EP1531213B1 - Sabot de pieu pour pieu en béton - Google Patents

Sabot de pieu pour pieu en béton Download PDF

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Publication number
EP1531213B1
EP1531213B1 EP03025933A EP03025933A EP1531213B1 EP 1531213 B1 EP1531213 B1 EP 1531213B1 EP 03025933 A EP03025933 A EP 03025933A EP 03025933 A EP03025933 A EP 03025933A EP 1531213 B1 EP1531213 B1 EP 1531213B1
Authority
EP
European Patent Office
Prior art keywords
base plate
support shoe
edges
shoe according
lateral
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.)
Expired - Lifetime
Application number
EP03025933A
Other languages
German (de)
English (en)
Other versions
EP1531213A1 (fr
Inventor
Klaus Fröhlich
Andreas Hanke
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.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
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 Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to EP03025933A priority Critical patent/EP1531213B1/fr
Priority to DE50303601T priority patent/DE50303601D1/de
Priority to AT03025933T priority patent/ATE328173T1/de
Priority to CA2487561A priority patent/CA2487561C/fr
Priority to US10/904,481 priority patent/US7726091B2/en
Publication of EP1531213A1 publication Critical patent/EP1531213A1/fr
Application granted granted Critical
Publication of EP1531213B1 publication Critical patent/EP1531213B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts

Definitions

  • the invention relates to a column shoe for concrete columns, concrete pillars or the like with the features according to the preamble of claim 1.
  • Such support shoes are used, for example, in building construction for the screwing of precast concrete parts.
  • a base plate and at the side edges of the base plate at right angles arranged side plates limit a space that allows access to a screw.
  • the base plate on a screw hole.
  • the base plate with the screw hole lies in the plane of the end face of the concrete pillar.
  • the concrete pillar or the support can be connected to a ceiling or to a foundation with cast-in bolts.
  • two adjoining frontal base plates of two frontally to be joined concrete pillars can be connected by means of a screwed through the screw hole.
  • the column shoes For high strength, the column shoes must be securely encapsulated in the concrete component.
  • a good accessibility of the free space between the side plates and the base plate is required, whereby a compensation of dimensional tolerances must be made possible.
  • a named as pile shoe column shoe in which a base plate has a substantially square outline.
  • Two side plates are integrally formed by folding a sheet at a right angle, wherein the folded sheet rises at right angles to the base plate and is welded to two converging side edges of the square base plate.
  • Two Arm istsstäbe are welded to the inside, facing surfaces of the angled side plate and extend perpendicular to the base plate.
  • the two legs of the L-shaped angled side plate extend approximately over half of the two side edges of the base plate, wherein the two reinforcing rods are arranged approximately in the region of the exposed edges of the L-profile and therefore approximately centrally of the base plate side edges.
  • the invention has the object of providing a support shoe of the type mentioned in such a way that with a simplified manufacturing effort easy mounting of the concrete components to be joined is made possible.
  • a corresponding column shoe in which the two lateral edges of the base plate are arranged with the side plates arranged thereon at an acute angle to each other, wherein the two side plates are formed as mutually separate and connected to the base plate components.
  • an appropriate angle while an acute angle has been found in the range between 30 ° and including 75 ° and in particular of about 45 °.
  • the two-part design of the side plates allows precise production of these sheets of plain flat material by simple means. The tolerance-related process of Abkantens deleted. The accurate welding with the base plate is considerably simplified.
  • the variability of the arrangement is improved relative to the cross-sectional area of the concrete support.
  • the acute-angled arrangement of the two side panels relative to each other permits a universal applicability of the column shoes not only in the area of pier edges but also in the case of a central arrangement in the area of a component side face.
  • a rear transverse edge extends between the rear ends of the two lateral edges of the base plate in the region of the mutually facing vertical edges of the side plates.
  • the extent of the base plate is limited essentially by the rear edges of the side panels.
  • Corresponding column shoes can also be installed in comparatively small concrete sections, without the respective base plates overlapping one another.
  • a fixing element is provided in particular in the form of a bent up from the plane of the base plate Arm istsstabes at the rear transverse edge of the base plate.
  • the arrangement at the rear transverse edge causes the fixing element is spaced sufficiently far to the reinforcing bars on the side plates.
  • the position of the lateral reinforcing bars can be chosen freely, without an overlap or an undesirably small distance adjusts itself.
  • two corner edges lying at an angle and in particular at a right angle run In an advantageous development, between the two lateral edges in the front region of the base plate, two corner edges lying at an angle and in particular at a right angle run. It is a flush arrangement in the area of the corner corners allows. In this case, a training may be expedient in which runs between the two corner edges a front edge.
  • the overall result is a polygonal plan of the base plate, which allows a universal positioning in component corners or in the range of component side surfaces.
  • the corner edges are arranged in the region of the mutually remote front edges of the side panels.
  • the side panels are preferred to the corner surfaces of the concrete support. Additional Cladding during pouring is not required.
  • the side plate has a longitudinal slot in which the respective reinforcing rod is fixed.
  • the reinforcing bar is thus at least approximately in the plane of the sheet, resulting in a load-increasing concentric force introduction.
  • the two Arm istsstäbe have a comparatively large distance from each other. This contributes, in particular in connection with shortened side panels, both to an improved accessibility of the screw connection and to a simplified position tolerance compensation of two abutting base plates.
  • a reliable and easily controllable welding is possible both from the inside and from the outside of the respective side plate.
  • the welding of the Arm istsstabes or a corresponding threaded sleeve for receiving a reinforcing rod can be subjected to quality control without physical restriction.
  • the two side plates are connected at their spaced from the base plate edges in the region of their upper ends with a cross plate, wherein one or more reinforcing rods are fixed to the cross plate.
  • reinforcing bars are welded to the respective outer side of the side plates. There is an easy accessibility of the welds.
  • a training may be appropriate in which the remote from each other front edges of the side panels of the base plate extending obliquely backwards. This results in a lower, wider area of the side plates, which allows a strongly dimensioned welding to the base plate. Due to the obliquely rearwardly extending high edge, the side plates become narrower with increasing distance to the base plate, which increases the range of motion of a screwing tool to be used.
  • Fig. 1 shows a perspective front view of a column shoe 1, which comprises a base plate 2, two side plates 5, 6 and reinforcing bars 10, 11.
  • the base plate 2 has in the illustrated embodiment, a polygonal outline, which is formed by a front edge 16, two corner edges 14, 15, two adjoining lateral edges 3, 4 and a rear transverse edge 8.
  • the base plate 2 is provided with respect to its extension in the transverse direction with a central opening 19 for receiving a fastening means.
  • the two side plates 5, 6 rise at right angles to the base plate 2 and are welded to the two lateral edges 3, 4 of the base plate 2.
  • the two side panels 5, 6 each have a longitudinal slot 17 extending in the vertical direction, each receiving a reinforcing rod 11.
  • the reinforcing rods 11 are welded in the plane of the side plates 5, 6 lying in the longitudinal slots 17.
  • At the rear transverse edge 8 of the reinforcing bar 10 is welded, wherein the Arm michsstab 10 initially in the plane of the base plate 2 extends from the rear transverse edge 8 and is then bent so far that it is parallel to the two lateral Armtechniksstäben 11, ie perpendicular to the plane of the base plate 2 extends.
  • the reinforcing bar 10 forms a fixing element 9.
  • the two side plates 5, 6 each have in the vertical direction extending rear and front edges 7, 13, wherein the two rear edges 7 have a smaller distance from each other than the two front edges 13.
  • the rear transverse edge 8 of the bottom plate 2 extends between the two each other facing up edges 7 of the two side plates 5, 6th
  • Fig. 2 shows in a plan view of the arrangement of FIG. 1, according to which the two lateral edges 3, 4 of the base plate 2 include an acute angle ⁇ , which is approximately 45 ° in the embodiment shown.
  • the angle ⁇ can also be selected larger or smaller as needed, the angular range is advantageously between 30 ° inclusive and 75 ° inclusive.
  • the column shoe 1 is constructed symmetrically to a center line 22.
  • FIG. 2 shows the front edges 13 of the two side plates 5, 6 as a surface, according to which the front edges 13 extend from the base plate 2 obliquely backwards in the direction of the rear edges 7.
  • FIG. 3 shows a schematic cross-sectional view of a concrete pillar 18 in which, for example, a total of six pillar shoes 1 are arranged.
  • Four of the support shoes 1 are arranged in the region of the respective edges 21 of the concrete pillar and thereby rotated by 45 ° relative to side surfaces 20 of the concrete pillar 18 so that the corner edges 14, 15 of the base plate 2 in the side surfaces 20 are.
  • the front edge 16 lies in coincidence with the broken edge 21 of the concrete pillar 18.
  • Two more support shoes 1 are located centrally between the pillar edges 21, with their front edges 16 are flush with the pillar side surfaces 20.
  • the illustrated shoe shoes 1 are formed according to the embodiment of FIGS. 1 and 2.
  • FIG. 4 shows a perspective front view of a variant of the arrangement according to FIG. 1, in which in the longitudinal slots 17 the two side plates 5, 6 each have a threaded sleeve 23 is welded.
  • the two threaded sleeves 23 have an internal thread into which a threaded portion 24 of a corresponding reinforcing rod 11 can be screwed.
  • the embodiment shown corresponds to that of FIG.
  • FIGS. 1 and 4 A further embodiment of the arrangement according to FIGS. 1 and 4 is shown in the perspective view of FIG. 5.
  • the two Arm istsstäbe 11 are each welded on the outside on the opposite outer surfaces of the two side plates 5, 6.
  • the front high edge 13 extends from the lateral edge 4 in the direction of an upper edge 27, wherein the edge profile indicated by the arrow 25 has a backwardly inclined towards the rear high edge 7 component.
  • the embodiment shown corresponds to that shown in FIGS. 1 and 4.
  • FIG. 6 shows yet another embodiment, in which the two side plates 5, 6 are welded at their upper edges 27 remote from the base plate 2 by means of a transverse plate 12.
  • the two reinforcing rods 11 are butt welded to the cross plate 12. It may also be appropriate to have a different number of Arm michsstäben 11 in this and the other embodiments shown. In particular, it is expedient, in the embodiment according to FIG. 6, to arrange one or more reinforcing rods 11 at least approximately coaxially with the screw hole 19.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (15)

