WO2018078111A1 - Système de pieux - Google Patents

Système de pieux Download PDF

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Publication number
WO2018078111A1
WO2018078111A1 PCT/EP2017/077631 EP2017077631W WO2018078111A1 WO 2018078111 A1 WO2018078111 A1 WO 2018078111A1 EP 2017077631 W EP2017077631 W EP 2017077631W WO 2018078111 A1 WO2018078111 A1 WO 2018078111A1
Authority
WO
WIPO (PCT)
Prior art keywords
pile
pile system
elements
ground
anchoring element
Prior art date
Application number
PCT/EP2017/077631
Other languages
German (de)
English (en)
Inventor
Maik Hentschel
Original Assignee
Maik Hentschel
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
Application filed by Maik Hentschel filed Critical Maik Hentschel
Priority to EP17793919.6A priority Critical patent/EP3532685A1/fr
Publication of WO2018078111A1 publication Critical patent/WO2018078111A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20—Posts therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/02—Wire fencing, e.g. made of wire mesh
    • E04H17/06—Parts for wire fences
    • E04H17/08—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
    • E04H17/1447—Details of connections between rails and posts
    • E04H17/1465—Details of connections between rails and posts the rails being supported within blind or through holes of the posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
    • E04H17/1447—Details of connections between rails and posts
    • E04H17/1473—Details of connections between rails and posts using fixing devices encircling, partially or fully, the post
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • E04H17/18—Corrals, i.e. easily transportable or demountable enclosures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20—Posts therefor
    • E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • the invention relates to a pile system for setting up barriers and / or fencing according to claim 1.
  • a pile system is known in various embodiments and variants of known art. It is used everywhere, if with a minimum of effort a temporary barrier and
  • Demarcation of certain areas is to be realized, which may be built depending on certain changing needs in a minimal amount of time, especially converted, must be.
  • the pile system to be trained should be able to be set up with a minimum of effort, as well as a not too large number
  • the pile system and its elements then, when it is not needed, occupies a minimal space for storage, from which it can be removed just as easily and easily and transported to the place of use.
  • the pile system should have the lowest possible mass, but also be sufficiently stable against mechanical effects and stress, as well as against the weather.
  • the pile system should also by a relatively untrained user in a relatively short time up and can be dismantled and thus mechanically designed as simple as possible. It thus results in the task of a pile system with the above-mentioned
  • the object is achieved with a pile system having the features of claim 1.
  • the pile system according to the invention consists of modular bladder-shaped pile elements which can be joined together via bayonet fasteners for the modular construction of a row of piles which can be varied in height, wherein each one
  • Pile element has at least one contour perforation with a passing through the body of the pile element through-opening for the introduction of shut-off.
  • the shape of the contour-crushing optionally also allows snapping a the circumference of the pile element at least partially embracing holding and connecting element.
  • each one has
  • Pile member at least one circumferential outer annular groove for securing a engaging in the annular groove circumferential holder, wherein the peripheral holder has means for attaching vertical and / or horizontal shut-off.
  • the pile system is therefore designed variably in several respects.
  • the individual piles can be assembled in different heights as required.
  • either tapes or Absperrseile can be introduced into the piles so erected or it can be fixed holding and connecting elements to which massive shut-off can be attached.
  • the pile elements are preferably blow-molded, d. H. they consist of a material suitable for this purpose, in particular a plastic. They are therefore easy to manufacture and sufficiently easy to transport.
  • Clamping element is provided, wherein the clamping element is formed from a connectable to the Garrund connecting element first support element with a thread in a first thread orientation, connectable to an outer attachment point second support element in a second thread orientation and connecting the support elements clamping nut.
  • the support elements and / or the turnbuckle nut of the clamping element are blow-molded items.
  • Cutting thread for screwing into a bottom and at one end a bayonet connection for locking a pile element or a
  • a set of shut-off beam elements is provided, each shut-off beam element having a through the through-openings of the contour-Durchd Wegiebschiebbare flattening, wherein the
  • the shutoff beam members are blow molded.
  • the holding and connecting element has a claw portion for snapping engagement in the push-through and at least one attachment portion for joining parts, wherein the claw portion at least one bore for introducing a connectable to the body of the pile element securing means, in particular a
  • Locking screw has.
