EP3240103A1 - Support de poteau et procédé de montage d'un support de poteau - Google Patents

Support de poteau et procédé de montage d'un support de poteau Download PDF

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Publication number
EP3240103A1
EP3240103A1 EP17158132.5A EP17158132A EP3240103A1 EP 3240103 A1 EP3240103 A1 EP 3240103A1 EP 17158132 A EP17158132 A EP 17158132A EP 3240103 A1 EP3240103 A1 EP 3240103A1
Authority
EP
European Patent Office
Prior art keywords
mast
support unit
support
holes
holder
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.)
Withdrawn
Application number
EP17158132.5A
Other languages
German (de)
English (en)
Inventor
Hans-Georg Engbarth
Heinrich Bartholomäus Eyckmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from EP16167015.3A external-priority patent/EP3239537B1/fr
Priority claimed from EP16196412.7A external-priority patent/EP3316395B1/fr
Priority claimed from EP17150041.6A external-priority patent/EP3342305A1/fr
Priority claimed from EP17150038.2A external-priority patent/EP3342962A1/fr
Application filed by Individual filed Critical Individual
Publication of EP3240103A1 publication Critical patent/EP3240103A1/fr
Withdrawn legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2253Mounting poles or posts to the holder
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2238Sockets or holders for poles or posts to be placed on the ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2284Means for adjusting the orientation of the post or pole

Definitions

  • the invention relates to a mast holder with a support device which is intended to rest on a support surface and allows insertion of one or more weighting plates, and a mast connectable to the support device.
  • a mast holder is from the European patent specification EP 2 237 365 B1 known.
  • the invention has for its object to provide a mast holder whose components are space-saving storable or packaged before assembly and allow for mounting a particularly large tipping safety of the mast holder.
  • the invention provides that the support device is at least two parts and has a first mast-supporting support unit and at least a second mast-supporting support unit and the first and the second mast-bearing support unit after assembly and after attaching the mast together carry the mast.
  • a significant advantage of the mast holder according to the invention is the fact that the support device - unlike the mast holder according to the aforementioned patent - is not formed in one piece, but at least two parts (ie two or more parts) and at least two mast-carrying Having support units. Before assembly, ie in the packaged state, the support unit thus takes up less space than in the previously known mast holder, in which the packaging size or carton size for receiving the support device with the same footprint twice as large as in the mast holder according to the invention (in the case of a two-piece Execution or with exactly two mast-carrying support units).
  • a joint is present between a mast base of the mast and the first and second mast-carrying support unit.
  • a first joint section of the joint in particular a first plate section of a support plate of the joint
  • a second joint section of the joint in particular a second plate section of a support plate of the joint
  • the joint performs a dual function: on the one hand it allows pivoting of the mast relative to the support surface and on the other hand it also works as a spacer, which keeps the two mast-supporting support units at a distance, whereby the support surface of the support device is increased; the latter aspect will be explained in more detail below.
  • the support plate preferably carries two spaced hinge retaining plates which are angled, preferably perpendicular, mounted on the mast side facing the support plate (preferably welded, glued, riveted, screwed and / or soldered).
  • a mounting base is preferably held between the two spaced hinge retaining plates.
  • the mounting base is preferably welded, glued, riveted and / or soldered to the hinge retaining plates; Alternatively, it can also be adjustably fastened, in particular screwed over slots to be in order to allow during assembly or a subsequent adjustment an angular adjustment of the mounting base and thus the mast relative to the hinge plates.
  • the mounting base is preferably formed by a pipe or a rod.
  • the mast is preferably fastened to the mounting base by means of retaining means, which are pivotable during assembly.
  • the connecting element preferably comprises a clamping element and a counter-clamping element, which clamp a portion of the mounting base indirectly or directly between their clamping element inside pages.
  • the increase in the tilting security is effected by reducing the load acting on the support surface, because the weight of the mast holder and possibly on-lying weight plates - because of the distance between the support units - can be spread over a larger footprint than in the distance-free case.
  • the latter effect is particularly important when using the mast holder on roofs whose load capacity is limited.
  • first and second mast-supporting support unit are each configured such that they optionally have a first mounting manner in which, when the hinge is attached, the two support units have a first distance, and allow a second type of mounting, in which, when the joint is mounted, the two support units have a second distance different from the first distance or lie against each other without gaps.
  • the distance or the first or second distance between the first and second mast-carrying support unit is preferably as large or at least as large as the diameter of the mast.
  • the first and second mast-supporting bearing unit preferably each carry an associated portion of the joint, in particular an associated portion of a support plate of the joint.
  • the first mast-carrying support unit forms a frame which allows insertion of one or more weighting plates, a side wall of a frame profile element of the frame carries the first support plate and the first support plate is arranged perpendicular to the side wall.
