EP1966445B1 - Column shoe - Google Patents

Column shoe Download PDF

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Publication number
EP1966445B1
EP1966445B1 EP06830941.8A EP06830941A EP1966445B1 EP 1966445 B1 EP1966445 B1 EP 1966445B1 EP 06830941 A EP06830941 A EP 06830941A EP 1966445 B1 EP1966445 B1 EP 1966445B1
Authority
EP
European Patent Office
Prior art keywords
column
flexible cable
column shoe
cable loop
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.)
Not-in-force
Application number
EP06830941.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1966445A1 (en
EP1966445A4 (en
Inventor
Jorma Kinnunen
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.)
Peikko Group Oy
Original Assignee
Peikko Group Oy
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 Peikko Group Oy filed Critical Peikko Group Oy
Priority to PL06830941T priority Critical patent/PL1966445T3/pl
Publication of EP1966445A1 publication Critical patent/EP1966445A1/en
Publication of EP1966445A4 publication Critical patent/EP1966445A4/en
Application granted granted Critical
Publication of EP1966445B1 publication Critical patent/EP1966445B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/226—Protecting piles
    • 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
    • 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 fastening reinforced concrete columns to a base, the column shoe comprising a bottom plate provided with a bolt hole and a side plate fastened to the bottom plate for providing a bolt casing, main bonds for fastening the column shoe and the reinforced concrete column to one another, and a back bond for transmitting a lower horizontal force of a horizontal force couple, produced by eccentric positions of the main bonds and the bolt at the bolt hole, to concrete.
  • Column shoes are used at the lower end of reinforced concrete columns at the corners and on the sides for fastening the column to bolts in the foundations or the rest of the base structure. By using column shoes, the column may be left unsupported during installation.
  • the column shoes join the column with the base structure by means of the bolts.
  • a bolt joint mainly transmits vertical forces in the direction of the bolt. Due to the structure of the column shoes, the force to be transmitted from the column to the bolts is not transmitted in the same line but it must be transmitted horizontally to the side in the region of the bolt casing. The force from the column and the bolt are thus positioned eccentrically to one another, which means that the main bonds of the column shoe and the bolt extending from the base structure are positioned eccentrically to one another. In the shoe structure this causes a bending moment, which is transmitted as a horizontal force couple to the column.
  • the upper force of the horizontal force couple is in the upper part of the side plates of the column shoe, and it is transmitted as compression to the concrete when the bolts are under compression or as pulling of a web reinforcement around the column shoes when the bolts are under pulling.
  • the lower force of the horizontal force couple is on the same plane as the bottom plate of the column shoe. In modern column shoes that are on the market, this horizontal force is transmitted by back bonds, such as a bent ribbed reinforcing bar or an upset bar fastened to the inner corner of the lower edge of the column shoe, when the bolts are under compression or as compression to the concrete when the bolts are under pulling.
  • DE 19514685 A discloses a column shoe according to the preamble of claim 1.
  • the column shoe of the invention is characterized in that the back bond is arranged to comprise a flexible cable loop.
  • the invention provides the advantage that back bonds composed of flexible cable loops are easily interlocked when placed in a small column.
  • the column shoes may be manufactured to be similar, regardless of the side measures of the column. It is possible to manufacture column shoes to the storage in advance, which makes the automation of the manufacture profitable. The storage and handling of the column shoes also become easier, as they do not need to be bundled. This increases cost-efficiency and makes delivery times shorter.
  • the invention also provides the advantage that the invention may be implemented in a very flexible manner. For example, the cable loop may be fastened to the column shoe either during the manufacture of the column shoe or at a prefabricated reinforced concrete factory when column shoes are mounted in a mould.
  • Figures 1 and 2 show the principle of a first embodiment of the invention.
  • the reference numeral 1 refers to a bottom plate provided with a bolt hole 2.
  • a side plate fastened to the bottom plate is marked with the reference numeral 3.
  • the side plate 3 and the bottom plate constitute a bolt casing.
  • the side plate 3 is provided with main bonds 4 for fastening a column shoe and a reinforced concrete column to one another.
  • a horizontal force couple which must be taken into account in the structure, is produced due to the eccentric positions of the main bonds and the bolt at the bolt hole 2.
  • a back bond 5 is used for transmitting the lower horizontal force of the above-mentioned horizontal force couple to the concrete.
  • Figures 1 and 2 show a position, in which the column shoes are located at an end of the column.
  • the column itself is not illustrated in the figures.
  • the column shoes are mounted in their places during the manufacture of the column, i.e. they are brought to their places in the mould before the concrete casting.
  • the column shoes are an integral part of the column in such a manner that the column may be fixed to the bolts on the base by arranging the bolts in the holes in the bottom plate of the column shoe and driving nuts in the bolts.
  • the back bond 5 is arranged to comprise a flexible cable loop 6.
  • the above-mentioned flexible cable loop transmits the lower horizontal force of the column shoe either by being anchored to the column directly or by connecting to other shoes, as shown in the following examples.
  • the flexible cable loops are anchored directly to the column.
  • both ends of the flexible cable loop 6 are fastened to the column shoe.
  • the fastening may be implemented, for instance, by providing the side plate 3 with slot parts 8, in which the ends of the cable loop 6 are arranged, as shown in Figures 1 and 2 .
  • Figures 3 and 4 show a second embodiment of the column shoe of the invention.
  • the same reference numerals are used in Figures 3 and 4 to refer to corresponding parts as in Figures 1 and 2 .
  • a connecting element 7 is fastened to the column shoe and the flexible cable loop 6 is arranged to grip the connecting element.
  • the connecting element 7 consists of a flange part fastened to the column shoe.
  • the flange part includes a hole, through which the flexible cable loop 6 is arranged to pass.
  • the cable loop 6 is arranged to grip the connecting elements 7 of all four column shoes, which means that the column shoes are connected to one another by means of the flexible cable loop 6.
  • the embodiment of Figures 3 and 4 may also be applied in such a manner that each column shoe has its own flexible cable loop 6, which is anchored directly to the column.
  • Figures 5 and 6 show a third example of the column shoe of the invention.
  • the same reference numerals are used in Figures 5 and 6 to refer to corresponding parts as in the examples of Figures 1 and 2 as well as 3 and 4.
  • the flexible cable loop 6 is arranged to surround the lower flange 1 of the column shoe.
  • the flexible cable loops 6 are arranged to be anchored directly to the column.
  • the flexible cable loops are formed by arranging the cable to pass around the lower flange 1 and by joining the free ends of the cable together.
  • Figures 7 and 8 show an embodiment of the invention, wherein the flexible cable loop 6 is arranged to pass through openings 9 in the side plate 3.
  • the openings 9 are arranged at a distance from one another.
  • the openings 9 may be formed, for instance, by providing the lower edge of the side plate 3 with a groove or slot, through which the cable loop 6 can easily be mounted in its place before the side plate is fastened to the lower flange 1.
  • the lower edge of the groove or slot is closed as the side plate 3 is fastened to the lower flange 1, as shown in Figure 8 .
  • the openings may naturally be formed in some other way, such as by drilling or cutting a suitable opening in the side plate, etc.
  • Figure 8 also shows bolts, which are arranged to pass through the bolt holes 2.
  • the flexible cable loops 6 are arranged to pass around the bolts.
  • Figures 9 and 10 show an embodiment, in which both ends of the flexible cable loop 6 are arranged to pass through the same opening 10. In this embodiment, the ends of the flexible cable loop 6 are joined together by a locking element 11, which is arranged to prevent the ends from moving through the opening 10.
  • Figures 11 and 12 show an example of the invention, wherein a connecting element 7 fastened to the side plate is used.
  • the connecting element is in this embodiment fastened to the other side of the side plate 3.
  • the connecting element 7 is arranged at the surface of the side plate 3 that is on the side of the bolt hole 2 and the flexible cable loop 6 is arranged to pass over the side plate 3 to the fastening element 7.
  • Figures 13 and 14 show an embodiment, in which the flexible cable loop 6 is arranged to pass over the side plate 3 and through an opening 12 in the lower part of the side plate 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Hydrogenated Pyridines (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Fencing (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
EP06830941.8A 2005-12-27 2006-12-20 Column shoe Not-in-force EP1966445B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06830941T PL1966445T3 (pl) 2005-12-27 2006-12-20 Podpora słupa