  • fence elements be arranged anordenbaren fence elements, wherein the fence elements can be attached to each of the holding and connecting elements.
  • one end of the pile element means
  • Bayonet fitting attachable and a conclusion forming end cap be provided. According to one embodiment, one is located in the ground
  • Soil anchoring element can thus remain in the ground, while by the cover a from above acting pollution and weathering is prevented.
  • an end of the pole element by means of bayonet lock optionally connectable base element can be provided.
  • Stand element is used when the floor does not allow insertion of the anchoring element.
  • the lead-through opening of the contour punch-through is keyhole-shaped and has a lead-through section and a locking section, wherein the lead-through section allows unimpeded threading of chain links and the locking section enables the chain links to be suspended.
  • a chain can be fastened in a simple manner.
  • the peripheral holder has a loop-shaped closable and detachable, engaging in the annular groove circumferential band.
  • the circumferential holder has a detent mechanism closing the circumferential band and arranged at the end of the circumferential band
  • Ground anchoring element in the bottom region may be provided an anchoring aid internally reinforcing the ground anchoring element and transmitting an applied torque.
  • the anchoring aid consists in an expedient embodiment of an engaging inside in the upper region of the ground anchoring element driver, optionally an overarching driver bell and extending in the cavity of the ground anchoring element in the longitudinal direction Mit supportiveverinrung, wherein the driver and / or
  • a drive rod which can be coupled to the driver and / or the driver extension is provided, wherein the drive rod has a device for coupling an external rotary device.
  • Fig. 1 shows several views of an exemplary pile built up
  • Pile elements, and an anchoring element are Pile elements, and an anchoring element
  • FIG. 2 shows a representation of an exemplary pile element
  • Fig. 3 is a perspective view of a pile, a detail of two mutually coupled pile elements and a fürdschreibung, a representation of the bayonet closure in an open and a closed position, a sectional view of the bayonet closure in a first variant, a sectional view of the bayonet closure in a second variant, Fig. 7a an exemplary bayonet connection section on the pile element,
  • Fig. 8 a first bayonet closure in cross-section
  • Fig. 9 a second bayonet closure in cross-section
  • Fig. 10 a third bayonet closure in cross-section
  • Fig. 11 an exemplary holding and connecting element
  • Fig. 12 shows an exemplary arrangement of a pile and a tensioning element together with ground anchoring elements
  • Fig. 13 is an illustration of the connection between the clamping element and
  • FIG. 14 is a representation of an exemplary tensioning element
  • FIG. 15 shows a representation of two exemplary support elements with oppositely oriented threads
  • FIG. 16 is an illustration of one of the support members
  • FIG. 16a shows a cross section of a radially segmented turnbuckle nut
  • FIG. 17 shows an exemplary configuration of a two-post pile
  • FIG. 17a the in Fig. 17 is a plan view
  • FIG. 18 an exemplary connecting element
  • Fig. 19a two exemplary embodiments for a cover element
  • Fig. 20 a penetration with a passed through strand or a band
  • Fig. 21 a depression in cooperation with an arrangement of
  • FIG. 22 shows a pile element with a push-through and a chain threaded through it
  • FIG. 23 shows the pile element from FIG. 22 with the chain threaded through it
  • FIG. 24 shows a detailed representation of the push-through, the lead-through opening and the thread-threaded chain
  • FIG. 25 shows the detailed illustration from FIG. 24 with an additionally arranged one
  • Fig. 26 the threading with threaded chain in a first longitudinal section
  • Fig. 27 the threading with threaded chain in a second longitudinal section
  • Fig. 28 the threading with threaded chain in a cross section
  • Fig. 29 the threading with threaded chain in a cross section and additionally arranged holding and connecting element
  • Fig. Figure 30 shows an exemplary floor anchoring element with additional
  • Fig. 31 a first embodiment of a displacement body in the form of a
  • Fig. 33 an exemplary insertion tool for the ground anchoring element
  • Fig. 34 is an illustration of a part of the screwing tool for the
  • Fig. 36 a driver extension in cross section
  • Fig. 37 the driver extension within the ground anchoring element in cross section
  • Fig. 38 the insertion tool within the ground anchoring element in a
  • Fig. 39 a pile element with additional annular grooves
  • Fig. 40 different exemplary pile extensions for the pile element
  • Fig. 41 is a detail of a circumferential holder in an annular groove in
  • FIG. 42 shows an overall view of a pole with a clamping element and a plurality of circumferential holders inserted in corresponding annular grooves
  • Fig. 43 an exemplary attachment of a bar grille mat on the
  • Fig. 44 a plurality of circumferential holder in different configurations on a
  • Fig. 45 two different circumferential holders for vertical and horizontal
  • Anchoring mesh bars Fig. 46 an exemplary peripheral holder in a large scale
  • Fig. 47 is an illustration of the detent mechanism of the circumferential holder and a
  • Fig. 48 is a large view of a peripheral holder in a second
  • FIG. 1 shows several views of an exemplary pile A.