  • the first carrier plate has a first and a second pair of through holes, each pair each mounting an associated portion of the joint, in particular one associated portion of a support plate of the joint, allows the notional connecting line between the through holes of each pair of through holes parallel to the side wall of the frame profile element of the frame, and the distance between the first mast support unit and the second mast support unit depends on whether the mounting of the first mast-bearing support unit associated portion of the joint using the first or second pair of through holes is made.
  • the second carrier plate has a first and a second pair of through holes, each pair respectively mounting an associated portion of the joint, in particular an associated portion of a support plate of the joint, allows the notional connecting line between the through holes of each pair is at through holes parallel to the side wall of the frame profile element of the frame, and the distance between the first mast supporting support unit and the second mast support unit depends on whether the assembly of the second mast supporting support unit associated portion of the joint has been made using the first or second pair of through holes ,
  • the second mast-carrying support unit forms a frame which allows insertion of one or more weighting plates
  • one side wall of a frame profile element of the frame of the second mast-supporting unit carries the second support plate
  • the second support plate perpendicular to the side wall of the frame profile element of the frame the second mast-carrying support unit is arranged
  • the side wall of the frame profile element of the frame of the first mast-bearing support unit and the side wall of the Frame profile element of the frame of the second mast-bearing support unit after assembly of the mast spaced from each other, in particular parallel to each other, or adjacent to each other, and the supported by the side walls support plates lie in the same plane.
  • the first mast-carrying support unit and the second mast-supporting support unit are preferably identical.
  • the first mast-carrying support unit comprises a central profile element which divides the frame formed by the first support unit into two adjacent frame sections and the side wall of the frame profile element of the frame and a side wall of the center profile element together carry the first support plate, wherein the first support plate is arranged perpendicular to the side wall of the frame profile element of the frame and perpendicular to the side wall of the center profile element and wherein the side wall of the frame profile element of the frame and the side wall of the center profile element are arranged perpendicular to each other.
  • the second mast-supporting support unit has a central profile element which divides the frame formed by the second support unit into two adjacent frame sections and the side wall of the frame profile element of the frame and a side wall of the central profile element together carry the second support plate, wherein the second support plate perpendicular is arranged to the side wall of the frame profile element of the frame and perpendicular to the side wall of the center profile element and wherein the side wall of the frame profile element of the frame and the side wall of the center profile element are arranged perpendicular to each other.
  • the joint is preferably arranged between the first and second mast-carrying support unit and preferably separates them from one another.
  • At least one of the outer walls is preferably arranged parallel or perpendicular to the side wall of the respective support unit. Particularly preferably, all outer walls are arranged either parallel or perpendicular to the side wall of the respective support unit.
  • the first and / or second mast-supporting support unit in addition to the side wall carrying the first and second support plate, at least one further wall, hereinafter called outer wall, having a Formed interface for attaching a soirauflageaji, and at the interface an additional support unit is mounted, which allows insertion of one or more weighting plates.
  • An advantage of an embodiment with additional support unit is that the additional support unit allow insertion of one or more additional weighting plates to stabilize the mast to prevent tilting of the mast without increasing the area-related load acting on the support surface.
  • Increasing the tilting safety of the mast while maintaining the carrier surface side load or the surface-related soil load is particularly advantageous when using the mast holder on roofs or support surfaces with limited load.
  • the attachment of one or more additional support units can be carried out in an advantageous manner variable according to the events of the support surface, in particular with regard to their size and / or section.
  • the additional support unit or additional support units are preferably not themselves mast-supporting.
  • the interface is preferably formed by two or more through holes, which allow a screwing of the support unit with the additional support unit.
  • the additional additional support unit or the additional additional support units are preferably not themselves mast-supporting.
  • the further interface is preferably formed by two or more through holes, which allow a screwing of the additional support unit with the further additional support unit.
  • the further interface is designed such that it allows either an aligned arrangement of the additional support unit and the other additional support unit to each other or a 50% offset arrangement of the additional support unit and the other additional support unit to each other.
  • the attachment of the additional additional support unit (s) can thus be carried out in a particularly simple manner in accordance with the circumstances of the support surface, in particular with regard to its size and / or section.
  • At least one of the mast-supporting support units forms a frame that allows insertion of one or more weighting plates, a side wall of a frame profile element of the frame one of the support unit associated Mastfußab mustard the Mastfußes directly or indirectly bears, and for attaching a Additional support unit provided outer wall of the support unit or at least one of the provided for attaching an additional support unit outer walls of the support unit is arranged parallel or perpendicular to the side wall of the support unit.
