EP1531213A1 - Sabot de pieu pour pieu en béton - Google Patents

Sabot de pieu pour pieu en béton Download PDF

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Publication number
EP1531213A1
EP1531213A1 EP03025933A EP03025933A EP1531213A1 EP 1531213 A1 EP1531213 A1 EP 1531213A1 EP 03025933 A EP03025933 A EP 03025933A EP 03025933 A EP03025933 A EP 03025933A EP 1531213 A1 EP1531213 A1 EP 1531213A1
Authority
EP
European Patent Office
Prior art keywords
base plate
edges
side plates
shoe according
column shoe
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
EP03025933A
Other languages
German (de)
English (en)
Other versions
EP1531213B1 (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 DE50303601T priority Critical patent/DE50303601D1/de
Priority to AT03025933T priority patent/ATE328173T1/de
Priority to EP03025933A priority patent/EP1531213B1/fr
Priority to US10/904,481 priority patent/US7726091B2/en
Priority to CA2487561A priority patent/CA2487561C/fr
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 pier or the like with the features of the Preamble of claim 1.
  • Such support shoes are used, for example, in building construction Fastening of precast concrete parts used.
  • precast concrete parts For example have corresponding prefabricated concrete pillars in the area their forehead ends on a number of support shoes, the with on side plates of the column shoe specified Arm michsstäben are firmly embedded in the concrete component.
  • a Base plate and at lateral edges of the base plate at right angles arranged side panels limit a free space, which allows access to a screw connection.
  • To the base plate has a screw hole.
  • the base plate with the screw hole lies in the plane of the face of the Concrete pillar.
  • the concrete pillar or the support can with a ceiling or with a foundation with concreted Bolt are connected.
  • two can be together Adjacent end-face base plates of two end faces concrete pillars to be joined by means of a the screw hole inserted screw can be connected.
  • the column shoes For a high strength, the column shoes must be secure in the Be poured concrete component.
  • For the production of the screw connection is a good accessibility of the open space between the Side plates and the base plate required, as well a balance of dimensional tolerances must be possible. Furthermore it is desirable, the column shoe with simple means to be able to produce.
  • DE 195 14 685 C2 is called a pile shoe Column shoe known in which a base plate is a substantially having a square outline.
  • Two side plates are one-piece by folding a sheet in a right Angle formed, with the folded sheet in the right Angle of the base rises and thereby on two successive tapered side edges of the square base plate is welded.
  • Two reinforcing rods are on the inside, facing surfaces of the angled side plate welded and extend perpendicular to Baseplate.
  • the two legs of the L-shaped angled Side panels extend about half of the two Side edges of the base plate, with the two reinforcing rods approximately in the area of the exposed edges of the L-profile and thus approximately in the middle of the base plate side edges are arranged.
  • the invention is based on the object, a column shoe of the type mentioned in such a way that at simplified manufacturing effort easy assembly of each other allows to be connected concrete components.
  • a corresponding column shoe is proposed, in the two lateral edges of the base plate with the arranged side panels at an acute angle to each other are arranged, with the two side panels as mutually separate and connected to the base plate components are formed.
  • an appropriate angle has it an acute angle in the range between and including 30 ° and including 75 ° and in particular of about 45 °.
  • the base plate in the form an irregular polygon is the variability of the arrangement improved relative to the cross-sectional area of the concrete support.
  • the acute-angled arrangement of the two side panels to each other allows a universal applicability of the column shoes not only in the area of pier edges, but also at a central arrangement in the region of a component side surface.
  • a fixing in particular in the form of a the plane of the base plate bent reinforcing rod provided.
  • the arrangement at the rear transverse edge leads to that the fixing sufficiently far to the Arm michsstäben is spaced at the side plates.
  • the position of the lateral reinforcing bars can be chosen freely, without an overlap or an undesirably small distance to adjust.
  • the corner edges are in the range the distant front edges the side plates arranged.
  • the side panels pulled forward 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 set is.
  • the reinforcing rod is thus at least approximately in the sheet plane, which increases the carrying capacity centric force introduction leads.
  • the two reinforcing rods have a comparatively large distance to each other. This contributes in particular in connection with shortened side panels for both improved accessibility the screwing as well as to a simplified Position tolerance compensation of two adjoining base plates at.
  • a reliable and easily controllable Welding is from both the inside and the outside Outside of the respective side plate possible.
