the first second post tube end and the second second post tube end and surrounds the second outer circumference of the second post tube; wherein the first and the second connecting bodies are associated either with the first crossbar or with the second crossbar; and either the first first connecting plate and the second first connecting plate are fixedly welded either to the first connecting body or to the first connecting body and the first post tube, and the first third connecting plate and the second third connecting plate are fixedly welded either to the second connecting body or to the second connecting body and the second post tube, or the first second connecting plate and the second second connecting plate are fixedly welded either to the first connecting body or to the first connecting body and the first post tube, and the first fourth connecting plate and the second fourth connecting plate are fixedly welded to either the second connecting body or to the second connecting body and the second post tube.
2. The truss frame according to claim 1, wherein the length adjuster is a length adjusting and clamping element having a first length adjusting and clamping element end and a second length adjusting and clamping element end, and a first thread in the region of the first length adjusting and clamping element end and a second thread in the region of the second length adjusting and clamping element end and facing away from the first length adjusting and clamping element end; wherein the at least one elongate diagonal element comprises a first diagonal rod and a second diagonal rod; wherein the first diagonal rod has a first diagonal rod end having a second diagonal rod thread; wherein the second diagonal rod has a second diagonal rod end having a first thread; wherein the first thread of the length adjusting and clamping element is screwed to the first thread of the second diagonal rod rotatably relative to one another about a first axis of rotation; wherein the second thread of the length adjusting and clamping element is screwed to the second thread of the first diagonal rod rotatably relative to one another about a second axis (85.2; 78) of rotation; wherein the first thread of the length adjusting and clamping element, the second thread of the length adjusting and clamping element, the first thread of the second diagonal rod and the second thread of the first diagonal rod are threads turning in the same direction; and wherein the first thread of the length adjusting and clamping element and the first thread of the second diagonal rod (60.2) are screwed together and each have a first pitch, and the second thread of the length adjusting and clamping element and the second thread of the first diagonal rod are screwed together and each have a second pitch of a different size than the first pitch.
3. A plurality of truss frames according to claim 1, constructed as a modular truss girder constructed in a common truss plane, comprising: (a) at least two pairs of crossbars, identical with one another except in that their length may vary, arranged horizontally in a row and pivotably and detachably secured by the respective bolts to the respective connecting plates; and (b) at least three identical post tubes, each extending perpendicularly to the crossbars; wherein at least two of the crossbars form a top chord in which the longitudinal crossbar axes are arranged coaxially or in alignment; and wherein at least two of the crossbars form a lower chord in which the longitudinal crossbar axes are arranged coaxially or in alignment.
4. A scaffolding construction comprising at least one of the truss frames according to claim 1.
5. The truss frame according to claim 1, wherein the first connecting body is fixedly welded to the first post tube in a region of the first first post tube end, wherein the second connecting body is fixedly welded to the second post tube in a region of the first second post tube end, wherein one of the at least two rosettes of the first post tube is arranged in a region of the first first post tube end; wherein one of the at least two rosettes of the second post tube is arranged in a region of the first second post tube end; wherein the first first connecting plate and the second first connecting plate each have a first receiving slot; wherein the first third connecting plate and the second third connecting plate each have a second receiving slot wherein the one of the at least two rosettes of the first post tube projects through each of the first receiving slots; and wherein the one of the at least two rosettes of the second post tube projects through each of the second receiving slots.
6. The truss frame according to claim 5, wherein the first first connecting plate and the second first connecting plate are fixedly welded to the first connecting body, the first post tube, and the one of the at least two rosettes of the first post tube, and wherein the first third connecting plate and the second third connecting plate are fixedly welded to the second connecting body, the second post tube, and the one of the at least two rosettes of the second post tube.
7. The truss frame according to claim 1, wherein the first and the second connecting bodies are connecting sleeves, connecting rosettes, or connecting discs.