  • the holding means in particular the clamping element and / or the counter-clamping element, in the region of clamped mounting base having a through hole and an associated internal thread and protrudes through the through hole threadedly screwed with the female threaded member inwardly toward the mounting base and is supported on the outside of the mounting base or protrudes into a hole in the mounting base.
  • An advantage of this embodiment is the fact that the threaded element by frictional and / or positive locking can provide a particularly large holding force of the holding means on the mounting base.
  • the holding force of the holding means is thus based not only on the holding force, in particular the frictional and / or positive connection, between the clamping element or the counter-clamping element and the mounting base, but also on the influence of the threaded element, which additionally cooperates with the mounting base and a rotation of the mast against the mounting base additionally difficult.
  • the internal thread (s) preferably overlap with the associated through-hole (s).
  • each of the internal threads is aligned or coaxial with its associated through hole.
  • the threaded member tapers towards its resting on the mounting base or projecting into this end.
  • the diameter of the threaded element in the region of its front projecting into the mounting base end is only a maximum of 50% of the diameter, which has screwed to the internal thread portion of the threaded element.
  • the internal thread is formed in the through hole or in the hole wall of the through hole, in particular cut into it or pressed into it.
  • the mecanicgwinde is in this embodiment, so to speak, an internal internal thread of the through hole.
  • the clamping element and / or the counter-clamping element has a female thread carrying internal thread member, in particular in the form of a nut, which is attached to the outside or inside of the clamping element or Gegenklemmelements and overlaps with the through hole, in particular aligned ,
  • the internal thread is in this embodiment with respect to the through hole, so to speak, an external internal thread.
  • the threaded element is a screw
  • the screw head on the outside of the holding means in particular the outside of the clamping element and / or the Gegenklemmelements -, ie during assembly from the outside - is accessible. After tightening the screw, this is preferably on the outside of the holding means, in particular the outside of the clamping element and / or the Gegenklemmelements on.
  • the clamping element and / or the counter-clamping element preferably consists of a one-piece metal body, wherein on the Inside the clamping element and / or the Gegenklemmelements steps are formed, which or at least their step edges abut the mounting base after mounting of the clamping element and / or the Gegenklemmelements.
  • the clamping element and / or the counter-clamping element are preferably made of a one-piece cuboid, in particular plate-shaped, steel block by material removal by means of a machining process.
  • the clamping element and / or the counter-clamping element is formed by a component, in particular in the form of a U-shaped extruded profile, in which two parallel end portions each form an outer support wall, which is supported on the mounting base.
  • At least one support member which extends in the direction of the mounting base and is supported on the mounting base.
  • each one is preferably - seen in the mast longitudinal direction - in front of the mast and one behind the mast.
  • the mast holder preferably forms an antenna holder or a fall protection.
  • the holding means in particular the clamping element and / or the counter-clamping element, have at least one through-hole and at least one internal thread in the region of the clamped mounting base and a threaded element is screwed into the internal thread until it passes through the through-hole in the direction of the mounting base protrudes and rests on the outside of the mounting base or protrudes into a hole in the mounting base in the mounting base.
  • a drill whose outer diameter is smaller than the inner diameter of the internal thread, is passed through the through hole and the internal thread, is placed on the mounting base and a hole drilled in the mounting base, and the threaded element is screwed in so far that at least the end of the threaded element projects into the borehole in the mounting base.
  • the threaded element is screwed in so far that the end of the threaded element rests on the mounting base and the holding means and the inner mounting base are clamped by the threaded element.
  • the invention further relates to a method for mounting a mast holder, in which a mast is attached to a support device, which is intended to rest on a support surface and allows insertion of one or more weighting plates.
  • the mast holder can be used as a fall protection or form a fall protection device, for example on roofs, in particular flat roofs.
  • the mast is used in this case for attaching fasteners, such as fastening ropes or the like.
  • FIG. 5 shows a mast holder 10, which rests with its support device 20 on a support surface 1.
  • the support device 20 allows insertion of weighting plates, such as washed concrete slabs or the like, (also superimposed) to ensure a safe resting of the mast holder 10 on the support surface 1 and to avoid tipping of the mast holder 10.
  • Weighting plates are for the sake of clarity in the FIG. 5 Not shown.
  • a mast 30 is mounted on the support device 20, a mast 30 is mounted.
  • the mast 30 is mounted in the region of its mast base on a joint GLK comprising a support plate 32.
  • the support plate 32 may be screwed to the support device 20, for example with screws S.
  • the two mast-supporting support units 21 and 22 have a distance A to each other and are held by the support plate 32 at a distance.
  • the support plate 32 can also be mounted differently, so that a different distance than in the FIG. 5 shown or no distance between the mast-bearing support units results.
  • spacer elements 23 are preferably provided, which keep the two support units 21 and 22 at a distance.