  • the pile A is made up of a plurality of pile elements 2.
  • a ground anchoring element 1 is provided, with which the pile can be anchored in a sufficiently loose as well as stable floor area.
  • the individual pile elements 2 are blow-molded plastic parts over
  • Bayonet locks 5 can be connected to each other.
  • two pile elements are coupled together and terminated with an end cap 3 at its upper end. It is according to the invention that the number of coupled pile elements per se can be arbitrary, so that in this way piles in respectively different lengths depending on the requirement
  • the end cap 3 can be shaped differently, in particular designed as a decorative cap.
  • Each pile element has at least one contour perforation 6. H here are recesses introduced into the body of the pile element, which face each other in pairs and inside the body
  • openings 7 can be passed or attached by the strand, belt or rope-like shut-off or so-called Absperrbalkenimplantation.
  • chain-type shut-off can be used.
  • Fig. 2 shows a pile element 2 in a single representation.
  • the pile element has at its end bayonet sections 20 with which the mentioned
  • Bayonet connections can be realized with other pile elements or other parts.
  • the contour depressions 6 are introduced as depressions in the body of the pile element and also have the mentioned
  • the Kontur maldschreibonne 6 cause a profiling of the outer contour of the pile element and at the same time an inner stiffening of the blow-molded body of the pile element.
  • At the profiled outer contour formed by the perforations can each at least one holding and
  • Connecting element 11 are infected, which surrounds the circumference of the pile element at least partially.
  • the contour perforations form in particular Attachment points in which the holding and connecting element can engage like a claw.
  • the contour perforations secure the holding and
  • a holding and connecting element can also be attached to at any other points of the pile element and there embrace the contour of the pole element form fit.
  • Fig. 3 shows the in Fig. 1 illustrated pile A in a spatial
  • FIG. 3 shows, in particular, that the pile A in all its parts, as well as the ground anchoring element 1, are hollow, blow-molded parts which are stabilized in their shape and additionally stiffened, in particular by the contour perforations 6.
  • Fig. 4 shows a detailed representation of two mutually coupled pile elements 2 and one of the contour perforations 6. As described, the
  • Pile elements connected via a bayonet connection 5 with each other.
  • the pile elements are in this case pushed against each other at the mating ends and rotated by a certain angle, which are thereby locked.
  • the pile elements have connection markings 21. These indicate in particular by the indication "TOP", which end of the pile element must point upwards and they indicate the position by arrow markers at which the pile elements can be pushed together or withdrawn from each other and in which the pile elements are locked together by the bayonet lock ,
  • the Kontur maldrückung 6 turns from the outside as a in the interior of the
  • Pile member recessed portion of the outer wall, which is located with a corresponding opposite same section inside the
  • FIG. 5 shows the operation of the connection marks 21 on the
  • Fig. 6 shows an exemplary bayonet connection 5 in a first
  • Embodiment in particular in the region of the connection between a pile element and the ground anchoring element 1 or between a
  • Connecting element 15 which can also be used in the ground anchoring element 1.
  • the connecting element 15 is in the
  • the provided on the connecting element 15 bayonet connection portion 22 of the bayonet closure has a longitudinal groove 23 and two of the longitudinal groove 23 perpendicularly branching and the circumference of the bayonet connection portion partially surrounding transverse grooves 24. These correspond to an arrangement of nubs 25 on the
  • FIG. 7 shows a bayonet connection between a bayonet connection section on the pile element 2 and the floor anchoring element.
