EP3851616A1 - Ancre de transport pourvue de bande de maintien - Google Patents

Ancre de transport pourvue de bande de maintien Download PDF

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Publication number
EP3851616A1
EP3851616A1 EP20152603.5A EP20152603A EP3851616A1 EP 3851616 A1 EP3851616 A1 EP 3851616A1 EP 20152603 A EP20152603 A EP 20152603A EP 3851616 A1 EP3851616 A1 EP 3851616A1
Authority
EP
European Patent Office
Prior art keywords
anchoring
load
anchoring legs
legs
cross strut
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.)
Granted
Application number
EP20152603.5A
Other languages
German (de)
English (en)
Other versions
EP3851616B1 (fr
Inventor
Georg Weidner
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
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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
Application filed by Individual filed Critical Individual
Priority to EP20152603.5A priority Critical patent/EP3851616B1/fr
Priority to EP20181897.8A priority patent/EP3851617B1/fr
Publication of EP3851616A1 publication Critical patent/EP3851616A1/fr
Application granted granted Critical
Publication of EP3851616B1 publication Critical patent/EP3851616B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/145—Means in or on the elements for connecting same to handling apparatus specific for hollow plates
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B5/00—Clamps
    • B25B5/14—Clamps for work of special profile
    • B25B5/145—Clamps for work of special profile for plates