8. The truss frame according to claim 7, wherein the first and the second connecting bodies are first and second connecting sleeves, respectively; wherein each of the first and the second connecting sleeves has an outer diameter and an outer surface spanning the respective outer diameter; wherein a first connecting head of the scaffolding component is releasably connected by a first connecting wedge to one of the at least two rosettes of the first post tube; wherein a second connecting head of the scaffolding component is releasably connected by a second connecting wedge to one of the at least two rosettes of the second post tube; wherein a first gap is formed between the first connecting wedge and the outer surface of the first connecting sleeve; and wherein a second gap is formed between the second connecting wedge and the outer surface of the second connecting sleeve.
9. The truss frame according to claim 2, wherein the first thread of the length adjusting clamping element and the first thread of the second diagonal rod are each associated with a first thread type, and the second thread of the length adjusting and clamping element and the second thread of the first diagonal rod are each associated with a second thread type which is different than the first thread type.
10. The truss frame according to claim 9, wherein the first thread of the length adjusting and clamping element and the first thread of the second diagonal rod are each a Dywidag thread, and the second thread of the length adjusting and clamping element and the second thread of the first diagonal rod are each a metric thread.
11. The truss frame according to claim 1, wherein the first connecting body is fixedly welded to the first post tube in a region of the second first post tube end, wherein the second connecting body is fixedly welded to the second post tube in a region of the second second post tube end, wherein one of the at least two rosettes of the first post tube is arranged in a region of the second first post tube end; wherein one of the at least two rosettes of the second post tube is arranged in a region of the second second post tube end; wherein the first second connecting plate and the second second connecting plate each have a first receiving slot; wherein the first fourth connecting plate and the second fourth connecting plate each have a second receiving slot wherein the one of the at least two rosettes of the first post tube projects through each of the first receiving slots; and wherein the one of the at least two rosettes of the second post tube projects through each of the second receiving slots.
12. The truss frame according to claim 11, wherein the first second connecting plate and the second second connecting plate are fixedly welded to the first connecting body, the first post tube, and the one of the at least two rosettes of the first post tube, and wherein the first fourth connecting plate and the second fourth connecting plate are fixedly welded to the second connecting body, the second post tube, and the one of the at least two rosettes of the second post tube.
Description
(1) Further features, advantages and aspects of the invention are evident from the claims and from the following description part, in which a preferred embodiment of the invention is described by way of the figures, in which:
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(10) The truss frame 20 according to the invention is assembled from a plurality of rod-shaped individual parts of steel so as to be separable again. Significant individual parts are two identical elongate post tubes 21, two identical elongate crossbars 22 and at least one elongate diagonal element 23, which is adjustable in length. The two post tubes 21 and the two crossbars 22 as well as the at least one diagonal element 23 are pivotably and detachably connected together by way of bolts 24. The two post tubes 21 are arranged to be substantially parallel to one another. The two crossbars 22 are similarly arranged substantially parallel to one another. The crossbars 22 are arranged substantially perpendicularly to the post tubes 21. The post tubes 21 and crossbars 22 are connected to form a frame 25. The longitudinal axes 26 of the post tubes 21 and the longitudinal axes 27 of the crossbars 22 span a truss plane 28. The bolt axes 29 of the bolts 24 are arranged perpendicularly to the longitudinal axes 26 of the post tubes 21 and perpendicularly to the longitudinal axes 27 of the crossbars 22 or perpendicularly to the said truss plane 28. The post tubes 21 and the crossbars 22 are connected or tightened by means of the at least one diagonal element 23 to form a stable truss frame 20. In that case the at least one diagonal element 23 is installed or tightened free of play.
(11) The truss frame 20 serves for construction of a bridging and/or support construction, which is not shown in the figures. The truss frame 20 is incorporated therein according to intention in such a way that the post tubes 21 are arranged vertically or perpendicularly. The crossbars 22, which are horizontal in the attached or installed state, form chords of the truss frame 20. In the attached or installed state the lower or first crossbar 22 forms a lower chord or a component of a lower chord, whilst the upper or second crossbar 22 forms an upper chord or a component of an upper chord.
