EP1857602A2 - Dispositif de fixation d'un montant en béton sur une fondation, en particulier une fondation en béton - Google Patents

Dispositif de fixation d'un montant en béton sur une fondation, en particulier une fondation en béton Download PDF

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Publication number
EP1857602A2
EP1857602A2 EP07008159A EP07008159A EP1857602A2 EP 1857602 A2 EP1857602 A2 EP 1857602A2 EP 07008159 A EP07008159 A EP 07008159A EP 07008159 A EP07008159 A EP 07008159A EP 1857602 A2 EP1857602 A2 EP 1857602A2
Authority
EP
European Patent Office
Prior art keywords
foundation
shoe
concrete
bottom plate
anchor bolt
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
EP07008159A
Other languages
German (de)
English (en)
Other versions
EP1857602B1 (fr
EP1857602A3 (fr
Inventor
Gerhard Krummel
Patrick Schmidt
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1857602A2 publication Critical patent/EP1857602A2/fr
Publication of EP1857602A3 publication Critical patent/EP1857602A3/fr
Application granted granted Critical
Publication of EP1857602B1 publication Critical patent/EP1857602B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2261—Mounting poles or posts to the holder on a flat base
    • 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
    • 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
    • E04G21/16—Tools or apparatus
    • E04G21/18—Adjusting tools; Templates
    • E04G21/1841—Means for positioning building parts or elements
    • E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure

Definitions

  • the present invention relates to a device for fastening a concrete support on a foundation, in particular a concrete foundation.
  • stud shoes which have a rigid bottom plate, wherein the bottom plate has a housing, wherein the housing a plurality of anchoring members are arranged. These anchoring members serve to receive through the concrete pile or the support and are able to absorb normal forces, ie tensile and compressive forces.
  • the bottom plate itself has a bolt hole, through this bolt hole, the bottom plate is connected to the foundation by a bolt.
  • connections between individual columns are known.
  • a support plate having a centering pin which projects into a centering of a corresponding counterpart.
  • This support plate is frontally connected in each case to the rear wall of a plurality of circumferentially distributed steel chambers.
  • Each steel chamber has one each in the floor and in the ceiling area Opening for a threaded rod, which projects into the concrete of the upper and lower concrete component in the manner of a reinforcement.
  • anchoring members for receiving the bending moments so-called rear anchoring members are arranged on the column shoe. Through these remindverank ceremoniessglieder the column shoe is finally able to catch even moments.
  • Such anchoring members are usually as Reinforcing steels, which initially go horizontally, ie parallel to the bottom plate of the column shoe and then lead vertically into the support.
  • the invention is based on the object to provide a device for fixing a concrete column or a concrete pile on a foundation and in particular a concrete foundation, in which it is not necessary to absorb any moments to a greater extent.
  • the foundation has at least one foot shoe, wherein the foundation shoe has at least one anchor strut which protrudes into the foundation, wherein the foundation shoe is connectable to the support.
  • the idea underlying the invention therefore consists of no longer providing the support itself with a corresponding support shoe, but rather forming the support shoe as part of the foundation, since the foundation usually has a substantially greater horizontal extent than that of the foundation Foundation supported post or pile shoe.
  • the foundation usually has a substantially greater horizontal extent than that of the foundation Foundation supported post or pile shoe.
  • a larger foot shoe ie a foot shoe with a correspondingly larger base plate, allows much larger tolerances, which is why such footwear shoes are also more economical to produce.
  • the bottom plate and accordingly also the column shoe can be formed symmetrically overall. This causes the column shoe does not need to absorb moments, which is why the above-mentioned back anchor can be omitted. This naturally brings further cost advantages.
  • the foundation shoe has at least one anchor bolt which projects into the concrete support, wherein the anchor bolt can be connected to the foundation shoe.
  • the foundation shoe has at least one bore for receiving the anchor bolt, wherein the anchor bolt is preferably screwed to the foundation shoe.
  • Vergussfuge For fixing the anchor bolt to the shoe base is provided that between the underside of the concrete support and the foundation top there is a gap, namely a so-called Vergussfuge, which is poured after connection of the concrete support with the foundation.
  • the foundation shoe has a bottom plate which is rigidly connectable to a further base plate, wherein the foot and the bottom plate spaced above one another, and wherein both the bottom plate and the base plate in each case a mutually aligned bore have, wherein fixed by the bore of the bottom plate, the anchor strut and through the bore of the foot plate of the anchor bolt is receivable.
  • tabs are designed as rigid sheets or rods, the arrangement of the sheets or rods is such that there is enough space to screw means the screw connection between the anchor bolt of the column shoe on the one hand and the foundation shoe and the anchor strut accomplish, with the anchor strut is embedded in the foundation. It is advantageous here, in particular, that the entire connection can be made absolutely symmetrical. In particular, since the anchor strut and anchor bolts lie in one axis, no moments are built up. Rather, only normal forces are transmitted. Both the anchor strut and the anchor bolt is bolted to the respective foot or bottom plate, wherein the anchor bolt and the anchor strut each having a corresponding thread. The fixation on the foot or bottom plate is done by nuts with appropriate washers.
  • the support designated overall by 1 is connected to the foundation 2 by the foundation shoe 10 and the anchor bolt 5.
  • the foundation shoe 10 comprises a bottom plate 11, wherein the Base plate 11 laterally symmetrically arranged a plurality of anchor struts 12 has. Centrally, the bottom plate 11 has a bolt hole 13 which serves to receive the anchor bolt 5.
  • the anchor bolt 5 has a thread in the region of the foundation shoe 10.
  • Below the foundation shoe (arrow 30) is located in the foundation a recess for mounting the designated 1 support, ie for connecting the anchor bolt 5 with the shoe base 10.
  • this cavity, characterized by the arrow 30 is poured out. Also poured out is designated 20 Vergussfuge.
  • the base shoe designated 110 has laterally two tabs 115 in the form of metal sheets, the fixing of the armature strut 112 to the foundation shoe being effected by a bore 113 arranged in the bottom plate 111, wherein under the bottom plate 111 a washer 116 is provided above the base plate, and above that a further washer 116 is provided above the bottom plate, and above this on both sides of the washers a nut 117.
  • the anchor strut has a thread in the region of the nut 117.
  • three tabs or rods may be provided; there is only room for access to the nuts.
  • a recess 125 is provided in the foundation below the shoe foundation, which is then poured out after assembly.
  • the tabs 115 which may also be formed as rods, form a rigid connection with a foot plate 111 a.
  • the base plate 111a has a bore 113a for receiving the anchor bolt 145.
  • the fixation of the anchor bolt 145 on the base plate 111a takes place in principle in the same way as that of the anchor bracket 112 on the bottom plate 113.
  • the anchor bolt 145 has a threaded end, with the anchor bolt 145 projects through the bore 113a.
  • On both sides of the foot plate 111a is a respective washer 116 and a nut 117, with which the attachment of the anchor bolt on the foot plate 111a takes place. In this context, it is provided that the distance between support 1 and foundation 2, so the Vergussfuge 20 is also poured out.
  • the connection between the base plate and bottom plate is rigid by corresponding tabs or rods 115th

