EP1857602B1 - Fondation, en particulier fondation en béton, avec sabot de fondation pour la fixation d'un montant en béton - Google Patents

Fondation, en particulier fondation en béton, avec sabot de fondation pour la fixation d'un montant en béton Download PDF

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Publication number
EP1857602B1
EP1857602B1 EP07008159A EP07008159A EP1857602B1 EP 1857602 B1 EP1857602 B1 EP 1857602B1 EP 07008159 A EP07008159 A EP 07008159A EP 07008159 A EP07008159 A EP 07008159A EP 1857602 B1 EP1857602 B1 EP 1857602B1
Authority
EP
European Patent Office
Prior art keywords
foundation
shoe
concrete
base plate
plate
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.)
Not-in-force
Application number
EP07008159A
Other languages
German (de)
English (en)
Other versions
EP1857602A2 (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
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
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 foundation, in particular a concrete foundation, with a foundation shoe for fastening a concrete support.
  • 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.
  • These pillar shoes have a special shape to accommodate the limited space on the front side of the support can.
  • not only a single one of such support shoes is required for connecting a concrete pile or a concrete support with a foundation, but usually at least four such support shoes are used for connection. Since - as already stated - the space for the use of four such Stitzenzoln is limited, one has begun to form the support shoes in a special form, ie make the area as small as possible. The consequence of this is that such support shoes are substantially asymmetrical, which further means that due to the asymmetry of these support shoes and the load introduction by the anchor bolt can not be symmetrical, which is why the column shoe must be able, even moments, and in particular To absorb bending moments.
  • 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 usually represent as reinforcing steels, which initially go horizontally, ie parallel to the bottom plate of the column shoe and then lead vertically into the support.
  • 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 in the floor and in the ceiling area in each case an opening for a threaded rod, which projects into the concrete of the upper and lower concrete component in the manner of a reinforcement.
  • the closest prior art forms that of the DE 296 15 755 U1 known foundation, in particular concrete foundation, which shows a foundation shoe for fixing a concrete support, wherein the foundation shoe has a bottom plate, wherein the bottom plate has a bore for fixably receiving the anchor strut, which projects into the foundation.
  • the foundation shoe in this case has at least one anchor bolt, which protrudes into the concrete support in this, wherein a bottom plate is rigidly connected to another base plate.
  • the foot and the bottom plate are in this case spaced next to each other, wherein the base plate has a bore, which is fixably receivable through the bore of the base plate of the anchor bolt.
  • the disadvantage here is the complex construction.
  • the object underlying the invention is therefore to provide a simpler construction of a foot boot, which is suitable for attachment of finished parts, and which offers the possibility to produce a grout. Furthermore, in this foot shoe the connection iron should still be connected in an alignment with the foundation shoe.
  • 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 a bottom plate which is rigidly connected to another foot plate, wherein the foot and the bottom plate are arranged one above the other spaced, and wherein both the bottom plate and the base plate each having a mutually aligned bore, wherein through the bore of the Base plate, the anchor strut and fixed by 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 shoe base and the anchor strut to accomplish, wherein 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 is designated 1 and the foundation 2.
  • the footwear shoe designated 110 has laterally two tabs 115 in the form of sheets, wherein the fixing of the anchor strut 112 on the foundation shoe by a arranged in the bottom plate 111 bore 113, wherein under the bottom plate 111 of the shoe base a washer 116 and above another Washer 116 is provided above the bottom plate, and above it on both sides of the washers each a nut 117.
  • the anchor strut has in the region of the nut 117 a thread.
  • 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 foundation shoe, 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)

Claims (5)