(12) Each post tube 21 has a length 30 of preferably 2,000 millimetres. Each post tube 21 extends substantially rectilinearly along its longitudinal axis 26. The longitudinal axis 26 of the first post tube 21 shown each time on the left in
(13) Each crossbar 22 extends substantially rectilinearly along its longitudinal axis 27. The longitudinal axis 27 of the first crossbar 22 shown each time at the bottom in
(14) For preference, the post tubes 21 are round tubes or post round tubes. The post tubes 21 preferably each have an outer diameter 43 of 48.3 millimetres and a wall thickness of approximately 3.2 millimetres or of approximately 4.0 millimetres. The post tubes 21 preferably consist of steel of the quality S355. Each post tube 21 has a first post tube end 33.1, which in each instance is lower in
(15) The crossbars 22 are formed by square or four-cornered tubes 34. These have a thickness or width or an outer diameter of preferably 60 millimetres and a wall thickness of preferably 4 millimetres. Each crossbar 22 has a first crossbar end 35.1, which is shown each time on the left in
(16) Two connecting plates 36.1, 36.2 of steel are secured in the region of each post tube end 33.1, 33.2 of the post tube 21. In that case these are connecting, coupling or junction plates. The two first or lower connecting plates 36.1 associated with the first or lower post tube end 33.1 of the first or lefthand post tube 21 and the two first or lower connecting plates 36.1 associated with the first or lower post tube end 36.1 of the second or righthand post tube 21 are of the same form. In addition, the two second or upper connecting plates 36.2 associated with the second or upper first tube end 33.2 of the first or lefthand post tube 21 and the two second or upper connecting plates 36.2 associated with the second or upper post tube end 33.2 of the second or righthand post tube 21 are of the same form.
(17) Each two connecting plates 36.1; 36.2 of the four connecting plates 36.1; 36.2 of each post tube 21 are arranged in pairs at the same height and respectively form a connecting plate pair 37.1; 37.2. The two connecting plates 36.1; 36.2 of each connecting plate pair 37.1; 37.2 of each post tube 21 are arranged parallel to one another in a notional common plane 38 containing the longitudinal axis 26 of the respective post tube 21. The two connecting plates 36.1; 36.2 of each connecting plate pair 37.1; 37.2 of each post tube 21 extend away from one another in opposite directions. Each connecting plate 36.1; 36.2 of the connecting plates 36.1; 36.2 has an outer profile of butterfly-wing shape. Each connecting plate 36.1; 36.2 has two connecting straps 39.1, 40.1; 39.2, 40.2. Each connecting strap 39.1, 40.1; 39.2, 40.2 has a passage opening 48 for a bolt 24.
(18) A respective connecting sleeve 41, which is also termed connecting body, is secured to the second or upper post tube ends 33.2, which face in the same direction, of the post tubes 21. Each connecting sleeve 41 is a round tube of steel or a section of a round tube of steel. Each connecting sleeve 41 has a substantially circularly cylindrical inner circumferential surface and a substantially circularly cylindrical outer circumferential surface 42. Each connecting sleeve has an inner diameter which is slightly larger than the respective outer diameter 43 of the respective post tube 21. Each connecting sleeve 41 has an outer diameter 45 of preferably approximately 60.3 millimetres. Each connecting sleeve 41 surrounds the outer circumference 44 of the respective post tube 21 completely and in uninterrupted manner. Each connecting sleeve 41 is fixedly welded at the sleeve ends thereof facing away from one another to the post tube 21 inserted therein.
(19) The second or upper connecting plates 36.2 associated with the respective connecting sleeve each have a receiving slot 47. The latter is open towards the side, which faces the respective post tube 21, of the respective second or upper connecting plate 36.2. The said receiving slot 47 as considered in the direction of the longitudinal axis 26 of the respective post tube 21 is disposed between the respective two connecting straps 39.1, 40.1 of the respective second or upper connecting plate 36.2 or between the passage openings 8 of the respective two connecting straps 39.1, 40.1 of the respective second or upper connecting plate 36.2.
(20) The respective two second or upper connecting plates 36.2 of each post tube 21 are each plugged by the receiving slot 47 thereof onto an apertured disc 50, which is also termed rosette. The latter is fixedly welded, in each instance in the region of the second or upper post tube end 33.2which is provided with the connecting sleeve 41of the respective post tube 21, to this. The respective two second or upper connecting plates 36.2 are fixedly welded not only to the respective connecting sleeve 41, but also to the respective post tube 21, as well as to the respective associated apertured disc 50. The respective two second or upper connecting plates 36.2, the associated connecting sleeve 41 and the associated apertured disc 50 each form a second or upper connecting unit 52.
