EP1748119B1 - Vorgefertigte Fundament- und Stützenanordnung für Bauwerke - Google Patents

Vorgefertigte Fundament- und Stützenanordnung für Bauwerke Download PDF

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Publication number
EP1748119B1
EP1748119B1 EP06004911.1A EP06004911A EP1748119B1 EP 1748119 B1 EP1748119 B1 EP 1748119B1 EP 06004911 A EP06004911 A EP 06004911A EP 1748119 B1 EP1748119 B1 EP 1748119B1
Authority
EP
European Patent Office
Prior art keywords
foundation
pillar
flaps
prefabricated
assembly according
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
EP06004911.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1748119A3 (de
EP1748119A2 (de
Inventor
Ortwin Goldbeck
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.)
Goldbeck GmbH
Original Assignee
Goldbeck GmbH
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Filing date
Publication date
Application filed by Goldbeck GmbH filed Critical Goldbeck GmbH
Priority to PL06004911T priority Critical patent/PL1748119T3/pl
Publication of EP1748119A2 publication Critical patent/EP1748119A2/de
Publication of EP1748119A3 publication Critical patent/EP1748119A3/de
Application granted granted Critical
Publication of EP1748119B1 publication Critical patent/EP1748119B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts

Definitions

  • the invention relates to a prefabricated foundation and support structure for buildings, with at least one foundation in the form of a concrete block provided with reinforcing steel and at least one support.
  • document AT 388 405 B discloses a column assembly in the form of two stacked reinforced concrete pile members, one of the pile ends being provided with tabs which engage pocket-like recesses in a ring at the pile end to be joined thereto.
  • a horizontal in-situ concrete layer is produced on the construction site, which is referred to as a cleanliness layer.
  • the foundations are aligned, and the existing space is potted with liquid concrete. Then the support is connected to the foundation.
  • quiver foundations In this construction so-called quiver foundations are known. These quiver foundations have on the upper side of an insertion opening, which can have a depth of up to 90 cm. The supports are pushed into these openings.
  • the deep insertion opening, from which the term "quiver foundations" is derived, has the consequence that these foundations are very voluminous and bulky, so that they require a corresponding transport capacity during transport.
  • the invention has for its object to provide an assembly of foundation and support of the type described above, which require relatively little storage space on transport vehicles and the rest are easy to install.
  • the arrangement according to the invention is characterized in that for connecting the support to the foundation at the top of the foundation and at the lower end of the support tabs are provided, which in the mounted position of the support at the foundation aligned holes, and that Bolt for connecting one of the associated tabs are provided by insertion into the aligned bores, and that the foundation-mounted tabs are arranged in channels on the upper side of the foundation.
  • the inventive concept for connecting the foundation and a support allows a very space-saving design for the foundation.
  • An upstanding quiver is not required.
  • the foundations can thus be formed as relatively flat, possibly chamfered to both sides, desk-shaped blocks.
  • the tabs of the foundation are preferably located within grooves or channels formed on the upper side and into which the downwardly projecting tabs of the posts can be inserted. Within these grooves, the connection can be potted after the bolts are driven in, so that any additional securing of the bolts is not necessary. With the specified type of connection of the supports and foundations a relatively high angular accuracy between the supports and foundations is achieved, so that a fine adjustment is not provided within the inventive compound of the tabs. Rather, it is sufficient to align the foundations on the cleanliness layer exactly.
  • the tabs are preferably formed by metal plates which are connected to the reinforcing steel lying in the foundation and in the supports.
  • tab connections are provided in a rectangular band. It can be used on one side, approximately at the bottom of the support, in each case a pair of spaced tabs, between the tabs a tab is inserted at the top of the foundation.
  • Fig. 1 is a foundation with 10 and a shortened support 12 has been designated.
  • the foundation is an outline rectangular, substantially plate-shaped precast concrete whose upper surface on two opposite sides of desk-shaped chamfers 14,16. Between these chamfers is a horizontal surface 18.
  • two parallel channels 20,22 In the upper side of the foundation occur two parallel channels 20,22, which extend transversely across the horizontal surface 18 and terminate in the two opposite chamfers 14,16, as in Fig. 1 is shown. Through these channels 20,22 across a flat, rectangular recess 24 is provided in the center of the horizontal surface 18, which serves to receive a support 12.
  • the support 12 is also a reinforced precast concrete element.
  • the invention is not limited to supports consisting essentially of concrete, but also includes arrangements with a foundation 10 of the type described above and a support of another suitable material. Reinforcement bars 32, 34, whose course runs in Fig. 1 also indicated. Naturally, ten reinforcing steels are also provided within the foundation, but these are in Fig. 1 not shown.
  • Fig. 2 is a perspective view of a lower side of the support 12.
  • metal plates 52 are each welded between two reinforcing bars, as in the example of the reinforcing steels 40 and 42 in the lower left corner in Fig. 2 should be explained.
  • These metal plates 52 generally steel plates, have a central bore 54.
  • four arranged in a rectangular band straps are formed, which serve to connect with corresponding tabs of the foundation, as will be explained in more detail below.
  • These tabs are located in a manner not shown within the two in Fig. 1 represented channels 20 and 22nd
  • Fig. 3 the foundation 10 is shown in a side view.
  • the course of the channels 20,22 is indicated by dashed lines.
  • each paired tabs 56,58 and 60,62 protrude, which, as in Fig. 3 indicated, connected to the ends of reinforcing steels 64, in particular welded.
  • metal plates 52 which form the tabs at the lower end of the supports can be inserted against the respective paired and spaced tabs 56,58 and 60,62 at the bottom of the channels 20,22.
  • the holes 54 of the metal plates 52, which form the tabs of the support aligned with corresponding holes in the paired tabs 56,58,60,62 of the foundation 10, so that it is now possible, 66,68 in insert the aligned holes, in particular strike.
  • the links are connected on both sides with the reinforcing bars of the concrete parts.
  • the channels 20,22 are filled after the connection with concrete, so that the bolts 66,68 are permanently anchored in holes.
  • Fig. 4 is a side view perpendicular to the side view of Fig. 3 and also shows the parts of the link mechanism in partially dashed, partially solid lines.
  • the reference numerals used correspond to the reference numbers in the other drawings, so that a detailed re-explanation is not required.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Foundations (AREA)
EP06004911.1A 2005-07-28 2006-03-10 Vorgefertigte Fundament- und Stützenanordnung für Bauwerke Expired - Lifetime EP1748119B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06004911T PL1748119T3 (pl) 2005-07-28 2006-03-10 Prefabrykowany układ fundamentu i podpory dla budowli