Definitions

  • the invention relates to a transport anchor, in particular for cavity walls or double or multiple concrete walls, each with opposite concrete shells according to claim 1.
  • the invention also relates to a method for producing such a transport anchor according to claim 8.
  • transport anchors filament anchors
  • the transport anchors essentially comprise a load bracket and a cross bar or a cross strut.
  • the parallel opposite ends of the load bracket serve as anchoring legs for setting in concrete each in a concrete shell. They are connected to one another by a middle section, which is usually curved one or more times, and are held apart or at a predetermined distance from one another by the cross strut. This is to prevent the anchoring legs from contracting and tearing out of the concrete shells when the wall is lifted.
  • the cross strut is movably displaceable or attached to the anchoring legs by welded connections or tacking, with the entire load bracket of the transport anchor being stiffened.
  • a load shackle having a load shackle middle section and the anchoring legs of the lifting anchor, is often provided by bending a rebar by means of a bending machine.
  • a problem with such a manufacturing process is that the rebars used as the starting material are not always the same. There are tolerances of the rebars with regard to the strength, the dimensions, in particular the diameter, the roundness and the dimensions of the ribs of the rebar. If these rebars are then processed into transport anchors, each curved transport anchor can have different external dimensions during the subsequent re-measurement. These deviations are exacerbated by manufacturing tolerances in the bending machine and temperature differences in the steel.
  • the distance between the two anchoring legs is particularly affected by these deviations, since during manufacture, storage, transport or When installing the transport anchor in the precast concrete plant, the loose anchoring legs can easily be bent. These deviations in the external dimensions of the transport anchor are undesirable and problematic for installation and operational safety.
  • the anchoring legs are bent further conically, i.e. the transport anchor becomes wider towards the anchoring leg end sections, the concrete cover on the outside of the double concrete wall falls below the required minimum thickness. This can cause rust damage to the transport anchor.
  • the anchoring legs require a concrete cover of 10mm according to the installation instructions. Even a slight bending of the anchoring legs, which results in an increase in the distance between the anchoring leg end sections by 1 mm, reduces the concrete cover by a whole 10%. If, on the other hand, the anchoring legs are pressed together, the transport anchor becomes narrower towards the anchoring leg end sections and the distance between the anchoring leg end sections can be less than the length of the cross strut.
  • the transport anchors for concrete double walls also have an additional cross strut on the anchoring leg end sections, which is welded to the anchoring legs in the area of the anchoring leg end sections.
  • the invention is based on the object of improving the operational safety of the known transport anchor and reducing the risk of errors during installation.
  • a transport anchor with two anchoring legs is usually assumed below, which connects two concrete shells of a double wall with one another.
  • a load shackle typically has two anchoring legs, one anchoring leg each being or capable of being poured into a concrete shell or concrete wall of a double wall.
  • the load shackle middle section is preferably arranged in a space between the opposing concrete shells.
  • the cross strut can also be arranged in this intermediate space and absorbs the compressive and / or tensile forces when lifting or erecting the double wall on the transport anchor and thus stabilizes the transport anchor when the load is picked up.
  • the cross strut can be designed as a spacer device or other device for maintaining the spacing between the anchoring legs.
  • a holding device which additionally includes the transport anchor at at least two contact points, additionally stabilizes the individual sections of the load handle and the cross strut in the load handle.
  • the desired shape of the transport anchor set during manufacture can also be obtained during storage and installation. This simplifies the handling when installing the transport anchor in the double wall to be produced and increases the safety of installation.
  • Detachable fastening means that the holding device can be removed non-destructively before, after and / or during installation or at least loses its holding force by being destroyed.
  • the holding device preferably comprises or encompasses an anchoring leg assigned to a first concrete shell and an anchoring leg assigned to a second concrete shell.
  • the holding device forms a form-fitting and / or frictional and / or cohesive holding connection with both anchoring legs, so that the anchoring legs are locked and fixed relative to one another in a position predetermined for installation.
  • the load bracket width specified for operational safety is not exceeded in the area of the anchoring legs.
  • the required concrete cover on the outside of the double wall can thus be adhered to and rust damage to the transport anchor can be avoided. It is also prevented that the distance between the anchoring legs falls below a predetermined level. As a result, a concrete cover to the space between the double wall is maintained and the anchoring legs are prevented from tearing out when the double wall is lifted or erected.
  • the holding device forms a frictional holding contact with the anchoring leg assigned to the first concrete shell and / or the anchoring leg assigned to the second concrete shell.
  • the anchoring legs run essentially parallel. Nevertheless, during the production of the load bracket, when a strand body is pre-bent, it can initially be provided that the anchoring legs run quasi conically to one another and open towards the anchoring leg end sections. In other words, the distance between the anchoring legs increases starting from the transition curves towards the leg end sections. After inserting and, if necessary, fastening the cross brace, the anchoring leg end sections are pressed inwards, ie towards the body axis, so that the anchoring legs align parallel to one another or close towards the anchoring leg end sections. This creates a prestress in the load bracket, which can be maintained permanently for transport and / or installation by the frictional holding contacts of the holding device.
  • the anchoring legs are pressed further outwards by a suitable holding device, so that the distance between the anchoring leg end sections increases further.
  • the preload can be maintained, for example, by a holding device (see Fig.2a ), which comprises or embraces the cross strut and the load handle middle section.
  • the holding device is designed as a tape-like, preferably flexible and / or tautly stretched holding tape, for example a packaging tape.
  • the retaining strap is wrapped around the outside of the load bracket in the area of the anchoring legs at least once, so that the anchoring legs are gripped from behind.
  • the retaining strap comes to rest with the anchoring legs on the area of the anchoring legs facing away from the body axis and maintains a pretension in the load bracket, which may be necessary for the desired alignment of the anchoring legs.
  • the retaining tape can be designed as an inexpensive packaging tape, which can be removed by cutting in any installation step.
  • the anchoring legs in particular the anchoring leg end sections, are preferably fixed and / or locked relative to one another in a predetermined position of the anchoring legs by the holding device.
  • Predetermined position which means that, in particular in the area of the anchoring leg end sections, a predetermined load bracket width is neither exceeded nor undershot. This ensures that the depth of penetration of the anchoring leg end sections into the concrete body of the concrete shell is maximum or corresponds to the desired amount. In particular, it is avoided that the anchoring leg spacings in the area of the anchoring leg end sections are smaller than in the area of the cross strut or the transition bends and thus the transport anchor legs are not anchored deep enough in the concrete. Due to the holding device, the anchoring leg end sections remain exactly positioned and the transport anchors can safely carry the load of the component.