(21) Each apertured disc 50 of each post tube 21 is formed in a manner known per se with parallel side surfaces which have a mutual spacing corresponding with the apertured disc thickness and amounting to, preferably, 9 millimetres to 10 millimetres. Each apertured disc 50 of each post tube 21 has, in a manner known per se, eight passage openings which are respectively arranged to be offset relative to one another at a circumferential angle of 45 degrees. In that case, four small passage openings and four large passage openings are provided similarly in a manner known per se and are respectively arranged in alternation so that as considered in circumferential direction a large passage opening is arranged each time between two small passage openings and a small passage opening is arranged each time between two large passage openings.
(22) The apertured discs 50 arranged in the region of the connecting sleeves 41 and the slotted second or upper connecting plates 36.2 arranged thereat are respectively fixedly welded to the respective post tube 21 and welded to the respective slotted second or upper connecting plate 36.2 in such a way that six of their eight passage openings remain free, wherein, referred to each of the two connecting plate sideswhich face away from one anotherof the respective slotted second or upper connecting plate 36.2, in each instance three passage openings remain free. Moreover, these apertured discs 50 are so arranged that in each instance two small passage openings of the total of four small passage openings are covered by the preferably parallel slot walls, which bound the receiving slot 47 of the respective second or upper connecting plate 36.2, of the second or upper connecting plate 36 concerned. The four large passage openings and two of the four small passage openings thus remain free.
(23) A respective crossbar 22 of the two crossbars 22 is respectively connected, to be separable again, by means of a bolt 24 to the respective crossbar connecting straps 39.1, 39.2, which are arranged oppositely in pairs at the same height and extend towards one another, of the connecting plates 36.1; 36.2 of the two post tubes 21, the bolt being plugged through the respective passage opening 48 of the respective crossbar connecting strap 39.1; 39.2. Each bolt 24 extends by the bolt longitudinal axis 29 thereof perpendicularly to the longitudinal axes 26, 27 of the post tube 21 and the crossbar 22 and thus perpendicularly to the said truss plane 28.
(24) In diagonally opposite corner regions, for example in the corner regions 53.1, 53.2 of the truss frame 20 shown at the top left and bottom right in
(25) Each crossbar 22 comprises a straight, square or four-cornered tube 34 extending substantially over the entire length of the crossbar. A respective connecting connector 54 is inserted into each of the tube ends, which face away from one another, of the respective square or four-cornered tube 34 and secured thereat, preferably by welding. Each connecting connector 54 comprises two connecting straps. The respective two connecting straps are arranged parallel to one another at a mutual spacing. The spacing is slightly larger than the wall thickness of the respectively associated connecting plate 36.1, 36.2. Each connecting strap of the connecting connector 54 has a passage opening for a bolt 24. In the mounted state, each crossbar 22 is plugged by its connecting straps, which are arranged at both ends, respectively onto a crossbar connecting strap 39.1, 39.2 of a connecting plate 36.1, 36.2 of the connecting plates of a post tube 21 of the post tubes 21. In that case, the passage openings of the respective two connecting straps of the respective connecting connector 54 of the crossbar 22 concerned are aligned with the passage opening 48 of the respective crossbar connecting strap 39.1, 39.2 of the respective connecting plate 36.1, 36.2, wherein in each instance one of the bolts 24 of the bolts 24 is plugged through the respective three passage openings.
(26) Apart from the afore-mentioned apertured disc 50 uppermost in each of
(27) A connecting disc 57, which is also termed connecting body, of solid material is fixedly welded to each post tube 21 at a spacing 56, which is preferably approximately 145 millimetres to 155 millimetres, from the end edge, which is formed at the respective first or lower post tube end 33.1, of the respective post tube 21. Each connecting disc 57 has an outer diameter of preferably approximately 100 millimetres. Each connecting disc 57 has a disc thickness preferably corresponding with the apertured disc thickness of the apertured discs 50. The disc thickness is preferably approximately 9 millimetres or approximately 10 millimetres. Each connecting disc 57 has, as considered in the direction of the longitudinal axis 26 of the respective post tube 21, a spacing 58 from the closest apertured disc 50. This spacing 58 is preferably approximately 245 millimetres. The function of the respective connecting disc 57 substantially corresponds with the function of the respective connecting sleeve 51. Accordingly, also conceivable, instead of the respective connecting disc 57, would be apreferably identicalconnecting sleeve such as is provided at the opposite, second or upper post tube end 33.2 of the post tube 21.