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202005011851U DE202005011851U1 (de) 2005-07-28 2005-07-28 Vorgefertigte Fundament- und Stützenanordnung für Bauwerke

Publications (3)

Publication Number Publication Date
EP1748119A2 EP1748119A2 (de) 2007-01-31
EP1748119A3 EP1748119A3 (de) 2011-06-01
EP1748119B1 true EP1748119B1 (de) 2017-04-19

Family

ID=35220352

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06004911.1A Expired - Lifetime EP1748119B1 (de) 2005-07-28 2006-03-10 Vorgefertigte Fundament- und Stützenanordnung für Bauwerke

Country Status (4)

Country Link
EP (1) EP1748119B1 (pl)
DE (1) DE202005011851U1 (pl)
DK (1) DK1748119T3 (pl)
PL (1) PL1748119T3 (pl)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202023101410U1 (de) 2023-03-21 2023-06-26 DeKru GmbH & Co. KG Fundamentaufbau aus einem Stahlbetonfundament und einem Stützkörper mit einer Verbindungsanordnung

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006023296A1 (de) * 2006-05-18 2007-11-22 Krummel, Gerhard, Dipl.-Ing. Vorrichtung zur Befestigung einer Betonstütze auf einem Fundament, insbesondere einem Betonfundament
DE202010001337U1 (de) 2010-01-26 2011-06-09 GOLDBECK GmbH, 33649 Nivelliersystem für eine vorgefertigte Fundament- und Stützenanordnung für Bauwerke
CN103243731B (zh) * 2013-05-13 2015-03-11 中建七局(上海)有限公司 剪力墙梯形截面基础的支模方法
AU2014404071A1 (en) * 2014-08-20 2017-03-16 Iconkrete 2012, S.L. Prefabricated concrete surface foundation system for photovoltaic and thermosolar plants and method for the implementation thereof
PL71013Y1 (pl) * 2017-07-26 2019-09-30 Wpz Elbud Gdansk Spolka Z Ograniczona Odpowiedzialnoscia Fundament prefabrykowany
CN110216791B (zh) * 2019-05-18 2020-09-11 陕西建工第五建设集团有限公司 钢筋笼与钢模板整体直锚定位方法
CN113374174B (zh) * 2021-06-08 2022-09-13 华南理工大学 一种新型再生块体混凝土预制装配式构造柱及其施工方法
PL131586U1 (pl) * 2023-08-03 2025-02-10 Betoniarnia Radoszyce Spółka Z Ograniczoną Odpowiedzialnością Fundament prefabrykowany monolityczny o podwyższonych właściwościach mechanicznych i statycznych służący do posadowienia elementów konstrukcyjnych
PL248678B1 (pl) * 2024-08-25 2026-01-12 Politechnika Czestochowska Trapezowy modułowy fundament mobilny

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040177574A1 (en) * 2003-03-10 2004-09-16 Wallin David Martin Herculean abode tower system (HATS)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT3884B (pl) 1899-08-07 1901-04-25 Franz Gustav Kleinsteuber
IT1139936B (it) * 1981-12-09 1986-09-24 Scac Soc Cementi Armati Centri Giunto per il collegamento fra segmenti o tronchi di pali in cemento armato
SE466112B (sv) * 1989-04-05 1991-12-16 Joergen Thor Anordning vid en samverkanpelare samt saett foer tillverkning av en dylik anordning
ES2063651B1 (es) * 1992-06-16 1996-03-01 Barrio Diez Carlos Del Sistema desmontable para pilares y apoyos de edificio.
US6109820A (en) * 1997-03-31 2000-08-29 Flexstake, Inc. Anchor base for flexible marker

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040177574A1 (en) * 2003-03-10 2004-09-16 Wallin David Martin Herculean abode tower system (HATS)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202023101410U1 (de) 2023-03-21 2023-06-26 DeKru GmbH & Co. KG Fundamentaufbau aus einem Stahlbetonfundament und einem Stützkörper mit einer Verbindungsanordnung
WO2024193845A1 (de) 2023-03-21 2024-09-26 DeKru GmbH & Co. KG Fundamentaufbau aus einem stahlbetonfundament und einem stützkörper mit einer verbindungsanordnung

Also Published As

Publication number Publication date
EP1748119A3 (de) 2011-06-01
PL1748119T3 (pl) 2017-11-30
EP1748119A2 (de) 2007-01-31
DK1748119T3 (en) 2017-07-10
DE202005011851U1 (de) 2005-10-20

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