  • the spacer elements 23 may be, for example, screws, threaded rods, bolts or the like.
  • FIG. 1 shows the mast 30 of the mast holder 10 and the joint GLK according to FIG. 5 closer in detail.
  • the support plate 32 is provided with two through holes 33 and two through holes 34.
  • the through holes 33 are used for attaching or screwing the support plate 32 with one of the two support units 21 and 22, for example, the first support unit 21 in FIG. 5 ;
  • the two through holes 34 are accordingly used, for example, for attaching the support plate 32 to the other mast-carrying Support unit, for example, the second mast-carrying support unit 22 in FIG. 5 ,
  • the joint allows pivoting of the mast relative to the support plate 32 and relative to the support surface. 1
  • FIG. 2 shows the first mast-carrying unit 21 of the support device 20 according to FIG. 5 closer in detail. It can be seen that the support unit 21 forms a frame 200, which insert one or more in the FIG. 2 not shown weight plates allows.
  • the FIG. 2 also shows that the first carrier plate 210 is provided with two pairs P1 and P2 at through holes.
  • the notional connection line FL between the through-holes of each pair P1 and P2 extends parallel to the side wall 201a.
  • Each of the pair of holes P1 and P2 at the through holes respectively enables mounting the support plate 32 by arranging the through holes 33 and 34, respectively, of the support plate 32 in alignment with the respective pair P1 and P2, respectively.
  • the support plate 32 can be screwed by means of the first support plate 210 by selectively arranging the through-holes 33 in alignment over the first pair P1 or alternatively over the second pair P2 and subsequently with these by means of the screws S (see FIG. FIG. 5 ) are screwed.
  • the center profile element 205 whose side wall 205a serves to support the first support plate 210, divides the frame 200 into two frame sections 200a and 200b into which weight plates can be inserted.
  • the frame sections 200a and 200b are preferably identical, that is the same size and the same shape.
  • the frame sections 200a and 200b are preferably square or rectangular.
  • FIG. 2 shows, moreover, that the frame 200 or the mast-supporting support unit 21 in addition to the frame profile element 201 further frame profile elements 202, 203 and 204 (see. FIG. 4 ), each of which is aligned perpendicular to the support surface 1 outer wall 202a, 203a and 204a (see. Figures 2 and 4 ).
  • the outer walls 202a, 203a and 204a are provided with interfaces, for example in the form of through-holes DL, for connecting, in particular screwing, with non-mast-supporting additional support units, as described below in connection with FIGS FIGS. 6 to 8 be explained, are suitable.
  • FIG. 3 shows in another illustration again the first support plate 210, which is supported by the side wall 201 a of the frame profile element 201 and by the side wall 205 a of the center profile element 205.
  • the first carrier plate 210 is preferably attached to both side walls 201a and 205a, in particular adhesively bonded or welded.
  • FIG. 4 shows the first mast-carrying support unit 21 and the second mast-supporting support unit 22, after they have been placed on the support surface 1.
  • the second mast-supporting support unit 22 has a second support plate 310 which is supported by a side wall 301a of a frame profile element 301 and by a side wall 305a of a central profile element 305 of the second mast-supporting support unit 22.
  • the two mast-supporting bearing units 21 and 22 are preferably identical, so that the above statements in connection with the FIGS. 2 and 3 apply accordingly to the second mast-carrying support unit 22.
  • FIG. 4 indicates that after a juxtaposition of the two mast supporting support units 21 and 22, the two side walls 201a and 301a are parallel and have a distance A from each other.
  • the height of the two support plates 210 and 310 of the two support units 21 and 22 is - relative to the support surface 1 - preferably the same.
  • the second mast-supporting support unit 22 also has two pairs P1 and P2 at through-holes.
  • different distances A between the two support units 21 and 22 can be adjusted.
  • a maximum distance A between the two mast-supporting support units 21 and 22 is adjusted by screwing the support plate 32 of the mast 30 with the frame-side outboard pairs P2 at through holes of the two support units 21 and 22.
  • the two frame-side inner pairs P1 at through holes remain unused.
  • This situation is also good in the FIG. 5 recognizes that the screws S are passed through the outer pairs P2 of the two support units 21 and 22, wherein the inner pairs P1 are unused.
  • a smaller distance or even abutment of the support units 21 and 22 can be achieved when used to screw the two support units 21 and 22 with the support plate 32 of one of the inner pairs P1 or both inner pairs P1 at through holes.
  • FIGS. 6 to 8 show in different views an embodiment of an additional support unit 500, for connecting, in particular screwing, with the support device 20 according to the FIGS. 1 to 5 is suitable to increase the contact surface of the support device 20 and the mast holder 10 in total on the support surface 1.
  • the additional support unit forms a frame 510 into which a weighting plate or one or several weighting plates can be placed.