(28) Each connecting disc 57 is partly received in a receiving slot 46, which is open towards the respective post tube 21, of a connecting plate 36.1 of the respective first or lower connecting plates 36.1. Each first or lower connecting plate 36.1 is welded not only to the respective post tube 21, but also to the respective connecting disc 57. Each connecting disc 57 forms together with the respective associated two first or lower connecting plates 36.1 a first or lower connecting unit 51.
(29) By contrast in each instance to the position of that apertured disc 50 which is associated with the second or upper connecting unit 52 comprising a connecting sleeve 41, each connecting disc 57 is arranged at the height of the crossbar connecting strap 39.1 of the respective first or lower connecting plate 36.1. This is preferably such that the respective horizontal centre plane of the connecting disc 57 and the bore axis of the respective crossbar connecting strap lie in a notional common plane. This has the consequence that the longitudinal axis 27 of the first or lower crossbar 22 is approximately aligned with the respective horizontal centre plane of the respective connecting disc 57. As a result, the forces arriving by way of the first or lower crossbar 22 can be optimally transferred to the respective connecting disc 57.
(30) The diagonal element 23 comprises two diagonal rods 60.1, 60.2, namely a straight first diagonal rod 60.1 and a straight second diagonal rod 60.2. The diagonal rods 60.1, 60.2 are respectively Dywidag rods or tightening rods having a Dywidag external thread. Each diagonal rod 60.1, 60.2 has a first diagonal rod end 61.1; 61.2 and a second diagonal rod end 61.2; 62.2 facing away therefrom in an opposite direction. The first diagonal rod 60.1, which is shown at the bottom right in each of
(31) Each diagonal rod 601, 60.2 is secured by a first diagonal rod end 61.1; 62.1 of its two diagonal rod ends 61.1, 61.2; 62.1, 62.2 to a length adjusting and clamping element 65, which is also termed length adjusting means or turnbuckle. By means of the length adjusting and clamping element 65 the diagonal element 23 can be adjusted in its length and tightened to the frame 25, which is formed from the two post tubes 21 and the two crossbars 22, to form the stable truss frame 20. The length adjusting and clamping element 65 has at each of its ends 66.1, 66.2 facing away from one another an internal thread 63.1, 63.2 into each of which the external thread 64.1, 64.2 of the associated diagonal rod end 61.1; 62.1 of the respective diagonal rod 60.1, 60.2 is screwed. The thread flights of the external thread 64.1, 64.2 of the diagonal rods 60.1, 60.2 and the thread flights of the internal threads 63.1, 63.2 of the length adjusting and clamping element 65 are formed to be matched to one another in such a way that on rotation of the length adjusting and clamping element 65 about its longitudinal axis 78 in a first direction of rotation the two diagonal rods 60,1, 60.2 are moved towards one another and that on rotation of the length adjusting and clamping element 65 in a second direction of rotation opposite to the first direction of rotation the two diagonal rods 60.1, 60.2 are moved away from one another in opposite directions.
(32) Each diagonal rod 60.1, 60.2 has at its second diagonal rod end 61.2; 62.2 facing away from its first diagonal rod end 61.1; 62.2 a securing body 67 connected with the respective diagonal rod 60.1, 60.2 thereat to be secure against relative rotation. Each securing body 67 has two connecting straps which extend at a spacing parallel to one another away from the respective diagonal rod 60.1, 60.2. Each connecting strap of these connecting straps has a passage opening for a bolt 24. In the state of being mounted at the respectively associated diagonal connecting strap 40.1, 40.2 of the respective connecting plate 36.1, 36.2 of the respective post tube 21 the passage openings of the said connecting straps of the respective diagonal rod 60.1, 60.2 are aligned with the respective passage opening 48 of the respective diagonal connecting strap 61.1; 61.2, wherein a respective bolt 24 of the bolts 24 is plugged through each of the three passage openings aligned with one another.