  • the welding the reinforcing rod or a corresponding threaded sleeve for receiving a reinforcing rod can without spatial limitation subjected to a quality control become.
  • a training may be appropriate in the the distant front edges of the Side plates run obliquely from the base plate to the rear. This results in a lower, wider area the side plates, the strongly dimensioned welding allowed with the base plate. Through the diagonally backwards extending high edge, the side panels with increasing Distance to the base plate narrow, causing the movement space a screwing tool to be used enlarged.
  • Fig. 1 shows a perspective front view of a Column shoe 1, which has a base plate 2, two side plates 5, 6 and Arm michsstäbe 10, 11 includes.
  • the base plate 2 has a polygonal in the embodiment shown Floor plan, by a front edge 16, two corner edges 14, 15, two adjoining lateral edges 3, 4 and a rear transverse edge 8 is formed.
  • the base plate 2 is in terms of their extension in the transverse direction with a central opening 19 for receiving a fastener Mistake.
  • the two side plates 5, 6 rise at right angles to Base plate 2 and are at the two lateral edges 3, 4th the base plate 2 welded.
  • the two side panels 5, 6 each have a longitudinal slot extending in the vertical direction 17, each receiving a reinforcing rod 11.
  • At the rear transverse edge 8 is the Arm michsstab 10 welded, wherein the Arm michsstab 10 first in the plane of the base plate 2 from the rear Cross edge 8 runs out and then bent so far upwards is that it is parallel to the two lateral Armtechniksstäben 11, that is approximately perpendicular to the plane of the base plate 2.
  • the reinforcing bar 10 forms a fixing element 9th
  • 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 a smaller distance from each other have as the two front edges 13.
  • Die Rear transverse edge 8 of the bottom plate 2 extends between the two mutually facing edges 7 of the two side panels 5, 6.
  • FIG. 2 shows a plan view of the arrangement according to FIG. 1, FIG. Accordingly, the two lateral edges 3, 4 of the base plate. 2 include an acute angle ⁇ , in the embodiment shown is about 45 °.
  • the angle ⁇ can also be required be chosen larger or smaller, with the angular range appropriate between 30 ° inclusive and inclusive 75 ° is located.
  • the angle ⁇ is in the illustrated embodiment 90 °.
  • the two corner edges 14, 15 are connected to each other via the front edge 16.
  • the column shoe 1 is symmetrical to a center line 22 built.
  • FIG. 2 shows the front edges 13 the two side plates 5, 6 as area, therefore, the front Edges 13 from the base plate 2 obliquely backwards in Direction of the rear edges 7 run.
  • Fig. 3 shows in a schematic cross-sectional view a concrete pillar 18, in the example, a total of six Support shoes 1 are arranged.
  • Four of the support shoes 1 are in the region of the respective edges 21 of the concrete pillar arranged and thereby at 45 ° to side surfaces 20 of the Concrete pier 18 so twisted that the corner edges 14, 15th the base plate 2 lie in the side surfaces 20.
  • the front edge 16 lies in overlap with the broken edge 21 of the concrete pillar 18.
  • Two more support shoes 1 lie centered between the pier edges 21, with their front edges 16 are flush with the pillar side surfaces 20.
  • the shown Support shoes 1 are according to the embodiment formed according to FIGS. 1 and 2.
  • Fig. 4 shows a perspective front view of a variant the arrangement of FIG. 1, in which in the longitudinal slots 17th the two side plates 5, 6 each have a threaded sleeve 23rd is welded.
  • the two threaded sleeves 23 have a Internal thread into which a threaded portion 24 of a corresponding Arm istsstabes 11 can be screwed.
  • the remaining features and reference numeral is the one shown Embodiment with that of FIG. 1 match.
  • FIGS. 1 and 4 Another embodiment of the arrangement according to FIGS. 1 and 4 is in the perspective view of FIG. 5th shown.
  • the two Arm istsstäbe 11 are each outside on the opposite outer surfaces of the two side plates 5, 6 welded.
  • the front high edge 13 of the lateral edge 4 from in the direction of an upper edge 27th runs, wherein the edge profile indicated by the arrow 25 a rearwardly inclined towards the rear high edge 7 Component has.
  • Fig. 6 shows yet another embodiment in which the two side plates 5, 6 facing away from the base plate 2 at their upper edges 27 welded by a transverse plate 12 are.
  • the two Arm istsstäbe 11 are blunt the cross plate 12 welded. It can also be a deviant Number of reinforcing bars 11 shown in this and the other Be practical embodiments. Especially it is expedient in the embodiment of FIG. 6 a or more Arm michsstäbe 11 at least approximately coaxially to arrange the screw hole 19.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (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)
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
DE50303601T DE50303601D1 (de) 2003-11-13 2003-11-13 Stützenschuh für Betonpfeiler
AT03025933T ATE328173T1 (de) 2003-11-13 2003-11-13 Stützenschuh für betonpfeiler
EP03025933A EP1531213B1 (fr) 2003-11-13 2003-11-13 Sabot de pieu pour pieu en béton
US10/904,481 US7726091B2 (en) 2003-11-13 2004-11-12 Support shoe for concrete pylons
CA2487561A CA2487561C (fr) 2003-11-13 2004-11-12 Semelle support pour piliers en beton

