EP3020867A1 - Column shoe - Google Patents

Column shoe Download PDF

Info

Publication number
EP3020867A1
EP3020867A1 EP15192502.1A EP15192502A EP3020867A1 EP 3020867 A1 EP3020867 A1 EP 3020867A1 EP 15192502 A EP15192502 A EP 15192502A EP 3020867 A1 EP3020867 A1 EP 3020867A1
Authority
EP
European Patent Office
Prior art keywords
bond means
side plate
column
column shoe
back bond
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
EP15192502.1A
Other languages
German (de)
French (fr)
Other versions
EP3020867B1 (en
Inventor
Hannu Lumiaho
Esko Mäkinen
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.)
ANSTAR OY
Original Assignee
Tartuntamarkkinointi 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 Tartuntamarkkinointi Oy filed Critical Tartuntamarkkinointi Oy
Publication of EP3020867A1 publication Critical patent/EP3020867A1/en
Application granted granted Critical
Publication of EP3020867B1 publication Critical patent/EP3020867B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/72Pile shoes
    • 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
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry

Definitions

  • the object of the present invention is a column shoe as defined in the preamble of claim 1 for attaching concrete columns to a foundation or to another concrete column.
  • a column shoe typically comprises a bolt casing with one side open, which bolt casing comprises a bottom plate provided with a bolt hole and a top plate as well as a side plate attached to them.
  • Column shoe further comprises bar-shaped dowel parts for attaching a column shoe and a concrete column to each other.
  • Column shoes are placed during casting at the corners of the lower end of a concrete column.
  • Column shoes of a concrete column are attached to the bolts in the attachment foundation.
  • Column shoes can also be used for extending concrete columns with another concrete column.
  • the one concrete column comprises a bolt to which a column shoe of the other concrete column is attached to.
  • a column shoe mainly transmits vertical forces with the direction of the bolt.
  • main bond means and a bolt are disposed eccentrically relative to one another, due to which compressive force to be transmitted from the concrete column to the bolt does not transmit directly, but it has to be transmitted in a horizontal direction.
  • This induces a bending moment in the column shoe, which bending moment tends to release the lower edge of the column shoe from the concrete column.
  • the bolt joining the column shoe is under tensile force, tends the upper edge of the bolt casing of the column shoe to release itself from the concrete column due to eccentric moment. This induces also harmful bending stress on the main bond means of a column shoe.
  • the aim of the present invention is to provide a column shoe by means of which the above problems can be reduced.
  • Column shoe comprises a bolt casing with an open side, said bolt casing comprising a side plate forming the side of the bolt casing, said side plate having an opening for installing a nut, a bottom plate forming the bottom of the bolt casing, said bottom plate having a bolt hole, and a top plate forming the top of the bolt casing.
  • Column shoe additionally comprises at least one main bond means attached to the bolt casing for attaching the column shoe and the concrete column to each other.
  • Column shoe further comprises at least one horizontal back bond means attached to the outer surface of the side plate at two points. The part of the horizontal back bond means between the attachment points is located at a distance from the side plate.
  • a vertical back bond means is arrangeable between the horizontal back bond means and the side plate, or the column shoe comprises a vertical back bond means attached to the horizontal back bond means between the attachment points so that the vertical back bond means is located between the horizontal back bond means and the side plate.
  • a column shoe 1 is used for attaching a concrete column to a foundation or for extending a concrete column with another concrete column.
  • the joint of two concrete columns or of concrete column and foundation comprises column shoes, which have been placed in the element mould of a concrete column before its casting, and a corresponding amount of bolts placed on the foundation mold.
  • the joint is provided by attaching the column shoes of the concrete column to anchor bolts with nuts.
  • Column shoe 1 comprises a bolt casing 2 with one side open.
  • the bolt casing 2 comprises a side plate 5 forming the side of the bolt casing 2, a bottom plate 3 forming the bottom of the bolt casing 2, said bottom plate 3 having a bolt hole 10 for a bolt in the attachment foundation or in one concrete column.
  • the bolt casing comprises a top plate 4 forming the top of the bolt casing 2.
  • the side plate 5 comprises an opening 11 for installing a screwable nut to a bolt.
  • the side plate 5 is trough-shaped.