(33) The passage openings for the bolts 24 are circularly cylindrical passage openings. The bolts 24 are circularly cylindrical bolts.
(34) The truss frame 20 according to the invention can be assembled together preferably as follows: Initially, a frame 25 is constructed from the two post tubes 21 and from the two crossbars 22. The diagonal element 23 is subsequently installed in the frame 25. Subsequently thereto the length adjusting and clamping element 65 is rotated in the said first rotational direction about the longitudinal axis 78 thereof until through the thereby-produced movement towards one another of the two diagonal rods 60.1, 60.2 with simultaneous shortening of the length of the diagonal element 23 the post tubes 21 and crossbars 22, which form the said frame 25, are connected or tightened together free of play. In the finally assembled truss frame 20 the post tubes 21 and the crossbars 22 are thus connected or tightened together free of play by way of the diagonal element 23. Through the tightening it is possible to achieve a desired cambering of a main truss or truss girder formed from at least one truss frame 20 according to the invention and further identical or similar crossbars, which are detachably connected therein by means of corresponding bolts, as well as at least one further identical or similar post tube connected therewith and also at least one further or similar diagonal element arranged in the same or similar manner between a post tube of the post tubes of the truss frame 20 according to the invention and the adjacent further post tube.
(35) A connecting head 70 of a scaffolding component 71 can be detachably connected and wedge-connected in a manner known per se with each apertured disc 50 of the apertured discs 50 of the post tubes 21 by means of a connecting wedge 72. In order to make this possible even at those apertured discs 50 which are arranged in the region of the respective second or upper post tube end 33.2 of the post tubes 21, to the post tube ends 33.2 of which the respective connecting sleeve 41 is fastened, each connecting sleeve 41 has an outer diameter 45 which is so selected that ain particular, knownconnecting head 70 of a or the modular scaffolding system, particularly the Layher Allround modular scaffolding system, can be firmly wedge-connected by means of a connecting wedge 72 with the apertured disc 50, which is associated with the connecting sleeve 41, without collision with the connecting sleeve 41. For this purpose, the outer diameter 45 of the connecting sleeve 41 is selected to be smaller than the smallest spacing between an inner, front vertical wedge support surface 74 of an upper head part 73 of the connecting head 70 and an outer, front vertical support surface 74 of the upper head part 73 of the connecting head 70, by which this is supported on the outer surface of the post tube 21 in the state of firm wedge connection by means of which the connecting wedge 72. A vertical gap 76 is thereby formed between the front vertical wedge support surface 75 of the connecting wedge 72 and the outer circumference of the connecting sleeve 41, which is opposite the wedge support surface 75, in the firmly wedge-connected state. In the case of an outer diameter 45 of the connecting sleeve 41 of 60.3 millimetres the gap 76 is approximately 2.1 millimetres. In other words, the outer diameter 45 of each connecting sleeve 41 of the at least two connecting sleeves 41 is selected in such a way that a gap 76 is formed between the connecting wedge 72, by means of which the connecting head 70 of the scaffolding component 71 is detachably and firmly wedge-connected with the associated apertured disc 50, and the outer surface, which spans the outer diameter 45, of the connecting sleeve 41. The apertured discs 50 are also termed connecting elements.
