EP3851601B1 - Column shoe for fastening reinforced concrete columns to a base - Google Patents

Column shoe for fastening reinforced concrete columns to a base Download PDF

Info

Publication number
EP3851601B1
EP3851601B1 EP21151794.1A EP21151794A EP3851601B1 EP 3851601 B1 EP3851601 B1 EP 3851601B1 EP 21151794 A EP21151794 A EP 21151794A EP 3851601 B1 EP3851601 B1 EP 3851601B1
Authority
EP
European Patent Office
Prior art keywords
side plate
plate member
anchor
section
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.)
Active
Application number
EP21151794.1A
Other languages
German (de)
French (fr)
Other versions
EP3851601C0 (en
EP3851601A1 (en
Inventor
Jorma Kinnunen
Patrick Schmidt
Kristian Heinonen
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
Publication of EP3851601A1 publication Critical patent/EP3851601A1/en
Application granted granted Critical
Publication of EP3851601B1 publication Critical patent/EP3851601B1/en
Publication of EP3851601C0 publication Critical patent/EP3851601C0/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • E04B1/215Connections specially adapted therefor comprising metallic plates or parts

Definitions

  • the invention relates to a column shoe for fastening reinforced concrete columns to a base as defined in the preamble of independent claim 1.
  • Publication US 7,726,091 presents a support shoe for a concrete pillar has a base plate and two lateral plates arranged at lateral edges of the base plate and projecting upwardly at a right angle from the base plate. At least one reinforcement bar is connected to the support shoe for introducing forces into the concrete pillar.
  • the two lateral edges and thus also the lateral plates connected thereto are arranged at an acute angle relative to one another, wherein the two lateral plates are formed as separate components connected to the base plate.
  • Document WO 2012/056100 A1 discloses the features of the preamble of claim 1.
  • the object of the invention is to provide a column shoe which has both good stiffness and that optimizes forces transfer within the column shoe.
  • the column shoe of the invention is characterized by the definitions of independent claim 1.
  • the column shoe comprises a bottom plate 1 with a bolt opening 2.
  • the column shoe comprises additionally a side plate member 3 fastened to the bottom plate 1 for providing a bolt casing 4 of the bottom plate 1 and the side plate member 3.
  • a treaded rod such as a bolt or a treaded bar or the like, that projects from the base, penetrates the bottom plate 1 in the bolt opening 2 and nuts are screwed to the treaded rod bolt or a treaded bar to secure the column shoe to the treaded bar or bolt.
  • the column shoe comprises additionally main bonds, also called anchor bars 5, fastened to the side plate member 3 for fastening and/or anchoring the column shoe and the reinforced concrete column to one another.
  • the column shoe comprises additionally back bond means 6.
  • One purpose of the back bound means is to transmit horizontal forces, such as lower horizontal forces, between the column and said treaded rod that projects from the base.
  • the side plate member 3 is a monolithic solid structure comprising two side plate sections 7 and a connecting section 8 connecting said two side plates sections.
  • the column shoe is symmetrical with respect to an imaginary vertical central plane A of the bolt casing 4.
  • the side plate member 3 has a slot 14 extending from an upper edge 15 of the side plate member 3 at the connecting section 8 of the side plate member 3. Especially if the anchor bars 5 are fastened by welding to the inner surface 13 of each side plate sections 7 of the side plate member 3, as illustrated in the figures, such slot 14 makes it easier to securely weld the anchor bars 5 to the inner surface 13 of each side plate section 7 of the side plate member 3, because the slot 14 provides for a passage for the welding torch (not shown in the figures)
  • the back bond means 6 comprises preferably, but not necessarily, a back anchor 9 fastened to the back surface 12 of each side plate sections 7 that face away from one another. If the column shoe has such back anchors 9, each back anchor 9 has preferably, but not necessarily, a fastening section 10 by means of which the back anchor 9 is fastened by welding to said back surface 12 of the side plates section by welding along the fastening section 10 and a vertical section 11 that extends in parallel with the anchor bars 5.
  • the back bond means 6 are preferably, but not necessarily, dimensioned so, and the back bond means 6 are preferably, but not necessarily, fastened to said back surface 12 of the side plates section so, that the vertical section 11 of the back anchors 9 are arranged at a distance from one another.
  • the back bond means 6 will be securely fastened to the side plate section 7 because the arranging of the back anchors 9 are securely fastened to the said back surface 12 of the side plates section by welding along the fastening section 10. Because of the provision of a back bond means 6 comprising of two separate back anchors 9, arranging of the column shoe with respect to the reinforcement structure of the reinforced concrete column is easy, when manufacturing the reinforced concrete column by casting.
  • the back anchors 9 are preferably, but not necessarily, identical and arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing 4.
  • the anchor bars 5 comprises two anchor bars 5 so that one anchor bar 5 is fastened to inner surface 13 of each side plate section 7 that faces one another.
  • the anchor bars 5 are preferably, but not necessarily identical.
  • the anchor bars are arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing 4.
  • each back anchor 9 extend preferably, but not necessarily, perpendicularly with respect to the vertical section 11 of the back anchor 9.
  • the bolt opening 2 in the bottom plate 1 is preferably, but not necessarily, symmetrically provided with respect to the imaginary vertical central plane A of the bolt casing 4.
  • the slot 14 is provided at the imaginary vertical plane A of the bolt casing 4.
  • the slot 14 extends between an inner surface of the side plate member 3 and an outer surface of the side plate member 3.
  • the slot 14 extend preferably, but not necessarily, between an inner surface of the connecting section 8 of the side plate member 3 and an outer surface of the connecting section 8 of the side plate member 3.
  • the anchor bars 5 are provided spaced apart from the slot 14.