  • the frame 510 of the additional support unit 500 is preferably identical to the frame sections 200a and 200b of the support units 21 and 22, ie the same size and the same shape. Such a configuration allows a flush fitting of the additional support unit 500 to the frame sections 200a and 200b of the support units 21 and 22.
  • the additional support unit 500 has four outer walls 520, 521, 522 and 523, which are perpendicular to at least approximately perpendicular to this after placing the additional support unit 500 on the support surface 1.
  • the two outer walls 520 and 522 are preferably parallel to each other and each have two spaced-apart through holes L1 and L2, which are aligned with those of the opposite outer wall (in pairs). That's how it can be seen that the through-holes L1 and the through-holes L2 face each other, respectively.
  • the two outer walls 521 and 523 are also parallel, but they have - in contrast to the outer walls 520 and 522 - each have four through holes L3-L6, which are aligned in pairs with those of the opposite outer wall.
  • auxiliary pad member 500 Due to the through-holes L1-L6 provided in the outer walls 520, 521, 522 and 523 of the auxiliary pad unit 500, it is possible to connect the auxiliary pad member 500 in different positions relative to the pad 20 with one or both mast-supporting pad units 21 and 22, respectively For example, by being bolted to the through-holes DL in the mast-supporting support units 21 and 22 by means of screws, threaded rods or threaded bolts and mating threads such as in the form of nuts.
  • the distance between the outer through holes L3 and L6 in the outer walls 521 and 523 of the auxiliary pad unit 500 is preferably as large as the distance between the through holes L1 and L2 in the outer walls 520 and 522, and as large as the distance between the two through holes DL in the outer walls 202a and 204a of each other parallel frame profile elements 202 and 204 of the mast-carrying support unit 21st
  • the distance between the two outer through holes in the outer wall 203 a of the frame profile member 203 and the respective adjacent inner through hole is preferably as large as the distance between the through holes L1 and L2 in the outer walls 520 and 522 of the additional support unit 500 and as large as the distance between the two through-holes DL in the outer walls 202a and 204a of the mutually parallel frame profile elements 202 and 204 of the mast-supporting support unit 21st
  • the through-holes L1-L6 in the outer walls 520, 521, 522 and 523 of the auxiliary support unit 500 and the through-holes DL in the mast-supporting support units 21 and 22 are preferably bores or punch holes.
  • the mast-supporting support units 21 and 22 are preferably identical, at least they preferably have the same arrangement of through-holes DL, so that the above information on the arrangement of the through holes DL for the mast-supporting support unit 22 apply accordingly.
  • FIG. 9 shows the mast holder 10 according to FIG. 5 After four additional edition units 500 according to the FIGS. 6 to 8 attached to the support device 20, in particular screwed, have been.
  • the arrangement of the additional support units 500 is chosen such that they each lie centrally to the mast 30.
  • FIG. 10 shows the mast holder 10 according to FIG. 5 in another arrangement, the additional support units 500 according to Figures 6 to 8. It can be seen that the additional support units 500 are arranged such that they are aligned with the associated frame portions of the frame of the respective mast-supporting support unit.
  • the FIG. 12 shows an embodiment of a joint GLK, which in the mast holders according to the FIGS. 1 to 11 can be used, and a possible connection of the mast 30 to the support plate 32 of the joint GLK closer in detail.
  • the joint GLK has two parallel hinge retaining plates 1029, which are attached to the support plate 32, preferably welded, glued or soldered.
  • the two parallel hinge retaining plates 1029 of the joint GLK support a mounting base 1030 of the joint GLK formed by a rod or tube.
  • the cross-sectional area of the rod or tube is preferably circular.
  • the joint GLK has holding means 1090, which comprise an upper clamping element 1100 and a lower counter clamping element 1110.
  • the upper clamping element 1100 is connected to the lower counter clamping element 1110 by means of a screw connection, which allow clamping of the mounting base 1030 between the upper clamping element 1100 and the lower counter clamping element 1110 by screwing.
  • the screwing between the clamping element 1100 and the counter-clamping element 1110 is effected by screws 1300, which are passed through fastening holes in the clamping element 1100 and screwed into threaded holes in the counter-clamping element 1110 to clamp the clamping element and the counter-clamping element on the mounting base 1030.
  • the mast base 1031 of the mast 30 is attached to the clamping element 1100, preferably welded.
  • two, each at least partially provided with an external thread threaded elements in the form of two screws 1310 recognize the center of the longitudinal axis of the clamping member 1100 and the longitudinal axis of the mounting base 1030 and thus - seen in the longitudinal direction of the mounting base 1030 - before and after the mast 30 are arranged.