  • the profile of the side plate can be curved, U-shaped or V-shaped or polygonal.
  • the opening angle ⁇ of the opening 11, i.e. the angle ⁇ between the sides 12 of the side plate directed from the opening 11 towards back part of the bolt casing 2 is about 60°.
  • the opening angle ⁇ is less than 90°, typically 50°-70°.
  • the column shoe 1 further comprises a top plate 4, which is attached to the side plate 5.
  • the side plate 5 extends over the level determined by the top plate 4, i.e. in Fig. 1 above the top plate 4.
  • the top plate 4 is arranged at a distance from the bottom plate 3, wherein there is a space for a bolt and a nut between the bottom plate 3 and the top plate 4.
  • the bottom plate 3 and the top plate 4 can be attached to the side plate 5, e.g. by welding.
  • Column shoe 1 comprises at least one main bond means 6 for attaching the column shoe 1 and the concrete column to each other.
  • the main bond means 6 are vertical.
  • the main bond means 6 are bar-shaped parts, e.g. deformed steel bars.
  • the main bond means 6 are attached to the inner surface of the side plate 5, e.g. by welding.
  • the main bond means 6 are attached to the part of the side plate 5 above the top plate 4.
  • the lower ends of the main bond means 6 are bent towards the opening 11 in the side plate.
  • the bending point of the main bond means 6 is next to the side plate 5, typically at the level of the upper edge of the side plate 5.
  • the main bond means 6 are disposed so that they are laterally outside of the area defined by the bolt hole 10 of the bottom plate 3.
  • Column shoe 1 further comprises a vertical back bond means 7 for attaching column shoe 1 to concrete column.
  • the vertical back bond means 7 is a bar-shaped part, e.g. a deformed steel bar.
  • the vertical back bond means 7 is vertical.
  • the vertical back bond means 7 can be straight.
  • the vertical back bond means 7 is arranged outside of the bolt casing 2 at a distance D from the bolt casing 2.
  • the vertical back bond means 7 is typically placed at the horizontal symmetry axis 15 of the bolt casing 2.
  • the vertical back bond means 7 extends vertically from the level of the lower edge of the side plate 5 to the level of the upper edge of the side plate 5, or slightly above it.
  • column shoe 1 comprises at least one horizontal back bond means 8 attached to the outer surface of the side plate 5 at two points 9, e.g. by welding.
  • the horizontal back bond means 8 is an elongated part, e.g. a deformed steel bar.
  • the horizontal back bond means 8 is bent to a desired shape, e.g. to U-shape or V-shape.
  • the part between the attachment points 9 of the horizontal back bond means 8 can be bent to an angle equal to the opening angle ⁇ of the opening 11 in the side plate 5.
  • the horizontal back bond means 8 is attached horizontally to the side plate 5.
  • the part of horizontal back bond means 8 between the attachment points 9 is totally or partly disjointed from the side plate 5, i.e. the part between the attachment points 9 is at a distance from the outer surface of the side plate 5.
  • the horizontal back bond means 8 forms a loop protruding from the side plate 5 inside of which the vertical back bond means 7 has been placed.
  • the vertical back bond means 7 is attached to the horizontal back bond means 8 between the attachment points 9 so that the vertical back bond means 7 is between the horizontal back bond means 8 and the outer surface of the side plate 5.
  • the vertical back bond means 7 is at a distance D from the outer surface of the side plate 5.
  • the length of the distance D is selected in each embodiment depending of the case, e.g. according to dimensions of column shoe 1.
  • the distance D between the vertical back bond means 7 and the side plate 5 is typically at least 2 cm.
  • the vertical back bond means 7 is aimed to be placed as far as possible from the outer surface of the side plate 5 so that a joint as tight as possible between the column shoe and the concrete column is achieved.
  • the horizontal back bond means and the vertical back bond means form a structure, which attaches the column shoe to concrete of the column against harmful horizontal eccentricity forces.
  • Column shoe 1 shown in the figures comprises two horizontal back bond means 8 as described above, of which one is attached to the lower part of the side plate 5 and the other to the upper part of the side plate 5.
  • the vertical back bond means 7 is attached to both horizontal back bond means 8 as described above.
  • Column shoe 1 according to the invention can be implemented without vertical back bond means 7 so that the vertical back bond means 7 is placed between the part of the horizontal back bond means 8 between attachment points 9 and the side plate 5, e.g. when mounting the column shoe 1.
  • the vertical back bond means 7 is attached to the horizontal back bond means 8, e.g. with a wire.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Foundations (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