Description

    Field of the invention
  • The invention relates to a column shoe for fastening reinforced concrete columns to a base as defined in the preamble of independent claim 1.
  • Publication US 7,726,091 presents a support shoe for a concrete pillar has a base plate and two lateral plates arranged at lateral edges of the base plate and projecting upwardly at a right angle from the base plate. At least one reinforcement bar is connected to the support shoe for introducing forces into the concrete pillar. The two lateral edges and thus also the lateral plates connected thereto are arranged at an acute angle relative to one another, wherein the two lateral plates are formed as separate components connected to the base plate. Document WO 2012/056100 A1 discloses the features of the preamble of claim 1.
  • Objective
  • The object of the invention is to provide a column shoe which has both good stiffness and that optimizes forces transfer within the column shoe.
  • Short description
  • The column shoe of the invention is characterized by the definitions of independent claim 1.
  • Preferred embodiments of the column shoe are defined in the dependent claims.
  • List of figures
  • In the following the column shoe will described in more detail by referring to the figures, of which
    • Figure 1 shows one embodiment of the column shoe,
    • Figure 2 shows the column shoe shown in figure 1 from another angle,
    • Figure 3 shows the column shoe shown in figure 1 from another angle, and
    • Figure 4 shows the column shoe shown in figure 1 from above.
    Detailed description of the invention
  • In the following, the column shoe for fastening reinforced concrete columns to a base and some embodiments and variants of the column shoe will be described in greater detail.
  • The column shoe comprises a bottom plate 1 with a bolt opening 2. The column shoe comprises additionally a side plate member 3 fastened to the bottom plate 1 for providing a bolt casing 4 of the bottom plate 1 and the side plate member 3. When the column shoe is casted into a reinforced concrete column and said reinforced concrete column is fastened to a base by means of the column shoe, a treaded rod such as a bolt or a treaded bar or the like, that projects from the base, penetrates the bottom plate 1 in the bolt opening 2 and nuts are screwed to the treaded rod bolt or a treaded bar to secure the column shoe to the treaded bar or bolt.
  • The column shoe comprises additionally main bonds, also called anchor bars 5, fastened to the side plate member 3 for fastening and/or anchoring the column shoe and the reinforced concrete column to one another.
  • The column shoe comprises additionally back bond means 6. One purpose of the back bound means is to transmit horizontal forces, such as lower horizontal forces, between the column and said treaded rod that projects from the base.
  • In the column shoe, the side plate member 3 is a monolithic solid structure comprising two side plate sections 7 and a connecting section 8 connecting said two side plates sections.
  • The column shoe is symmetrical with respect to an imaginary vertical central plane A of the bolt casing 4.
  • The side plate member 3 has a slot 14 extending from an upper edge 15 of the side plate member 3 at the connecting section 8 of the side plate member 3. Especially if the anchor bars 5 are fastened by welding to the inner surface 13 of each side plate sections 7 of the side plate member 3, as illustrated in the figures, such slot 14 makes it easier to securely weld the anchor bars 5 to the inner surface 13 of each side plate section 7 of the side plate member 3, because the slot 14 provides for a passage for the welding torch (not shown in the figures)
  • In the column shoe, the back bond means 6 comprises preferably, but not necessarily, a back anchor 9 fastened to the back surface 12 of each side plate sections 7 that face away from one another. If the column shoe has such back anchors 9, each back anchor 9 has preferably, but not necessarily, a fastening section 10 by means of which the back anchor 9 is fastened by welding to said back surface 12 of the side plates section by welding along the fastening section 10 and a vertical section 11 that extends in parallel with the anchor bars 5. The back bond means 6 are preferably, but not necessarily, dimensioned so, and the back bond means 6 are preferably, but not necessarily, fastened to said back surface 12 of the side plates section so, that the vertical section 11 of the back anchors 9 are arranged at a distance from one another. The back bond means 6 will be securely fastened to the side plate section 7 because the arranging of the back anchors 9 are securely fastened to the said back surface 12 of the side plates section by welding along the fastening section 10. Because of the provision of a back bond means 6 comprising of two separate back anchors 9, arranging of the column shoe with respect to the reinforcement structure of the reinforced concrete column is easy, when manufacturing the reinforced concrete column by casting.
  • The back anchors 9 are preferably, but not necessarily, identical and arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing 4.
  • The anchor bars 5 comprises two anchor bars 5 so that one anchor bar 5 is fastened to inner surface 13 of each side plate section 7 that faces one another.
  • The anchor bars 5 are preferably, but not necessarily identical. The anchor bars are arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing 4.
  • The fastening section 10 of each back anchor 9 extend preferably, but not necessarily, perpendicularly with respect to the vertical section 11 of the back anchor 9.
  • The bolt opening 2 in the bottom plate 1 is preferably, but not necessarily, symmetrically provided with respect to the imaginary vertical central plane A of the bolt casing 4.
  • The slot 14 is provided at the imaginary vertical plane A of the bolt casing 4.
  • The slot 14 extends between an inner surface of the side plate member 3 and an outer surface of the side plate member 3.
  • The slot 14 extend preferably, but not necessarily, between an inner surface of the connecting section 8 of the side plate member 3 and an outer surface of the connecting section 8 of the side plate member 3.
  • The anchor bars 5 are provided spaced apart from the slot 14.
  • It is apparent to a person skilled in the art that as technology advances, the basic idea of the invention can be implemented in various ways. The invention and its embodiments are therefore not restricted to the above examples, but they may vary within the scope of the claims.