  • the cross strut or other spacer device is slidably displaceable on the anchoring leg (s) and / or attached in frictional engagement.
  • a transition curve is formed between the load handle center section and the at least two anchoring legs, the cross strut being held in the area of the transition bends by the holding device, in particular by a retaining strap, the holding device having the at least two anchoring legs in the area of the anchoring legs -End sections spanned.
  • the anchoring legs usually merge into the middle section of the transport anchor load bracket via a respective transition curve, transition bend or transition bend.
  • the cross strut is positioned in such a way that it adjoins, abuts or rests on the curved transition area of the load handle middle section.
  • the position of the cross brace is determined by compressive forces exerted by both anchoring legs on the two end areas of the cross brace, the compressive forces being essentially parallel to the longitudinal axis of the cross brace and perpendicular are directed towards the anchoring legs.
  • the compressive force is provided by both anchoring legs being pressed in the direction of the body axis of the lifting anchor and the tensioning force or prestressing generated thereby in the string body of the load bracket is fixed permanently by a retaining device in the area of the anchoring leg end sections until the retaining device is removed or destroyed.
  • the retaining device can, for example, as a retaining strap, encircle the two anchoring legs, i.e. grip around or behind, and prevent the pretensioning generated in the load bracket from being released again.
  • the cross strut can be held in the load bracket by means of frictional holding contacts and / or joining processes such as welding.
  • a first retaining strap or some other holding device for fixing the position of the cross strut is tensioned in contact with the cross strut and the load bracket blank and / or the load bracket.
  • the cross strut is held in a predetermined position by the retaining strap, preferably in the area of the transition bends. This means that additional joining processes for attaching the cross brace can be dispensed with.
  • the tensioning force of the retaining strap resulting from the tensioning process presses the cross brace in the area of the transition bends against the middle section of the load bracket. This creates a holding force of the transition curves on the cross strut, which prevents the cross strut from slipping laterally or radially in the transport anchor.
  • the frictional contact is preferably implemented on two contact contacts between the two end areas of the cross strut and the anchoring legs, in particular in the area of the transition bends, that is to say in the straight area of the stop triangle for the stop means. Since the load bracket blank has previously been manufactured in such a way that the anchoring leg distance increases towards the anchoring leg end sections, the implementation of the contact contacts creates a pretension in the load bracket. For example, this pretension can be fixed by wrapping the load bracket in the area of the anchoring legs with a packing tape.
  • Figure 1 shows a transport anchor from the prior art with a load shackle 100 made from highly ductile rebar steel, and a cross strut 200 made from a steel tube pressed flat in its end regions 201.
  • load bracket 100 with an approximately U-shaped basic shape, its straight, parallel opposite end sections each form an anchoring leg 101, which merges into a load bracket middle section 103 via a respective transition curve 102.
  • the load handle middle section 103 connects the two anchoring legs 101, with external load pick-up and / or transport means, for example crane hooks (not shown), being able to be coupled or brought into engagement with the load handle middle section 103.
  • a body axis 107 of the lifting anchor can essentially correspond to an axis of symmetry of the transport anchor, the load bracket 100 and / or a mirror axis between the anchoring legs 101.
  • a predetermined anchoring limb spacing 106 that is to say the spacing between the anchoring limbs 101, should not be undershot either.
  • the transverse strut 200 is designed in its end regions 201 at the same time with guide recesses 202 in which the respective ribbed steel strand body of the anchoring leg 101 is received with a frictional connection and slidably against a frictional force.
  • the arrangement shown is also provided with a holding device 300 in the form of a relatively wide packaging tape 301a, which is wrapped around the middle part of the bracket middle section 103 and a cross brace middle section 203 to hold the cross brace 200 and the load bracket 100 in a certain relative position to one another.
  • the broad side of the packaging tape that is visible to the outside can be used as an information carrier for reproducing various information 303.
  • Figure 2a shows a transport anchor, wherein in contrast to the transport anchor according to FIG Figure 1 the packaging tape or the first retaining tape 301 is wound with tension around the middle part of the middle section 103 and the cross brace middle section 203, so that a frictional holding contact 304 with the cross brace 200 and a frictional holding contact with the load handle middle section 103 and the cross brace are formed 200 in the area of the transition bends 102 a frictional contact 150 with the load bracket 100 is realized.
  • the frictional contact contact 150 also helps to hold the anchoring legs 101 of the load bracket 100 in a specific position relative to one another.
  • Figure 2b shows a transport anchor, with a second retaining strap 302 in the area of the anchoring legs 101, in particular in the area of the anchoring leg end sections 104.
  • the anchoring legs 101 are preferably first aligned in such a way that the distance 106 between the anchoring legs 101 increases, starting from the transition bends 102 towards the leg end sections 104.
  • the anchoring leg end sections 104 are pressed inward, ie towards the body axis 107, so that the anchoring legs 101 run parallel and contact contacts 150 are formed between the cross strut 200 and the transition bends 102.
  • the second retaining strap 302 is wrapped around the load bracket 100 in a tensioning manner at least once in the area of the anchoring legs 101, so that the anchoring legs 101 are gripped from behind.
  • the retaining strap 302 forms retaining contacts 304 on an area of the respective anchoring leg 101 facing away from the body axis 107 and maintains the pretension in the load bracket 100, the pretensioning being necessary for contact 150 of the anchoring legs 101 on the cross strut 200.
  • Figure 2c combines the first tether 301 Figure 2a and the second tether 302 off Figure 2b .
  • first tether 301 By attaching the first tether 301, the subsequent assembly of the second tether 302 is facilitated, in particular for manual assembly of the second tether 302.
  • a total of four frictional holding contacts 304 are provided by two retaining straps 301, 302, which hold the transport anchor in the desired position and ensure installation in accordance with the installation instructions.
  • adhesive tapes can also be used, for example.
  • retaining straps 301, 302 can also be tensioned in the transport anchor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP20152603.5A 2020-01-20 2020-01-20 Ancre de transport pourvue de bande de maintien Active EP3851616B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP20152603.5A EP3851616B1 (fr) 2020-01-20 2020-01-20 Ancre de transport pourvue de bande de maintien
EP20181897.8A EP3851617B1 (fr) 2020-01-20 2020-06-24 Module pourvu d'aide au montage pour ancres de transport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20152603.5A EP3851616B1 (fr) 2020-01-20 2020-01-20 Ancre de transport pourvue de bande de maintien