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Foundations (AREA)
EP07008159A 2006-05-18 2007-04-21 Fondation, en particulier fondation en béton, avec sabot de fondation pour la fixation d'un montant en béton Not-in-force EP1857602B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006023296A DE102006023296A1 (de) 2006-05-18 2006-05-18 Vorrichtung zur Befestigung einer Betonstütze auf einem Fundament, insbesondere einem Betonfundament

Publications (3)

Publication Number Publication Date
EP1857602A2 true EP1857602A2 (fr) 2007-11-21
EP1857602A3 EP1857602A3 (fr) 2009-07-22
EP1857602B1 EP1857602B1 (fr) 2011-10-05

Family

ID=38293108

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07008159A Not-in-force EP1857602B1 (fr) 2006-05-18 2007-04-21 Fondation, en particulier fondation en béton, avec sabot de fondation pour la fixation d'un montant en béton

Country Status (3)

Country Link
EP (1) EP1857602B1 (fr)
AT (1) ATE527416T1 (fr)
DE (1) DE102006023296A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009123601A1 (fr) * 2008-04-01 2009-10-08 Liberman Barnet L Unités de construction modulaires
EP2381045A1 (fr) * 2010-04-26 2011-10-26 Ruredil S.p.A. Connexion mécanique pour produits préfabriqués en béton armé et procédé de production correspondant
US20120110928A1 (en) * 2009-06-22 2012-05-10 Liberman Barnet L Modular Building System For Constructing Multi-Story Buildings
EP2559817A3 (fr) * 2011-08-16 2013-07-03 Prefabricados Dinescon, S.L. Système ajustable pour raccord à bétoner d'éléments en béton préfabriqué pour structures de bâtiments et procédé pour réaliser l'assemblage d'éléments en béton préfabriqué
CN103711325A (zh) * 2014-01-17 2014-04-09 郭鲁正 一种用于构建预制板块连接结合体的吊板卡装置
CN105484366A (zh) * 2014-09-19 2016-04-13 任丘市永基建筑安装工程有限公司 装配式住房预制墙板与基础桩的连接方法
US20170183861A1 (en) * 2014-07-07 2017-06-29 Fundacion Tecnalia Research & Innovation Joining device for precast reinforced concrete columns with a dry joint
CN108179761A (zh) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 一种建筑用钢结构基座
WO2024193845A1 (fr) 2023-03-21 2024-09-26 DeKru GmbH & Co. KG Structure de fondation constituée d'une fondation en béton armé et d'un corps de support doté d'un agencement de raccordement

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2116538A1 (de) 1971-04-05 1973-02-15 Pfleiderer Fa G A Vorrichtung zur biegezugverbindung von vorgefertigten betonbauteilen
DE2241787A1 (de) 1972-08-25 1974-03-07 Antal Anstalt Pfahlverbindung
DE2315186A1 (de) 1973-03-27 1974-10-03 Hochtief Ag Hoch Tiefbauten Stahlbetonstuetze
DE19514685A1 (de) 1994-04-26 1995-11-16 Teraespeikko Oy Pfahlschuh
DE29615755U1 (de) 1996-01-10 1996-12-05 BAM AG, Zug Verankerungselement für Stahlbetonbauten