  1. Sabot de pieu (1) pour pieu en béton (18)
    ou similaire comprenant :
    - une plaque de base (2) et deux tôles latérales (5, 6) agencées sur deux chants latéraux (3, 4) de la plaque de base (2) et se relevant approximativement perpendiculairement à la plaque de base (2) ; et
    - au moins une barre d'armature (11) qui est reliée au sabot de pieu (1) pour l'introduction des forces dans le pieu en béton (18),
    caractérisé en ce que les deux chants latéraux (3, 4) et ainsi aussi les tôles latérales (5, 6) qui sont fixées dessus sont agencées les unes par rapport aux autres pour former un angle aigu (α), les deux tôles latérales (5, 6) étant réalisées comme éléments de construction séparés et reliés à la plaque de base (2).
  2. Sabot de pieu selon la revendication 1, caractérisé en ce que la plaque de base (2) possède la forme d'un polygone irrégulier.
  3. Sabot de pieu selon la revendication 1 ou 2, caractérisé en ce que les deux tôles latérales (5, 6) présentent une distance l'une envers l'autre dans la zone de leurs chants relevés arrières (7) tournés l'un vers l'autre.
  4. Sabot de pieu selon la revendication 3, caractérisé en ce qu'un chant transversal arrière (8) s'étend entre les extrémités arrières des deux chants latéraux (3, 4) de la plaque de base (2) dans la zone des chants relevés (7) des tôles latérales (5, 6), lesquels sont tournés l'un vers l'autre.
  5. Sabot de pieu selon la revendication 4, caractérisé en ce qu'un élément de fixation (9), en particulier sous forme d'une barre d'armature (10) pliée vers le haut depuis le plan de la plaque de base (2), est prévu sur le chant transversal arrière (8).
  6. Sabot de pieu selon l'une des revendications 1 à 5, caractérisé en ce que deux chants de coin (14, 15), disposées l'un par rapport à l'autre pour former un angle (β) et en particulier un angle droit, s'étendent entre les deux chants latéraux (3, 4) dans la zone avant de la plaque de base (2).
  7. Sabot de pieu selon la revendication 6, caractérisé en ce qu'un chant frontal (16) s'étend entre les deux chants de coin (14, 15).
  8. Sabot de pieu selon l'une des revendications 6 ou 7, caractérisé en ce que les chants de coin (14, 15) sont agencés dans la zone des chants relevés (13) des tôles latérales (5, 6), lesquels sont disposés à distance l'un de l'autre.
  9. Sabot de pieu selon l'une des revendications 1 à 8, caractérisé en ce que la barre d'armature (10, 11) est soudée au sabot de pieu (1).
  10. Sabot de pieu selon l'une des revendications 1 à 8, caractérisé en ce que la barre d'armature (11) est vissée au sabot de pieu (1).
  11. Sabot de pieu selon la revendication 9 ou 10, caractérisé en ce que la tôle latérale (5, 6) présente une échancrure longitudinale (17) dans laquelle est fixée la barre d'armature respective (11).
  12. Sabot de pieu selon la revendication 9 ou 10, caractérisé en ce que les deux tôles latérales (5, 6) sont reliées, dans la zone de leurs extrémités supérieures, à une tôle transversale (12) sur laquelle est fixée la barre d'armature (11).
  13. Sabot de pieu selon la revendication 9, caractérisé en ce que les barres d'armature (11) sont soudées sur le côté extérieur respectif des tôles latérales (5, 6).
  14. Sabot de pieu selon l'une des revendications 1 à 13, caractérisé en ce que les chants relevés avant (13), disposés à distance l'un de l'autre, s'étendent en biais vers l'arrière depuis la plaque de base (2).
  15. Sabot de pieu selon l'une des revendications 1 à 14, caractérisé en ce que l'angle aigu (α) entre les deux chants latéraux (3, 4) de la plaque de base (2), auxquels sont fixées les tôles latérales (5, 6), se trouve dans la plage de 30° à 75°, et est en particulier d'environ 45°.
EP03025933A 2003-11-13 2003-11-13 Sabot de pieu pour pieu en béton Expired - Lifetime EP1531213B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP03025933A EP1531213B1 (fr) 2003-11-13 2003-11-13 Sabot de pieu pour pieu en béton
DE50303601T DE50303601D1 (de) 2003-11-13 2003-11-13 Stützenschuh für Betonpfeiler
AT03025933T ATE328173T1 (de) 2003-11-13 2003-11-13 Stützenschuh für betonpfeiler
CA2487561A CA2487561C (fr) 2003-11-13 2004-11-12 Semelle support pour piliers en beton
US10/904,481 US7726091B2 (en) 2003-11-13 2004-11-12 Support shoe for concrete pylons