  • the screws 1310 extend - perpendicular to the longitudinal axis of the mounting base 1030 - through the clamping member 1100 toward the mounting base 1030 and either rest on the mounting base 1030 or extend into a hole made in the mounting base 1030, particularly a borehole.
  • the function of the bolts 1310 is to create a frictional and / or positive fit between the clamping element 1100 and the mounting base 1030, which impedes or prevents a pivoting of the clamping element 1100 and thus a pivoting of the mast 30 about the longitudinal axis of the mounting base 1030.
  • FIG. 22 shows the support plate 32, the two parallel hinge retaining plates 1029 and the mounting base 1030 without the holding means 1090 again in a different view.
  • the distance between the mast-supporting support units 21 and 22 to the available space or the available support surface which is usually limited on balconies and terraces, adapt as desired, so that can be adjusted based on the respective space conditions a maximum possible tilting security of the mast holder 10.
  • the clamping element 1100 and the counter clamping element 1110 are each made of a one-piece metal body, preferably by a machining process, in particular by milling and / or drilling. With a view to the fact that the outer surfaces of the clamping element and the Gegenklemmelements are preferably parallel or at least parallel as possible in view of a simple assembly, it is considered advantageous if the clamping element 1100 and the counter-clamping element 1110 each consist of a one-piece cuboid, in particular plate-shaped, steel block be made by material removal.
  • steps 1200 are formed, or at least their step edges 1201 abut the assembly base 1030 after the assembly of the clamping element 1100.
  • the steps 1200 each extend at a preferably constant step height from one in which FIG. 13 and 14 left end of the clamping element 1100 to one in the Figures 13 and 14
  • the extension direction of the steps 1200 corresponds to the longitudinal direction of the clamping element 1100 (hereinafter also referred to as clamping element longitudinal direction X) and at the same time to the longitudinal direction of the mounting base 1030.
  • the counter-clamping element 1110 is provided with steps, preferably with a constant step height of a in the FIG. 15 left end of the Jacobklemmelements 1110 along the clamping element longitudinal direction X up to the other end of the Jacobklemmelements 1110 extend; these stages are in the FIG. 15 shown.
  • the function of the steps 1200 or the step edges 1201 of the steps 1200 is, after mounting the clamping element 1100 and the counter clamping element 1110 on the mounting base 1030, a "biting" of the steps 1200 or step edges 1201 into the mounting base 1030 or locally a plastic To cause deformation of the mounting base 1030 to achieve a particularly high anti-rotation or clamping force of the clamping element 1100 and the Gegenklemmelements 1110 in order to prevent rotation about the longitudinal axis of the mounting base 1030 around.
  • FIG. 13 shows the holding means 1090 and the clamping element 1100 and the counter clamping element 1110 again in more detail. It can be seen the mast 30, which can be screwed to the clamping element 1100 and / or welded and / or glued. In the FIG. 13 a weld 1085 is indicated, which welds the clamping element 1100 and the mast 30.
  • an external thread cut into the mast 30 and the transverse mastein insertion hole 1220 (see FIG. 14 ) of the clamping element has a matching, cut internal thread.
  • screws 1300 which are passed through fastening holes in the clamping element 1100 and screwed into threaded holes in the counter-clamping element 1110 to clamp the clamping element and the counter-clamping element on the mounting base 1030.
  • the bolts 1310 unlike the bolts 1300, are screwed through the clamping member 1100 to rest on or engage with the mounting base 1030 to complicate frictional and / or positive locking of the mast 30 about the longitudinal axis of the mounting base 1030 ,
  • the steps 1200 of the clamping member 1100 are interrupted by a transverse masteinsetzloch 1220, which extends coaxially to the mast 30 to the outside and thus also perpendicular to the steps 1200, in other words perpendicular to the image plane in FIG. 14 and thus also perpendicular to the longitudinal direction or groove longitudinal direction N of the transverse groove 1210.
  • the transverse Masteinsetzloch 1220 allows attachment of the mast 30 by screwing and / or gluing and / or welding (see FIG. 13 ).
  • the transverse mast insertion hole 1220 is preferably made by milling or drilling.
  • the steps 1200 are thus each - as seen in clamping element longitudinal direction X - divided into two stages sections, of which in the FIG. 14 left lying stage section with the reference numeral 1200a and in the FIG. 14
  • the right-hand step portion is identified by the reference numeral 1200b.
  • the lengths of the step portions 1200 a and 1200 b along the clamping member longitudinal direction X are in the FIG. 14 marked with the reference symbols L1 and L2.
  • FIG. 14 In addition, mounting holes can be seen 1250, passing through in the FIG. 13 shown screws 1300 to the clamping member 1100 according to FIG. 14 with the counter clamping element 1110 according to the Figures 12 and 13 to screw.