(36) A preferred embodiment of a turnbuckle 65, which is also termed length adjusting means or length adjusting clamping element, together with an end fitting 77 detachably secured thereto is shown in
(37) A first elongate nut 84.1 penetrating the first slot 80.1 is arranged at, the first end 66.1 of the actuating plate 79 and a second elongate nut 84.2 penetrating the second slot 80.2 is arranged at the second end 66.2. The first elongate nut 84.1 and the second elongate nut 84.2 are fixedly welded to the actuating plate 79. The first elongate nut 84.1 has a first internally threaded bore 86.1 extending along its first nut longitudinal axis 85.1 parallel to the longitudinal axis 78 of the actuating plate 79. The second elongate nut 84.2 has a second internally threaded bore 86.2 extending along its second nut longitudinal axis 85.2 parallel to the longitudinal axis 78 of the actuating plate 79. The first internally threaded bore 86.1 of the first elongate nut 84.1 has a first internal thread 63.1. The second internally threaded bore 86.2 of the second elongate nut 84.2 has a second internal thread 63.2. The first internal thread 63.1 and the second internal thread 63.2 are respective threads turning in the same direction. The first internal thread 63.1 and the second internal thread 63.2 are preferably each a right-turning thread, which is also termed righthand thread. The first internal thread 63.1 differs from the second internal thread 63.2 not only with respect to its form of thread, but also with respect to its pitch. In the preferred embodiment shown in
(38) A mating second external thread 64.2 of a first diagonal rod 60.1 is releasably screwed into the second internal thread 63.2 of the second elongate nut 84.2 of the turnbuckle 65.
(39) This second external thread 64.2 is a righthand thread in the form of a metric thread with a pitch of 3 millimetres. The first diagonal rod 60.1 is a component of the end fitting 77. The end fitting 77 comprises a connecting element 88, which is provided with passage bores 87.1, 87.2 for the plugging-through of a bolt 24, for fastening the end fitting 77 by means of a bolt 24 to one of the connecting plates 36.1 to 36.4. In correspondence with the embodiment shown in
(40) A nut 89 can be screwed onto the second external thread 64.2 of the first diagonal rod 60.1, as shown in
(41) A mating first external thread 64.1 of a second diagonal rod 60.2 can be releasably screwed into the first internal thread 63.1 of the first elongate nut 84.1 of the turnbuckle 65 as shown in
(42) Through the design and construction of the turnbuckle 65 in accordance with the invention there is created a more precise clamping possibility than with a turnbuckle in which two internal threads rotating in opposite directions or a lefthand thread and a righthand thread are provided with identical pitches. In another consideration, in the case of the turnbuckle 65 tightening is possible more rapidly than with a turnbuckle which has two internal threads respectively with an identical form of thread, for example metric threads, with identical pitches, for example of 3 millimetres.
(43) In the turnbuckle 65 the length adjustment or the tightening can be or is realised by threads turning in the same direction and having different pitches.
(44) It will obvious that instead of the preferred turnbuckle 65 shown in the figures, use can alternatively be made of a length adjusting and clamping element which has at one end of its ends a righthand thread and at its other end a lefthand thread, or conversely, whilst the two diagonal rods have either a righthand thread or a lefthand thread.
(45) The invention can also be summarised as follows: Truss frame 20 for construction of a bridging and/or support construction consisting of several rod-shaped individual parts of metal, namely of two elongate parallel post tubes 21, which respectively extend in the direction of the longitudinal axis 26 thereof and which each have an outer circumference 44, two parallel crossbars 22 extending perpendicularly thereto respectively in the direction of the longitudinal axis thereof, and at least one elongate diagonal element adjustable in its length, which are pivotably connected together by way of bolts 24 to be separable again. Secured in the region of each post tube end 33.1, 33.2 of the post tubes 21 are, respectively, two parallel connecting plates 36.1, 36.2 which are arranged in a common notional plane 38 containing the longitudinal axes 26, 27 of the post tubes 21 and the crossbars 22 and which extend away from one another. Each crossbar 22 has crossbar ends 35.1, 35.2, which face away from one another and which are each pivotably and detachably secured to a connecting plate 36.1, 36.2 of the connecting plates 36.1, 36.2 by means of a respective bolt 24. The diagonal element 23 has diagonal element ends 61.2, 62.2, which face away from one another and which are each pivotably and detachably secured to a connecting plate 36.1, 36.2 of the connecting plates 36.1, 36.2 by means of a respective bolt 24. At least two rosettes 50 are fixedly welded to each post tube 21 at a mutual spacing 55 corresponding with an integral multiple of a grid dimension of a modular scaffolding. A respective connecting body 41, 57 is fixedly welded in the region of at least two post tube ends 33.1, 33.2, which are associated with the same crossbar 22, of the post tubes 21 and in each instance surrounds the outer circumference 44 of the respective post tube 21 over the whole circumference. The two connecting plates 36.1, 36.2 respectively secured in the region of these post tube ends 33.1, 33.2 are fixedly welded at least to the respective connecting body 41, 57.