  • Fig. 7a shows a bayonet connection section 22 provided for this purpose on the pile element.
  • additional nubs 25 are in a lower one
  • Bayonet connection portion 22 of the pile element are also the longitudinal groove 23 and the transverse grooves 24th In addition to the orientation in the assembly of the pile elements, the longitudinal groove 23 acts in a reverse rotation as a stop, whereby the
  • Floor anchoring element 1 can be rotated out of the ground again.
  • At least one of the two transverse grooves in this case has a wedge or tightening bevel 26, over which the bayonet connection not only locked, but also tightened screw-like and thus can be firmly connected to the ground anchoring element, so that the pile element together with the
  • Ground anchoring element is screwed into the ground, without the connection between these two parts unintentionally dissolves.
  • FIGS. 8, 9 and 10 show different cross sections of
  • Fig. 8 shows a cross section through a pile element in the vicinity of the upper end cap 3 of Fig. 1.
  • Fig. 9 shows a cross section in the lower region of the pile element 2 in the transition to a further coupled thereafter
  • FIG. 10 is a cross section through the upper portion of
  • Stops 20 a are positioned in their end position.
  • the attacks are circumferentially equally distributed, z. B. at a mutual angle of 120 °.
  • Fig. 11 shows an exemplary holding and connecting element 11.
  • the holding and connecting element here has a claw portion 27, which the
  • Pile element surrounds and can be snapped into the contour perforations 6. This happens, for example, as shown in Fig. 2.
  • a bore 29 is provided, via which a self-tapping locking screw, not shown here, in the body of the
  • Pile element can be screwed into it.
  • the holding and connecting element also has at least one attachment portion 28, on which shut-off elements, in particular fence elements or barriers, but also
  • Clamping elements can be attached. A particularly important role plays the holding and connecting element but also in the stabilization of individual piles, which must be made for example in corner areas of a fencing or at regular intervals a row of posts.
  • the following figures and exemplary embodiments represent exemplary stabilizing means.
  • Fig. 12 shows an exemplary tensioning element B which branches off at a slant from a given pile A and from a holding and fastening means attached to the pile
  • Connecting element 11 leads to an outer attachment point 30 near the bottom.
  • the outer attachment point 30 is formed here by the previously mentioned connecting element 15, which, like the pile A, is in each case connected to a ground anchoring element 1.
  • Fig. 13 shows the attachment of the clamping element B to the pile A in a detailed view.
  • Pile elements 2 a holding and connecting element 11 is snapped and additionally fixed there by means of a screwed into the bore 29 fuse protection.
  • a holding and connecting element 11 is snapped and additionally fixed there by means of a screwed into the bore 29 fuse protection.
  • Connecting element is a belonging to the clamping element B support member 12 via a corresponding fastening tab 31 is attached.
  • This attachment can be done via a bolt, a screw or a similar means, in addition, a cotter pin can be provided. It is clear that on the holding and connecting element 11, a further clamping element B can be attached, if this is necessary, for example in corner areas.
  • the tensioning element consists of a first support element 12 and a second support element 13. Both support elements each have a thread 32 and a fastening tab 31. The thread of the first support element is opposite to that of the second support element oriented as left and right-hand thread opposite. Both support elements are screwed into a turnbuckle nut 14 at opposite ends.
  • the turnbuckle nut has a first threaded end 33 and a second threaded end 34.
  • In the central region of the turnbuckle nut 14 is a square section 35, over which the turnbuckle nut can be rotated, thereby the support elements on the thread in opposite direction from the turnbuckle nut out or into this are moved into and over the mounting tabs 31st
  • the square section can also be designed as a hexagon or another shape to approach a wrench or other tool.
  • Fig. 15 shows the upper support member 12 and the lower support member 13. Both have each a thread 32, wherein the threads are mutually opposed (left-hand thread / right-hand thread) oriented. Each of the two support elements has a fastening tab 31.
  • the support elements, as well as the pile elements, may be formed as blow-molded plastic parts.
  • the thread 32 in both support elements is incorporated as by the blow molding process in the outer contour
  • the fastening tabs 31 are embossed in the blow-molded form as a conclusion.
  • Each of the support elements thus consists of a closed blow-molded hollow mold with a bottom 36.