  • the through holes 1320 lie on the center axis of the clamping member 1100, so that the (notional) connection line FVL between the two through holes 1320 after mounting the clamping member 1100 on the mounting base 1030 parallel to the longitudinal axis of the mounting base 1030 and - with vertical mast alignment - vertically above the Longitudinal axis of the mounting base 1030 is located.
  • the through holes 1320 with the internal threads 1330 cut therein allow the screws 1310 to be screwed in, as already described in connection with FIGS FIGS. 12 to 13 has been explained above. After screwing the screws 1310, the screw ends extend in the illustration according to FIG. 14 out of the picture plane towards the viewer.
  • the clamping element length Lg or the total distance between the ends 1101 and 1102 of the clamping element 1100 is between 10 cm and 15 cm. With such a total length of the clamping element 1100 or at such a total distance, it is advantageous if the total length LL of the steps 1200 minus interruptions such as the transverse groove 1210 and the transverse Masteinsetzlochs 1220 in the FIG. 14 - Each is at least 6 cm.
  • the steps 1200 of the clamping element 1100 extend over a length of between 3 cm and 6 cm from the end 1101 of the clamping element 1100 to the transverse groove 1210 or transverse mast insertion hole 1220 and over a length of between 3 cm and 6 cm from the transverse groove 1210 and the transverse Masteinsetzloch 1220 to the other end 1102 of the clamping element 1100 extend.
  • FIG. 15 shows an embodiment for a counter-clamping element 1110, which can be used in the joint GLK, closer in detail in a three-dimensional representation obliquely from the side. It can be seen steps 1200, which have been worked out by removing material on the inside 1110i of the Gegenklemmelements 1110 and each with a preferably constant step height of the in the FIG. 15 left end 1111 along the clamping element longitudinal direction X to that in the FIG. 15 extend right end 1112 of the Schmidtmmelements 1110.
  • steps 1200 extend without interruption between the two ends 1111 and 1112 in the counter-clamping element 1110.
  • the length Lg of the counter-clamping element 1110 along the clamping element longitudinal direction X or the total distance between the two ends 1111 and 1112 of the counter-clamping element 1110 is preferably between 10 and 15 cm.
  • threaded holes 1450 are preferably present, the alignment of their arrangement with the mounting holes 1250 in the clamping element 1100, as soon as the clamping element and the counter-clamping element are screwed as intended.
  • the threaded holes 1450 are thus suitable for screwing in the bolts 1300 according to FIG. 13 and thus screwing the Gegenklemmelements 1110 with the clamping element 1100 according to FIG. 13 to enable.
  • the threaded holes 1450 are cut into the counter clamping member 1110 by a thread cutting method.
  • the clamping element 1100 and the counter-clamping element 1110 are preferably each made of a one-piece cuboid, in particular plate-shaped, steel block by material removal.
  • the clamping element 1100 it is considered advantageous for the clamping element 1100 to have the step surfaces F1200 of the steps 1200 parallel to the innermost inner surface 1111 of the clamping element, parallel to the outer surface A1100 to which the connecting tube is attached, and parallel to the pads K1100 through which the mounting holes 1250 are passed, lie.
  • the step surfaces F1200 of the steps 1200 are also preferably parallel to the inner inner surface 1111 of the counter-clamping element 1110, parallel to the outer surface A1110 of the counter-clamping element 1110 and parallel to the connecting surfaces K1110 into which the threaded holes 1450 are cut.
  • FIGS. 16 to 21 The mounting of the mast holder 10 and the attachment of the screws 1310 is exemplified in connection with the FIGS. 16 to 21 explained in more detail; while showing the FIGS. 16 to 18 an embodiment in which the screws 1310 are inserted into and engage a borehole in the mounting base 1030; the FIGS. 19 to 21 show another embodiment in which the screws 1310 are pressed onto the mounting base 1030 and these preferably deform at least on the outside.
  • FIG. 16 shows in a cross section of the mounting base 1030 with the clamping element 1100 placed thereon. It can be one of the two through holes 1320 with the internal thread 1330 cut therein recognize.
  • a borehole 1351 is first drilled into the mounting base 1030 with a drill 1350.
  • the drill diameter d of the drill 1350 is preferably selected such that the drill diameter is smaller than the inner diameter of the internal thread 1330 cut into the through hole 1320 in order to prevent damage to the internal thread 1330 during drilling or to minimize the risk of damage or damage.
  • the boring of the borehole 1351 into the mounting base 1030 from the outside 1100a of the clamping member 1100 through the through hole 1320 is in the FIG. 17 shown.
  • FIG. 18 shows the clamping member 1100 and the mounting base 1030 after a screw 1310 has been screwed into the internal thread 1330 and thus partially through the through hole 1320 has passed.