  1. Fondation, en particulier fondation en béton, comprenant un sabot de fondation (110) pour la fixation d'un montant en béton, dans laquelle le sabot de fondation (110) comporte une plaque de base (111), la plaque de base (111) comportant un perçage (113) pour recevoir, en pouvant l'immobiliser, le tirant d'ancrage (112) qui fait saillie dans la fondation (2), dans laquelle le sabot de fondation comporte au moins un boulon d'ancrage (145) qui, lorsque le montant en béton (1) est fixé, fait saillie dans ce dernier, dans laquelle une plaque de base (111) est reliée de façon rigide en flexion à une autre semelle (111 a), la semelle et la plaque de base étant disposées l'une au-dessus de l'autre à un certain écartement, dans laquelle le perçage (113a) de la semelle (111a) se trouve dans l'alignement du perçage (113) de la plaque de base (111), et dans laquelle le boulon d'ancrage (145) peut être passé à travers le perçage (113a) de la semelle (111a) en pouvant être immobilisé.
  2. Fondation selon la revendication 1,
    caractérisée en ce que
    le sabot de fondation (110) a une constitution symétrique.
  3. Fondation selon l'une des revendications précédentes,
    caractérisée en ce que
    des éclisses ou barres (115) sont prévues pour assurer la liaison rigide en flexion entre la semelle et la plaque de base (111, 111 a).
  4. Fondation selon l'une des revendications précédentes
    caractérisée en ce que
    les éclisses ou barres (115) sont soudées à la semelle et à la plaque de base (111, 111a).
  5. Fondation selon l'une des revendications précédentes,
    caractérisée en ce que
    le tirant d'ancrage (112) et le boulon d'ancrage (145) peuvent être vissés respectivement à la plaque de base et à la semelle (111, 111a).
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 EP1857602A2 (fr) 2007-11-21
EP1857602A3 EP1857602A3 (fr) 2009-07-22
EP1857602B1 true 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)

Families Citing this family (8)

* 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
WO2010151539A1 (fr) * 2009-06-22 2010-12-29 Barnet Liberman Système de construction modulaire pour construire des bâtiments à plusieurs étages
ITMI20100711A1 (it) * 2010-04-26 2011-10-27 Ruredil Spa "collegamento meccanico per manufatti prefabbricati in conglomerato cementizio armato e procedimento per produrli"
ES2398284B1 (es) * 2011-08-16 2014-01-21 Prefabricados Dinescon, S.L. Sistema regulable de unión embebida de elementos de hormigón prefabricado para estructuras de edificación y procedimiento para llevar a cabo la unión de elementos de hormigón prefabricado.
CN103711325B (zh) * 2014-01-17 2015-12-02 郭鲁正 一种用于构建预制板块连接结合体的吊板卡装置
EP2966236A1 (fr) * 2014-07-07 2016-01-13 Fundacíon Tecnalia Research & Innovation Dispositif de liaison avec joint sec pour colonne en beton armé préfabriquée
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
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

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE2241787C3 (de) 1972-08-25 1978-10-26 West's Piling And Construction Co. Ltd., Colnbrook, Buckinghamshire (Grossbritannien) Pfahlverbindung
DE2315186C3 (de) 1973-03-27 1975-09-04 Hochtief Ag Fuer Hoch- Und Tiefbauten Vorm. Gebr. Helfmann, 4300 Essen Stossverbindung von Stahlbetonstützen mit Stossplatten
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
FI941936A (fi) 1994-04-26 1995-10-27 Teraespeikko Oy Pilarikenkä
DE29615755U1 (de) * 1996-01-10 1996-12-05 BAM AG, Zug Verankerungselement für Stahlbetonbauten
DE20002501U1 (de) * 1999-06-04 2000-12-07 Pfeifer Holding Gmbh & Co Kg Fertigteilstütze
DE202005011851U1 (de) * 2005-07-28 2005-10-20 Goldbeck Bau Gmbh Vorgefertigte Fundament- und Stützenanordnung für Bauwerke

Also Published As

Publication number Publication date
EP1857602A2 (fr) 2007-11-21
ATE527416T1 (de) 2011-10-15
DE102006023296A1 (de) 2007-11-22
EP1857602A3 (fr) 2009-07-22

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