  • Fig. 16 shows the associated turnbuckle nut 14. This is also a blow-molded part with a first threaded end 33 and a second
  • Threaded end 34 The threads are oriented opposite to each other.
  • Fig. 16a shows the
  • Cross section of the turnbuckle nut in the area of the first threaded end 33 consists of a radially segmented and thus in the circumference, each interrupted at an angle of 90 °
  • Fig. 17 shows a configuration in which a pile A is connected to two tension members B. Such a connection is about the holding and
  • connection element 11 made in the manner already described above.
  • the pile A is stabilized in two directions against corner acting tensile forces. As already described, this makes it possible to stabilize the pile A in a corner position.
  • Fig. 17a shows this arrangement in a plan view. It can be seen how the pile A through the two
  • Clamping elements B is stabilized in two mutually substantially vertical directions.
  • Fig. 18 shows the connecting element 15 in a single view.
  • Connecting element consists of a bayonet closure portion 22 and a connecting portion 37 with a tab 38.
  • the bayonet closure portion includes the already described longitudinal and transverse grooves 23 and 24 and is used to connect the connecting element with the located in the ground
  • connecting member 15 can also be mounted as an end cap to thereby another
  • attachment point or a barrier, such as a rope to wear.
  • the connecting portion 37 protrudes above the ground level and forms via the tab 38 located at the bottom attachment point for the
  • Fig. 19 shows the connecting element 15, inserted in the
  • the connecting element is designed as a hollow body. This can also be realized as a blow-molded plastic part.
  • Fig. 19a shows two exemplary embodiments of a cover 4.
  • the floor anchoring elements can thereby remain in the ground, if no pile or no connection element is to be used.
  • the cover can be provided, which can also be used by means of a bayonet connection in the ground anchoring element and lock.
  • the cover elements have a plate-shaped upper side 39.
  • the cover is a female connector 40 on the projecting beyond the soil part of the
  • the socket is designed in this way that it sits firmly on the protruding part and clamps and / or locks.
  • a bayonet closure portion 22 is arranged on the plate-shaped upper side 39, via which the cover can be connected to the ground anchoring element 1.
  • Fig. 20 shows the attachment tape or rope-like shut-off on a
  • Contour penetration 6 of a pile element 2 In the upper illustration, the contour perforation is shown in a longitudinal section, in the lower representation in a cross section.
  • the tape-like shut-off is in here
  • a stranded wire 40 a which is threaded into the passage opening 7 within the contour depression and threaded through.
  • a stranded wire 40 a which is threaded into the passage opening 7 within the contour depression and threaded through.
  • tape-like shut-off and chains can be used.
  • Fig. 21 shows a push-through 6 in cooperation with an arrangement of shut-off bar elements 19.
  • the shut-off bar elements can also be blow-molded plastic parts. These consist in the present case of cylindrical hollow bodies 41, which have a flattening 42 at their ends. One of the flats is here as a fork 43, the other part as a
  • Flat piece with bolt 44 is formed. Instead of the bolt may also be provided a hole for performing a bolt.
  • the flattening of two Absperr- beam elements is threaded through the passage opening of the contour suppression, each with a fork 43 with a flat piece with bolt 44 engages.
  • the compound formed in this way is articulated to a sufficient extent, so that thereby height differences in non-level terrain
  • FIG. 22 shows a pile element 2 with a contour extrusion 6 and a chain threaded through it, which consists of individual chain links 45.
  • the chain links are guided through the passage opening 7.
  • FIG. 23 additionally shows a holding and holding device arranged at the contour suppression.
  • Fig. 24 shows the shape of the passage opening 7 in more detail. This consists of a feedthrough section 46, which in this example has a circular contour and is dimensioned so that all chain links 45 can be pulled through regardless of their orientation through this part of the passage opening.
  • the passage opening also has a locking portion 47. This is in contrast to the implementation section slit-shaped and thus narrow. The width of the slot corresponds to the
  • Figures 26 and 27 show a representation of the contour 6 and the passage opening 7 in a longitudinal section
  • Fig. 28 and FIG. 29 show the
  • FIG. 28 and 29 show the Kontur maldrückung 6 with the hinged chain in cross-section, in Fig. 29 is also the holding and Verbidnungselement 11 snapped into the shape of the Kontur maldschreibu ng. It can be seen that the chain is hooked with a chain link in the locking portion 47 of the passage opening 7.