  • a screw end 1311 penetrates when screwing the screw 1310 into the borehole 1351 and leads to a positive connection between the Screw 1310, the clamping member 1100 and the underlying mounting base 1030th
  • the screw end 1311 instead of tapering the screw end 1311, another form of taper may be provided, for example, the front portion of the screw 1310 may be partially milled away or rotated away (by a lathe) to achieve a diameter reduction, in particular, a tapering of the screw end 1311.
  • the screw 1310 is sharpened forward and runs sharper to the end of the screw than conventional screws.
  • FIGS. 19 to 21 An alternative approach to mounting the clamping element 1100 on the mounting base 1030 is shown below.
  • a screw 1310 is screwed directly through the through hole 1320, so that the screw end 1311 is supported on the mounting base 1030.
  • the supporting of the screw end 1311 on the mounting base 1030 is in the FIG. 20 shown.
  • the screw 1310 and the screw end 1311 are screwed even deeper into the clamping element 1100, so that the screw end 1311 partially deforms the surface of the mounting base 1030 , Such an approach is in the FIG. 21 shown.
  • the screw 1310 is screwed in so far that the screw head 1312 rests on the outer side 1100a of the clamping element 1100.
  • the pole of the mast holder described above in connection with the figures can carry an antenna; In this case, the mast holder forms an antenna holder.
  • the above in connection with the figures described mast of mast holder hold a fall protection means; In this case, the mast holder forms a fall protection.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Warehouses Or Storage Devices (AREA)
EP17158132.5A 2016-04-26 2017-02-27 Support de poteau et procédé de montage d'un support de poteau Withdrawn EP3240103A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP16167015.3A EP3239537B1 (fr) 2016-04-26 2016-04-26 Dispositif de fixation et son procede de fabrication
EP16196412.7A EP3316395B1 (fr) 2016-10-28 2016-10-28 Dispositif de fixation et son procédé de fabrication
EP17150041.6A EP3342305A1 (fr) 2017-01-02 2017-01-02 Support de poteau et procédé de montage d'un support de poteau
EP17150038.2A EP3342962A1 (fr) 2017-01-02 2017-01-02 Support de poteau et procédé de montage d'un support de poteau

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EP3240103A1 true EP3240103A1 (fr) 2017-11-01

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EP17158132.5A Withdrawn EP3240103A1 (fr) 2016-04-26 2017-02-27 Support de poteau et procédé de montage d'un support de poteau

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404646A (zh) * 2021-07-22 2021-09-17 张辉煌 一种风电机组底部稳定装置
CN115467574A (zh) * 2022-11-15 2022-12-13 国网辽宁省电力有限公司 一种输电线杆防倾固定基座

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6089102A (ja) * 1983-10-21 1985-05-20 Maspro Denkoh Corp パラボラアンテナの支持装置
NL1003089C2 (nl) * 1996-05-10 1997-11-18 Standbouw En Onderhoudsbedrijf Mastvoet in het bijzonder voor een verplaatsbare reclamemast.
US20110095956A1 (en) * 2009-10-22 2011-04-28 Winegard Company Semi-permanent portable satellite antenna system
EP2237365B1 (fr) 2009-03-31 2013-05-29 Hans-Georg Engbarth Support d'antennes
DE202014103509U1 (de) * 2014-07-29 2014-09-08 Reinhold Winter Montagebasis mit einer Halterung für Masten
US8960615B1 (en) * 2010-07-06 2015-02-24 Are Telecom Incorporated Portable modular monopole tower foundation

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6089102A (ja) * 1983-10-21 1985-05-20 Maspro Denkoh Corp パラボラアンテナの支持装置
NL1003089C2 (nl) * 1996-05-10 1997-11-18 Standbouw En Onderhoudsbedrijf Mastvoet in het bijzonder voor een verplaatsbare reclamemast.
EP2237365B1 (fr) 2009-03-31 2013-05-29 Hans-Georg Engbarth Support d'antennes
US20110095956A1 (en) * 2009-10-22 2011-04-28 Winegard Company Semi-permanent portable satellite antenna system
US8960615B1 (en) * 2010-07-06 2015-02-24 Are Telecom Incorporated Portable modular monopole tower foundation
DE202014103509U1 (de) * 2014-07-29 2014-09-08 Reinhold Winter Montagebasis mit einer Halterung für Masten

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404646A (zh) * 2021-07-22 2021-09-17 张辉煌 一种风电机组底部稳定装置
CN113404646B (zh) * 2021-07-22 2022-07-29 山西恒泰绿源科技有限公司 一种风电机组底部稳定装置
CN115467574A (zh) * 2022-11-15 2022-12-13 国网辽宁省电力有限公司 一种输电线杆防倾固定基座

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