Column shoe (1) for attaching concrete columns to a foundation or to another concrete column, said column shoe (1) comprising a bolt casing (2) with an open side, said bolt casing (2) comprising a side plate (5) forming the side of the bolt casing (2), said side plate (5) comprising an opening (11) for attaching a nut, a bottom plate (3) forming the bottom of the bolt casing (2), said bottom plate (3) comprising a bolt hole (10), and a top plate (4) forming the top of the bolt casing (2). The column shoe (1) further comprises at least one main bond means (6) attached to bolt casing (2) for attaching the column shoe (1) and the concrete column to each other. The column shoe (1) additionally comprises at least one horizontal back bond means (8) attached to the outer surface of the side plate (5) at two points (9). The part of the horizontal back bond means (8) between the attachment points (9) is located at a distance from the side plate (5). The column shoe (1) comprises a vertical back bond means (7) attached to the horizontal back bond means (8) between the attachment points (9) so that the vertical back bond means (7) is located between the horizontal back bond means (8) and the side plate (5).

Description

  • The object of the present invention is a column shoe as defined in the preamble of claim 1 for attaching concrete columns to a foundation or to another concrete column.
  • Column shoes are used for attaching concrete columns to a foundation. A column shoe typically comprises a bolt casing with one side open, which bolt casing comprises a bottom plate provided with a bolt hole and a top plate as well as a side plate attached to them. Column shoe further comprises bar-shaped dowel parts for attaching a column shoe and a concrete column to each other. Column shoes are placed during casting at the corners of the lower end of a concrete column. Column shoes of a concrete column are attached to the bolts in the attachment foundation. Column shoes can also be used for extending concrete columns with another concrete column. In this case the one concrete column comprises a bolt to which a column shoe of the other concrete column is attached to.
  • A column shoe mainly transmits vertical forces with the direction of the bolt. In a column shoe, main bond means and a bolt are disposed eccentrically relative to one another, due to which compressive force to be transmitted from the concrete column to the bolt does not transmit directly, but it has to be transmitted in a horizontal direction. This induces a bending moment in the column shoe, which bending moment tends to release the lower edge of the column shoe from the concrete column. When the bolt joining the column shoe is under tensile force, tends the upper edge of the bolt casing of the column shoe to release itself from the concrete column due to eccentric moment. This induces also harmful bending stress on the main bond means of a column shoe.
  • The aim of the present invention is to provide a column shoe by means of which the above problems can be reduced.
  • The aim of the invention is achieved by means of the column shoe of claim 1.
  • Column shoe according to the invention comprises a bolt casing with an open side, said bolt casing comprising a side plate forming the side of the bolt casing, said side plate having an opening for installing a nut, a bottom plate forming the bottom of the bolt casing, said bottom plate having a bolt hole, and a top plate forming the top of the bolt casing. Column shoe additionally comprises at least one main bond means attached to the bolt casing for attaching the column shoe and the concrete column to each other. Column shoe further comprises at least one horizontal back bond means attached to the outer surface of the side plate at two points. The part of the horizontal back bond means between the attachment points is located at a distance from the side plate. A vertical back bond means is arrangeable between the horizontal back bond means and the side plate, or the column shoe comprises a vertical back bond means attached to the horizontal back bond means between the attachment points so that the vertical back bond means is located between the horizontal back bond means and the side plate.