  • Fig. Figure 30 shows an exemplary floor anchoring element 1 with additional displacement bodies. The following displacement bodies are in the region of the ground-directed tip of the ground anchoring element
  • the displacement body are in the present example
  • the threaded section also contains at the top of the
  • Bodenanank für sens institutes a compression area 52, in which the soil is pressed together on the flanks and so the
  • Ground anchoring element additionally clamped.
  • a collar 53 is additionally provided, which, on the one hand, is used as an above-ground closure of the floor anchoring element in FIG.
  • Terrain serves and / or otherwise can take over positioning tasks.
  • the collar is made, like the rest of the ground anchoring element, for example, by a blow molding process.
  • FIG. 31 shows a detailed illustration of the wing displacement bodies 49.
  • the wing displacement bodies 49 are designed such that the
  • FIG. 32 shows a more detailed illustration of the small displacement bodies 50 in the region of the tip 51 of the ground anchoring element.
  • the small displacement body are designed as knob-like formations. These cause a rubbing and thus a continuous interruption of the compressing before the top layer of the soil in the region of the tunneling cone and thus a facilitated penetration of the thread into the ground.
  • FIG. 33 shows an exemplary screwing tool for screwing in the
  • Ground anchoring element 1 in the ground is intended to internally stiffen both the ground anchoring element and the
  • the screwing-in tool consists of a drive rod 55, to whose upper end pointing away from the bottom an adapter 56 can be inserted.
  • the adapter includes a square 56a and a hexagon socket 56b.
  • the square and the hexagon socket can also be replaced by other suitable profiles.
  • an external means for example a drilling machine, for turning the screwing tool and thus the tool can be used via the adapter
  • Floor anchoring element 1 are coupled to the drive rod 55.
  • the drive rod can be coupled to a driver bell 58.
  • This sits on the upper end of the ground anchoring element on the collar 53.
  • the floor anchoring element 1 is, as mentioned, a blow-molded and thus hollow in the interior part.
  • the driver bell 58 receives a driver 57. This engages in the upper part of the cavity of the floor anchoring element 1.
  • a driver extension 57a fills the remaining part of the cavity of the floor anchoring element 1 and in particular extends into the top of the floor anchoring element 1.
  • Fig. 34 shows the connection between the drive rod 55 and the
  • Carrying bell 58 in more detail.
  • the Carrier bell shown here translucent.
  • the driver bell is connected to the drive rod 55 via a driver securing bolt 58a. At the same time it sits positively on the collar 53 of the
  • the driver 57 is displaceable on the drive rod 55.
  • the driver 57 within the ground anchoring element 1 engages in the driver bell 58 via a bayonet closure.
  • Driver 57 has a number of cam grooves 57b. These engage positively in nubs 57c within the head part of the
  • Ground anchoring element to be rotated as well.
  • FIG. 35 shows the follower extension 57a adjoining the driver 57.
  • the driver extension 57a is inserted in the driver 57.
  • the length of the driver extension is dimensioned so that it reaches down to the top of the ground anchoring element.
  • extension grooves 59 engage positively with a series of nubs 25 in the interior of the cavity of the floor anchoring element 1 in each other.
  • Floor anchoring element connected on the inside, it transmits an externally applied torque to several points of the ground anchoring element simultaneously. As a result, a torsion of the ground anchoring element in Turning and driving minimized and the floor anchoring element additionally stiffened internally.
  • Fig. 39 shows a pile element 2 in an exemplary embodiment with a plurality of annular grooves 60.
  • the pile element otherwise consists of the previously mentioned sections and parts.
  • the annular grooves 60 are used for inserting ring elements which will be described in more detail below.
  • the annular grooves 60 may be provided either instead of the above-mentioned perforations, but also in addition to the perforations on the pile element. Of course, it is also possible to join pile elements, the
  • FIG. 40 shows exemplary pole extensions 61 in two different embodiments. These pile extensions serve on the one hand as a conclusion of the upper pile end and thus a prevention of the ingress of
  • a cap-shaped pile extension 61 is provided on the left, while the pile extension 61 in the right
  • Embodiment has an eyelet 61a through which, for example, a wire can be passed. Both pile extensions are inserted via a bayonet lock into the respective pile element.