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 true EP1531213A1 (fr) 2005-05-18
EP1531213B1 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 (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
WO2014096523A1 (fr) 2012-12-18 2014-06-26 Peikko Group Oy Pied de colonne
US9296137B2 (en) 2009-12-18 2016-03-29 Robert Bosch Gmbh Injection molding method for manufacturing a functional part having a recess

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI118186B (fi) * 2005-12-27 2007-08-15 Peikko Finland Oy Pilarikenkä
US8015775B2 (en) * 2007-09-20 2011-09-13 Sturdicorp, Llc Light weight load bearing architectural column
DE102010005991A1 (de) * 2010-01-27 2011-07-28 Wobben, Aloys, Dipl.-Ing., 26607 Windenergieanlage und Windenergieanlagen-Turmsegment
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
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
CA3103889C (fr) 2017-05-31 2023-05-02 Meadow Burke, Llc Connecteur destine a des structures en beton premoulees
DE102018116542A1 (de) 2018-07-09 2020-01-09 Georg Weidner Verbindungssystem mit Ankerschloss
HUE063672T2 (hu) * 2019-07-12 2024-01-28 Peikko Group Oy Oszlopsaru vasbeton oszlopok alaphoz rögzítésére
USD979376S1 (en) 2020-01-09 2023-02-28 Meadow Burke, Llc Enclosed structural support
EP3851601B1 (fr) 2020-01-17 2023-10-11 Peikko Group Oy Sabot de colonne permettant de fixer des colonnes en béton armé à une base
US11492797B2 (en) * 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
US11613902B1 (en) * 2022-08-10 2023-03-28 Great Plains Towers, Inc. Base assembly for a lattice tower
CN117166611A (zh) * 2023-11-03 2023-12-05 享城科建(北京)科技发展有限公司 柱底连接系统和预制柱

Citations (3)

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Publication number Priority date Publication date Assignee Title
US4050211A (en) * 1974-12-12 1977-09-27 Lorentz Wahman Coupling device for joining together reinforced concrete elements, such as concrete piles or pillars
DE19514685A1 (de) * 1994-04-26 1995-11-16 Teraespeikko Oy Pfahlschuh
EP1057950A2 (fr) * 1999-06-04 2000-12-06 Pfeifer Holding GmbH & Co. KG Dispositif de liaison de deux éléments de construction

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US2280220A (en) * 1939-08-05 1942-04-21 Howard T Crosby Adjustable support for building structures
US3324524A (en) * 1965-10-22 1967-06-13 Internat Product Design & Res Sheet metal kiln stilt
US3572223A (en) * 1969-08-26 1971-03-23 Ralph L Vierregger Laterally-disengageable highway marker assembly
BE759831A (fr) * 1969-12-04 1971-05-17 Waerner Thor Moyens d'ancrage tubulaires pour constructions betonnees lors de leur coulee et procedes de fabrication et de depots de tels moyens
US3693310A (en) * 1970-11-09 1972-09-26 Pre Stress Concrete Support for elongated reinforcing members in concrete structures
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Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4050211A (en) * 1974-12-12 1977-09-27 Lorentz Wahman Coupling device for joining together reinforced concrete elements, such as concrete piles or pillars
DE19514685A1 (de) * 1994-04-26 1995-11-16 Teraespeikko Oy Pfahlschuh
DE19514685C2 (de) 1994-04-26 2003-08-14 Teraespeikko Oy Lahti Anordnung von mehreren Pfahlschuhen
EP1057950A2 (fr) * 1999-06-04 2000-12-06 Pfeifer Holding GmbH & Co. KG Dispositif de liaison de deux éléments de construction

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9296137B2 (en) 2009-12-18 2016-03-29 Robert Bosch Gmbh Injection molding method for manufacturing a functional part having a recess
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
WO2014096523A1 (fr) 2012-12-18 2014-06-26 Peikko Group Oy Pied de colonne
EP2935712A1 (fr) * 2012-12-18 2015-10-28 Peikko Group Oy Pied de colonne
EP2935712A4 (fr) * 2012-12-18 2016-08-03 Peikko Group Oy Pied de colonne
US9512610B2 (en) 2012-12-18 2016-12-06 Peikko Group Oy Column shoe

Also Published As

Publication number Publication date
US7726091B2 (en) 2010-06-01
EP1531213B1 (fr) 2006-05-31
ATE328173T1 (de) 2006-06-15
CA2487561C (fr) 2010-07-20
US20050102924A1 (en) 2005-05-19
CA2487561A1 (fr) 2005-05-13
DE50303601D1 (de) 2006-07-06

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