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US2948995A (en) * 1953-02-24 1960-08-16 Shell Oil Co Connections between reinforced, precast concrete structures and method of making same
DE1609867A1 (de) * 1966-10-10 1970-06-11 Strabag Bau Ag Stossverbindung der Laengsbewehrungseinlagen von vorgefertigten Bauwerkstuetzen aus Stahlbeton oder Spannbeton
DE7624523U1 (de) * 1976-08-04 1977-09-15 Dyckerhoff & Widmann Ag, 8000 Muenchen Vorrichtung zur zugfesten verbindung von vorgefertigten bauteilen, vorzugsweise betonfertigteilen
CH599432A5 (fr) * 1976-10-05 1978-05-31 Gram Sa
DE2732183C3 (de) * 1977-07-15 1981-06-04 Doblin, Robert, Dipl.-Ing., 4000 Düsseldorf Verbindung zweier mit ihren Stirnflächen einander gegenüberliegenden Stahlbetonteile
SE455004B (sv) * 1986-12-19 1988-06-13 Wikells Byggberekningar Ab Sett att festa en pelare pa ett fundament
DE20002501U1 (de) * 1999-06-04 2000-12-07 Pfeifer Holding GmbH & Co. KG, 87700 Memmingen Fertigteilstütze
DE202005011851U1 (de) * 2005-07-28 2005-10-20 Goldbeck Bau Gmbh Vorgefertigte Fundament- und Stützenanordnung für Bauwerke

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2116538A1 (de) 1971-04-05 1973-02-15 Pfleiderer Fa G A Vorrichtung zur biegezugverbindung von vorgefertigten betonbauteilen
DE2241787A1 (de) 1972-08-25 1974-03-07 Antal Anstalt Pfahlverbindung
DE2315186A1 (de) 1973-03-27 1974-10-03 Hochtief Ag Hoch Tiefbauten Stahlbetonstuetze
DE19514685A1 (de) 1994-04-26 1995-11-16 Teraespeikko Oy Pfahlschuh
DE29615755U1 (de) 1996-01-10 1996-12-05 BAM AG, Zug Verankerungselement für Stahlbetonbauten

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8479471B2 (en) 2007-04-02 2013-07-09 Barnet L. Liberman Modular building structures
US8844242B2 (en) 2007-04-02 2014-09-30 Barnet L. Liberman Modular building structures
WO2009123601A1 (fr) * 2008-04-01 2009-10-08 Liberman Barnet L Unités de construction modulaires
US8919058B2 (en) * 2009-06-22 2014-12-30 Barnet L. Liberman Modular building system for constructing multi-story buildings
US20120110928A1 (en) * 2009-06-22 2012-05-10 Liberman Barnet L Modular Building System For Constructing Multi-Story Buildings
EP2381045A1 (fr) * 2010-04-26 2011-10-26 Ruredil S.p.A. Connexion mécanique pour produits préfabriqués en béton armé et procédé de production correspondant
ITMI20100711A1 (it) * 2010-04-26 2011-10-27 Ruredil Spa "collegamento meccanico per manufatti prefabbricati in conglomerato cementizio armato e procedimento per produrli"
EP2559817A3 (fr) * 2011-08-16 2013-07-03 Prefabricados Dinescon, S.L. Système ajustable pour raccord à bétoner d'éléments en béton préfabriqué pour structures de bâtiments et procédé pour réaliser l'assemblage d'éléments en béton préfabriqué
CN103711325A (zh) * 2014-01-17 2014-04-09 郭鲁正 一种用于构建预制板块连接结合体的吊板卡装置
US20170183861A1 (en) * 2014-07-07 2017-06-29 Fundacion Tecnalia Research & Innovation Joining device for precast reinforced concrete columns with a dry joint
US10400438B2 (en) 2014-07-07 2019-09-03 Fundacion Tecnalia Research & Innovation Joining device for precast reinforced concrete columns with a dry joint
CN105484366A (zh) * 2014-09-19 2016-04-13 任丘市永基建筑安装工程有限公司 装配式住房预制墙板与基础桩的连接方法
CN108179761A (zh) * 2018-03-05 2018-06-19 湖州加诚舒适家工程设备有限公司 一种建筑用钢结构基座
CN108179761B (zh) * 2018-03-05 2023-08-11 台州伟立钢结构股份有限公司 一种建筑用钢结构基座
WO2024193845A1 (fr) 2023-03-21 2024-09-26 DeKru GmbH & Co. KG Structure de fondation constituée d'une fondation en béton armé et d'un corps de support doté d'un agencement de raccordement

Also Published As

Publication number Publication date
ATE527416T1 (de) 2011-10-15
DE102006023296A1 (de) 2007-11-22
EP1857602B1 (fr) 2011-10-05
EP1857602A3 (fr) 2009-07-22

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