Publications (2)

Publication Number Publication Date
EP3851616A1 true EP3851616A1 (fr) 2021-07-21
EP3851616B1 EP3851616B1 (fr) 2022-10-12

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EP20152603.5A Active EP3851616B1 (fr) 2020-01-20 2020-01-20 Ancre de transport pourvue de bande de maintien
EP20181897.8A Active EP3851617B1 (fr) 2020-01-20 2020-06-24 Module pourvu d'aide au montage pour ancres de transport

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP20181897.8A Active EP3851617B1 (fr) 2020-01-20 2020-06-24 Module pourvu d'aide au montage pour ancres de transport

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016119352A1 (de) * 2016-10-11 2018-04-26 Econac Bvba Transportanker
DE102017102903A1 (de) 2017-02-14 2018-09-06 Georg Weidner Bewehrungsmaterial aus Flachstahl
DE102018117625A1 (de) 2018-07-20 2020-01-23 Georg Weidner Transportanker mit Querstrebe

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3971552A (en) * 1975-11-12 1976-07-27 Mayfield Johnny W Quick release pipe vise
KR102008511B1 (ko) * 2019-03-30 2019-10-21 백충기 파이프 클램핑 장치

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016119352A1 (de) * 2016-10-11 2018-04-26 Econac Bvba Transportanker
DE102017102903A1 (de) 2017-02-14 2018-09-06 Georg Weidner Bewehrungsmaterial aus Flachstahl
DE102018117625A1 (de) 2018-07-20 2020-01-23 Georg Weidner Transportanker mit Querstrebe

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BOHR GMBH: "Build something great", 31 October 2019 (2019-10-31), Internet, pages 1 - 195, XP055680257, Retrieved from the Internet <URL:http://www.bgw-bohr.de/pdf/Deutsch_Gesamt.pdf> [retrieved on 20200326] *

Also Published As

Publication number Publication date
EP3851617A1 (fr) 2021-07-21
EP3851616B1 (fr) 2022-10-12
EP3851617B1 (fr) 2023-08-02

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