  • Fig. 41 shows in plan view and in section a circumferential holder 62 inserted into one of the annular grooves 60. This is wrapped around the pile element in the region of the respective annular groove and in the manner of a cable tie
  • FIG. 42 shows a modification of the already shown in FIG. 12 shown example. Instead of the perforations 6 shown in FIG. 12, a plurality of annular grooves 60 are provided on the mutually coupled pile elements, which are occupied by the peripheral holders 62. One of the peripheral holder connects the pile A with the clamping element B, the remaining peripheral holders can be used for inserting blocking elements.
  • FIG. 43 shows exemplary peripheral holders 62 fastened to the pile elements into which a bar screen mat 63 has been inserted, whereby a fence can be realized together with the pile elements.
  • FIG. 44 shows in a single representation two variants of the peripheral holders 62, which are designated here by the reference numerals 62a and 62b. The peripheral holders 62a serve to lock and attach horizontally extending
  • the peripheral holder 62 b may be a vertically extending
  • the peripheral holder 62a receives a horizontal blocking means, for example the horizontal strut of a grid, the peripheral holder 62b the vertical strut of a grid.
  • Both circumferential holders can be arbitrarily positioned in the respective annular groove 60 in the azimuthal direction, so that in particular a flank of a pile only horizontally oriented fasteners and another flank of a pile only vertical fasteners allows, with the two types of attachment do not negatively influence or hinder each other.
  • Fig. 46 shows a peripheral holder 62 in its embodiment as a peripheral holder 62a.
  • To fasten the horizontally extending locking elements here serves a flap 64 which can be folded down over a film hinge 64a and thereby comes to rest on a landing area 64b for the intended shut-off.
  • the flap 64 and the landing area 64b close the
  • a tapping screw can be driven through the peripheral holder into the covered pile element.
  • the peripheral holder 62a includes a circumferential band 65 in which a contour element 66 is located and arranged on the peripheral band mounting aids 67 and a
  • Latching mechanism 68 can be tightened annular.
  • Peripheral holder thus has an open, band-shaped state and a closed annular state.
  • the contour element serves as Balancing means for the annular state in which the peripheral holder is locked in the annular groove 60.
  • the locking mechanism 68 acts like a cable tie, but can be solved.
  • the assembly aids 67 allow convenient access to contraction of the circumferential band 65, the contour element 66 on the one hand supports the circumferential band in the annular groove, on the other hand, it allows a certain bending deformation in the
  • Fig. 47 shows the operation of the locking mechanism 68 in more detail in the upper illustration.
  • the locking mechanism 68 consists of a arranged at one end of the circumferential band corrugated sheet 68a and cooperating with the corrugated sheet locking lip 68b.
  • the corrugated sheet 68a includes a serrated surface, the locking lip 68b hooking into this surface hook.
  • the corrugated sheet is passed through a passage opening 68c.
  • the peripheral band 65 curves in the
  • the assembly aids 67 can be easily grasped and compressed, for example, with thumb and forefinger, whereby the locking mechanism closes.
  • the locking mechanism is lockable, so that it can be designed insoluble at least without much effort.
  • an expansion dowel 68e is used in a blocking window 68d, which can only be removed from the locking window again by a considerable effort. This closes the locking window, thereby blocking an actuation of the locking lip 68b.
  • Fig. 48 shows the peripheral holder in its embodiment as a peripheral holder 62b. As with the embodiment of the peripheral holder 62a, this also has
  • a circumferential band 65 with a contour element 66 is also provided here, which consists of the corrugated sheet 68a and the locking lip 68b.
  • the operation of the detent mechanism corresponds to that of the embodiment of the peripheral holder 62a.
  • a vertical bearing 69 is provided within the circumferential band 65.
  • This is a molding through which a vertical shut-off, for example, a vertical grid bar can be guided and fastened. Together with the peripheral holder in its embodiment 62 a thereby blocking grid elements on the
  • Pile system are attached, as shown in Fig. 45 has already been shown.
  • Fig. 48 shown embodiment of the peripheral holder has an assembly aid 67.
  • This is additionally provided in the present example with a mounting eyelet 70.