Claims (7)

  1. A column shoe for fastening reinforced concrete columns to a base, wherein the column shoe comprising
    a bottom plate (1) with a bolt opening (2),
    a side plate member (3) fastened to the bottom plate (1) for providing a bolt casing (4) of the bottom plate (1) and the side plate member (3),
    anchor bars (5) fastened to the side plate member (3) for fastening the column shoe and the reinforced concrete column to one another, and
    back bond means (6) for transmitting horizontal forces between the reinforced concrete column and a threaded rod projecting from the base and through the bolt opening (2) in the bottom plate (1),
    wherein the side plate member (3) is a monolithic structure comprising two side plate sections (7) and a connecting section (8) connecting said two side plates sections, and
    wherein the bolt casing (4) being symmetrical with respect to an imaginary vertical central plane A of the bolt casing (4),
    wherein the anchor bars (5) comprise two anchor bars (5) so that one anchor bar (5) is fastened to inner surface (13) of each side plate sections (7) that faces one another,
    wherein a slot (14) extends from an upper edge (15) of side plate member (3) at the connecting section (8) of the side plate member (3),
    wherein the slot (14) is provided at the imaginary vertical plane A of the bolt casing (4),
    characterized by the slot (14) extending between an inner surface of the side plate member (3) and an outer surface of the side plate member (3), and
    by the anchor bars (5) being provided spaced apart from the slot (14).
  2. The column shoe according to claim 1, characterized
    by the back bond means (6) comprising a back anchor (9) fastened to the back surface (12) of each side plate section (7) that face away from one another,
    by each back anchor (9) having a fastening section (10) by means of which the back anchor (9) is fastened by welding to said back surface (12) of the side plate members (3) by welding along the fastening section (10) and a vertical section (11) that extends in parallel with the anchor bars (5), and
    by the back bond means (6) being dimensioned so and the back bond means (6) being fastened to said back surface (12) of the side plates section so that the vertical section (11) of the back anchors (9) are arranged at a distance from one another.
  3. The column shoe according to claim 2, characterized
    by the back anchors (9) being identical and being arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing (4).
  4. The column shoe according to claim 2 or 3, characterized
    by the fastening section (10) of each back anchor (9) extending perpendicularly with respect to the vertical section (11) of the back anchor (9).
  5. The column shoe according to any of the claims 1 to 4, characterized
    by the anchor bars (5) being identical and being arranged symmetrically with respect to the imaginary vertical central plane A of the bolt casing (4).
  6. The column shoe according to any of the claims 1 to 5, characterized
    by the bolt opening (2) in the bottom plate (1) being symmetrically provided with respect to the imaginary vertical central plane A of the bolt casing (4).
  7. The column shoe according to any of the claims 1 to 6, characterized
    by the slot (14) extending between an inner surface of the connecting section (8) of the side plate member (3) and an outer surface of the connecting section (8) of the side plate member (3).
EP21151794.1A 2020-01-17 2021-01-15 Column shoe for fastening reinforced concrete columns to a base Active EP3851601B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20205044 2020-01-17