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP03025933A EP1531213B1 (fr) 2003-11-13 2003-11-13 Sabot de pieu pour pieu en béton

Publications (2)

Publication Number Publication Date
EP1531213A1 EP1531213A1 (fr) 2005-05-18
EP1531213B1 true EP1531213B1 (fr) 2006-05-31

Family

ID=34429336

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03025933A Expired - Lifetime EP1531213B1 (fr) 2003-11-13 2003-11-13 Sabot de pieu pour pieu en béton

Country Status (5)

Country Link
US (1) US7726091B2 (fr)
EP (1) EP1531213B1 (fr)
AT (1) ATE328173T1 (fr)
CA (1) CA2487561C (fr)
DE (1) DE50303601D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018116542A1 (de) 2018-07-09 2020-01-09 Georg Weidner Verbindungssystem mit Ankerschloss

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FI123244B (fi) * 2010-10-26 2013-01-15 Peikko Group Oy Pilarikenkä
FI20106109A (fi) * 2010-10-26 2012-04-27 Peikko Group Oy Pilarikenkä
USD666078S1 (en) * 2011-06-06 2012-08-28 Foley Robert P Connector for securing a concrete wall panel to a concrete foundation
ITTR20120008A1 (it) * 2012-08-06 2014-02-07 Edilgori Spa Sistema di pilastri snelli prefabbricati in calcestruzzo per grandi carichi verticali e orizzontali ed altezze superiori anche a ml. 30
FI20126323L (fi) 2012-12-18 2014-06-19 Peikko Group Oy Pilarikenkä
FI124149B (en) * 2012-12-18 2014-03-31 Peikko Group Oy COLUMN SHOE
USD780557S1 (en) * 2014-12-04 2017-03-07 Connect-Ez, Llc Adaptor for connecting a wall brace shoe to a ground anchor
USD811853S1 (en) 2016-01-28 2018-03-06 Connect-Ez, Llc Adaptor for connecting a wall brace shoe to a ground anchor
CA3006818C (fr) 2017-05-31 2021-02-16 Meadow Burke, Llc Connecteur destine a des structures en beton premoulees
KR20220033049A (ko) 2019-07-12 2022-03-15 페이코 그룹 오와이 철근콘크리트 기둥을 베이스에 체결하기 위한 기둥 슈
USD979376S1 (en) 2020-01-09 2023-02-28 Meadow Burke, Llc Enclosed structural support
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Publication number Priority date Publication date Assignee Title
DE102018116542A1 (de) 2018-07-09 2020-01-09 Georg Weidner Verbindungssystem mit Ankerschloss

Also Published As

Publication number Publication date
EP1531213A1 (fr) 2005-05-18
ATE328173T1 (de) 2006-06-15
US20050102924A1 (en) 2005-05-19
US7726091B2 (en) 2010-06-01
DE50303601D1 (de) 2006-07-06
CA2487561A1 (fr) 2005-05-13
CA2487561C (fr) 2010-07-20

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