REFERENCE NUMERAL LIST
(46) 20 truss frame
(47) 21 post tube/post round tube
(48) 22 crossbar
(49) 23 diagonal element
(50) 24 bolt
(51) 5 frame
(52) 26 longitudinal axis of 21
(53) 27 longitudinal axis of 22
(54) 28 truss plane/plane
(55) 29 bolt axis/bolt longitudinal axis of 24
(56) 30 length of 21
(57) 31 spacing
(58) 32 spacing
(59) 33.1 (first, lower) post tube end
(60) 33.2 (second, upper) post tube end
(61) 34 square tube/four-cornered tube
(62) 35.1 (first) crossbar end
(63) 35.2 (second) crossbar end
(64) 36.1 (first/lower) connecting plate
(65) 36.2 (second/upper) connecting plate
(66) 37.1 (first/lower) connecting plate pair
(67) 37.2 (second/upper) connecting plate pair
(68) 38 plane
(69) 39.1 (first/lower) (crossbar) connecting strap
(70) 39.2 (second/upper) (crossbar) connecting strap
(71) 40.1 (first/lower) (diagonal-element) connecting strap
(72) 40.2 (second/upper) (diagonal-element) connecting strap
(73) 41 connecting body/connecting sleeve
(74) 42 outer circumferential surface of 41
(75) 43 outer diameter of 21
(76) 44 outer circumference of 21
(77) 45 outer diameter of 41
(78) 46 receiving slot of 36.1
(79) 47 receiving slot of 36.2
(80) 48 passage opening/passage bore
(81) 49 longitudinal axis of 23
(82) 50 connecting element/rosette/apertured disc
(83) 51 (first/lower) connecting unit
(84) 52 (second/upper) connecting unit
(85) 53.1 (first/lower) corner region
(86) 53.2 (second/upper) corner region
(87) 54 connecting connector
(88) 55 spacing/grid dimension
(89) 56 spacing
(90) 57 connecting body/connecting disc
(91) 58 spacing
(92) 59 spacing
(93) 60.1 (first/lower) diagonal rod
(94) 60.2 (second/upper) diagonal rod
(95) 61.1 (first/upper) diagonal rod end of 60.1
(96) 61.2 (second/lower) diagonal rod end of 60.1/(first/lower) diagonal element end of 23
(97) 62.1 (first/lower) diagonal rod end of 60.2
(98) 6.2 (second/upper) diagonal rod end of 60.2/(second/upper) diagonal element end of 23
(99) 63.1 (first) thread/internal thread
(100) 63.2 (first) thread/internal thread
(101) 64.1 (second) thread/external thread
(102) 64.2 (second) thread/external thread
(103) 65 length adjusting means/length adjusting and clamping element/turnbuckle
(104) 66.1 (first/upper) end of 65
(105) 66.2 (second/lower) end of 65
(106) 67 securing body
(107) 70 connecting head
(108) 71 scaffolding component
(109) 72 connecting wedge
(110) 73 (upper) head part of 70
(111) 74 (vertical) support surface of 73
(112) 75 (front/vertical) wedge support surface of 72
(113) 76 (vertical) gap
(114) 77 end fitting
(115) 78 longitudinal axis/axis of rotation of 65
(116) 79 actuating plate
(117) 80.1 (first) slot
(118) 80.2 (second) slot
(119) 81 connecting member
(120) 82 passage bore
(121) 83 bore axis of 82
(122) 84.1 (first) elongate nut
(123) 84.2 (second) elongate nut
(124) 85.1 (first) nut longitudinal axis/axis of rotation
(125) 85.2 (second) nut longitudinal axis/axis of rotation
(126) 86.1 (first) threaded bore/internally threaded bore
(127) 86.2 (second) threaded bore/internally threaded bore
(128) 871 passage bore
(129) 87.2 passage bore
(130) 88 connecting element
(131) 89 nut