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20055702A FI118186B (fi) 2005-12-27 2005-12-27 Pilarikenkä
PCT/FI2006/050568 WO2007074212A1 (en) 2005-12-27 2006-12-20 Column shoe

Publications (3)

Publication Number Publication Date
EP1966445A1 EP1966445A1 (en) 2008-09-10
EP1966445A4 EP1966445A4 (en) 2013-12-11
EP1966445B1 true EP1966445B1 (en) 2014-05-21

Family

ID=35510780

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06830941.8A Not-in-force EP1966445B1 (en) 2005-12-27 2006-12-20 Column shoe

Country Status (5)

Country Link
EP (1) EP1966445B1 (fi)
FI (1) FI118186B (fi)
NO (1) NO340105B1 (fi)
PL (1) PL1966445T3 (fi)
WO (1) WO2007074212A1 (fi)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PT2233664E (pt) * 2009-03-12 2010-11-22 Gerhard Krummel Dispositivo para a ligação de peças de betão prontas
FI123244B (fi) * 2010-10-26 2013-01-15 Peikko Group Oy Pilarikenkä
FI20106109A (fi) * 2010-10-26 2012-04-27 Peikko Group Oy Pilarikenkä
FI20126323L (fi) * 2012-12-18 2014-06-19 Peikko Group Oy Pilarikenkä
EP2966236A1 (en) * 2014-07-07 2016-01-13 Fundacíon Tecnalia Research & Innovation Joining device for precast reinforced concrete columns with a dry joint
FI126440B (fi) * 2014-11-13 2016-12-15 Anstar Oy Pilarikenkä
PL424089A1 (pl) * 2017-12-27 2019-07-01 Andrzej Karpiński Sposób wznoszenia budynków o konstrukcji szkieletowej na bazie prefabrykowanego dwu-różnowęzłowego słupa konstrukcyjnego oraz prefabrykowany dwu-różnowęzłowy słup konstrukcyjny
KR20220033049A (ko) * 2019-07-12 2022-03-15 페이코 그룹 오와이 철근콘크리트 기둥을 베이스에 체결하기 위한 기둥 슈

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI941936A (fi) * 1994-04-26 1995-10-27 Teraespeikko Oy Pilarikenkä
DE19817832A1 (de) * 1998-04-22 1999-10-28 Peikko Gmbh Stützenschuh zur Befestigung eines Betonpfahles auf einer Unterlage
FI20020422A (fi) * 2002-03-05 2003-09-06 Tartuntamarkkinointi Oy Pilarikenkä
DE50303601D1 (de) * 2003-11-13 2006-07-06 Halfen Gmbh & Co Kg Stützenschuh für Betonpfeiler

Also Published As

Publication number Publication date
EP1966445A1 (en) 2008-09-10
WO2007074212A1 (en) 2007-07-05
NO20082417L (no) 2008-05-28
FI118186B (fi) 2007-08-15
FI20055702A0 (fi) 2005-12-27
PL1966445T3 (pl) 2014-11-28
NO340105B1 (no) 2017-03-13
EP1966445A4 (en) 2013-12-11
FI20055702A (fi) 2007-06-28

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