  • this mounting eye further components and elements, in particular the clamping element B, are attached.
  • a radial securing possibility in the form of a hole 71 is provided, via which a tapping screw can be driven through the circumferential band 65 into the post element encompassed by the peripheral holder.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

L'invention concerne un système de pieux destiné à la mise en place de barrières et/ou de clôtures, constitué des éléments de pieu moulés par soufflage modulaires, pouvant être assemblés à l'aide des fermetures à baïonnette, pour la construction modulaire d'une série de pieux pouvant être réglés en leur hauteur, chaque élément de pieu comportant au moins une partie en renfoncement du contour, dotée d'un orifice de traversée passant à travers le corps de l'élément de pieu pour l'insertion et le filetage des moyens de fermeture, la forme de la partie en renfoncement du contour permettant éventuellement d'encliqueter un élément de retenue et de raccordement englobant, au moins partiellement, la circonférence de l'élément de pieu. Chaque élément de pieu peut en outre comprendre au moins une rainure annulaire extérieure périphérique pour fixer un support circonférentiel s'engageant dans la rainure annulaire, le support circonférentiel comportant des moyens pour fixer les moyens de fermeture verticaux et/ou horizontaux.
PCT/EP2017/077631 2016-10-28 2017-10-27 Système de pieux WO2018078111A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP17793919.6A EP3532685A1 (fr) 2016-10-28 2017-10-27 Système de pieux

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016120705.5A DE102016120705B3 (de) 2016-10-28 2016-10-28 Pfahlsystem
DE102016120705.5 2016-10-28

Publications (1)

Publication Number Publication Date
WO2018078111A1 true WO2018078111A1 (fr) 2018-05-03

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EP (1) EP3532685A1 (fr)
DE (1) DE102016120705B3 (fr)
WO (1) WO2018078111A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB202015892D0 (en) * 2020-10-07 2020-11-18 Hotline Horizont Ltd Fence post

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US991913A (en) * 1910-04-06 1911-05-09 Harry F Von Engeln Fence-post brace.
GB524717A (en) * 1939-02-04 1940-08-13 Francis William Kennedy Improvements relating to adjustable turnbuckles or like tensioning-devices
US4124198A (en) * 1977-10-03 1978-11-07 Wong Woon Tong Plastic fence
US20090302292A1 (en) * 2008-06-09 2009-12-10 William Dean Priefert Fence Post
DE102012007584A1 (de) * 2012-04-06 2013-10-10 Maik Hentschel Verfahren zur Herstellung von Kunststoffpfählen
WO2015009165A1 (fr) * 2013-07-17 2015-01-22 Gallagher Group Limited Support et procédé pour l'utiliser
WO2016064183A1 (fr) * 2014-10-22 2016-04-28 뉴그린창신 주식회사 Poteaux de clôture non perforés sans trous de boulon, clôture de type grillage utilisant les poteaux et procédé de construction de clôture

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH146206A (de) * 1930-03-17 1931-04-15 Schwab Adolf Pfosten mit Sockel.
IT8407065V0 (it) * 1984-10-12 1984-10-12 Rovera Resine Srl Paletto con porzione a vite da ancorare al suolo, particolarmente per il collegamento e il sostegno di cancellate.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US991913A (en) * 1910-04-06 1911-05-09 Harry F Von Engeln Fence-post brace.
GB524717A (en) * 1939-02-04 1940-08-13 Francis William Kennedy Improvements relating to adjustable turnbuckles or like tensioning-devices
US4124198A (en) * 1977-10-03 1978-11-07 Wong Woon Tong Plastic fence
US20090302292A1 (en) * 2008-06-09 2009-12-10 William Dean Priefert Fence Post
DE102012007584A1 (de) * 2012-04-06 2013-10-10 Maik Hentschel Verfahren zur Herstellung von Kunststoffpfählen
WO2015009165A1 (fr) * 2013-07-17 2015-01-22 Gallagher Group Limited Support et procédé pour l'utiliser
WO2016064183A1 (fr) * 2014-10-22 2016-04-28 뉴그린창신 주식회사 Poteaux de clôture non perforés sans trous de boulon, clôture de type grillage utilisant les poteaux et procédé de construction de clôture

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DE102016120705B3 (de) 2017-12-21

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