Publications (3)

Publication Number Publication Date
EP3851601A1 EP3851601A1 (en) 2021-07-21
EP3851601B1 true EP3851601B1 (en) 2023-10-11
EP3851601C0 EP3851601C0 (en) 2023-10-11

Family

ID=74186470

Family Applications (1)

Application Number Title Priority Date Filing Date
EP21151794.1A Active EP3851601B1 (en) 2020-01-17 2021-01-15 Column shoe for fastening reinforced concrete columns to a base

Country Status (1)

Country Link
EP (1) EP3851601B1 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19817832A1 (en) * 1998-04-22 1999-10-28 Peikko Gmbh Column shoe for attaching a concrete pile to a base
DE50303601D1 (en) 2003-11-13 2006-07-06 Halfen Gmbh & Co Kg Column shoe for concrete pillars
FI20106109A (en) * 2010-10-26 2012-04-27 Peikko Group Oy column shoe
FI20126323L (en) * 2012-12-18 2014-06-19 Peikko Group Oy PILLAR SHOE

Also Published As

Publication number Publication date
EP3851601C0 (en) 2023-10-11
EP3851601A1 (en) 2021-07-21

Similar Documents

Publication Publication Date Title
JP4993768B2 (en) Road fence
KR101766807B1 (en) the rigid connection structure between precast concrete column and precast concrete girder and the rigid connection structure between precast concrete girder and precast concrete beam using the plate, the modular system using the same
KR101750177B1 (en) Punching shear stiffening member of cutting bridge type and method for constructing footing using of the same
EP2935712B1 (en) Column shoe
EP3851601B1 (en) Column shoe for fastening reinforced concrete columns to a base
JP2008007950A (en) Embedded metal fitting and precast concrete member
US20100170166A1 (en) Spot footing
JP2008007949A (en) Skeleton system between precast concrete column or wall and beam
EP2935711B1 (en) Column shoe
EP3997273B1 (en) Column shoe for fastening reinforced concrete columns to a base
JP4111962B2 (en) Protective fence
JP6571235B1 (en) Waist wall and its construction method
EP3967816A1 (en) Corbel, method and arrangement for supporting a first structural element at a second structural element
WO2004031498A1 (en) Arrangement for forming a joint between a beam and a console
KR101750176B1 (en) Punching share stiffening member of separation type and strength enhancement manufacturing method of foundation slab using of the same
KR20050021611A (en) Apparatus for enhancing shear strength of column slab connection part and structure thereof using the same
CN110374229A (en) A kind of assembled energy-consuming shear wall of replaceable built-in profile steel diagonal brace
CN213978593U (en) Assembled track roof beam
US9548140B2 (en) Nuclear reactor vessel support structure and construction method of nuclear reactor vessel support structure
CN211774532U (en) Be provided with precast beam and beam column connection structure of subassembly that shears
KR102257540B1 (en) Truss composite precast deck plate and construction method using it
JP7024163B2 (en) Column-beam joint structure and column-beam construction method
KR101941843B1 (en) Steel Beam Made of Plate And Slim Floor System Using Thereof
JP2006083623A (en) Foundation structure of exposed column base
KR200343574Y1 (en) Steel Colum Base Using Cast Steel Base Plate

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20210119

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20230616

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602021005692

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

U01 Request for unitary effect filed

Effective date: 20231109

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20231115

U20 Renewal fee paid [unitary effect]

Year of fee payment: 4

Effective date: 20240117

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240211