  • With the invention the problem of the prior art is reduced, in which problem internal horizontal forces due to structural functioning of a column shoe tend to release a column shoe from a concrete and to induce harmful additional stress on the structure of a column shoe. Horizontal back bond means and vertical back bond means in the back part of the column shoe of the invention connect the column shoe to the concrete of the column, when a bolt joining to column shoe is affected by compression force or tensile force. Thus the structure formed by the horizontal back bond means and the vertical back bond means attaches and connects the column shoe to concrete of the column against harmful horizontal eccentricity forces. The forming of the casing and the horizontal back bond means of column shoe together with the vertical back bond means, make it possible to achieve a structure which solidly connects the column shoe to concrete.
  • In the following, the invention will be described in detail by the aid of examples by referring to the attached drawings, wherein
    • Fig. 1 presents a column shoe according to one embodiment of the invention in side view, and
    • Fig. 2 presents a section A-A of column shoe of Fig. 1 and
    • Fig. 3 presents a section B-B of column shoe of Fig. 1.
  • A column shoe 1 according to figures is used for attaching a concrete column to a foundation or for extending a concrete column with another concrete column. The joint of two concrete columns or of concrete column and foundation comprises column shoes, which have been placed in the element mould of a concrete column before its casting, and a corresponding amount of bolts placed on the foundation mold. The joint is provided by attaching the column shoes of the concrete column to anchor bolts with nuts.
  • Column shoe 1 comprises a bolt casing 2 with one side open. The bolt casing 2 comprises a side plate 5 forming the side of the bolt casing 2, a bottom plate 3 forming the bottom of the bolt casing 2, said bottom plate 3 having a bolt hole 10 for a bolt in the attachment foundation or in one concrete column. Moreover, the bolt casing comprises a top plate 4 forming the top of the bolt casing 2.
  • The side plate 5 comprises an opening 11 for installing a screwable nut to a bolt. The side plate 5 is trough-shaped. The profile of the side plate can be curved, U-shaped or V-shaped or polygonal. The opening angle α of the opening 11, i.e. the angle α between the sides 12 of the side plate directed from the opening 11 towards back part of the bolt casing 2 is about 60°. The opening angle α is less than 90°, typically 50°-70°. The column shoe 1 further comprises a top plate 4, which is attached to the side plate 5. The side plate 5 extends over the level determined by the top plate 4, i.e. in Fig. 1 above the top plate 4. The top plate 4 is arranged at a distance from the bottom plate 3, wherein there is a space for a bolt and a nut between the bottom plate 3 and the top plate 4. The bottom plate 3 and the top plate 4 can be attached to the side plate 5, e.g. by welding.
  • Column shoe 1 comprises at least one main bond means 6 for attaching the column shoe 1 and the concrete column to each other. There are two main bond means 6 in the embodiment according to figures. The main bond means 6 are vertical. The main bond means 6 are bar-shaped parts, e.g. deformed steel bars. The main bond means 6 are attached to the inner surface of the side plate 5, e.g. by welding. The main bond means 6 are attached to the part of the side plate 5 above the top plate 4. The lower ends of the main bond means 6 are bent towards the opening 11 in the side plate. Thus there is more space for welding of the main bond means 6. The bending point of the main bond means 6 is next to the side plate 5, typically at the level of the upper edge of the side plate 5. The main bond means 6 are disposed so that they are laterally outside of the area defined by the bolt hole 10 of the bottom plate 3.
  • Column shoe 1 further comprises a vertical back bond means 7 for attaching column shoe 1 to concrete column. The vertical back bond means 7 is a bar-shaped part, e.g. a deformed steel bar. The vertical back bond means 7 is vertical. The vertical back bond means 7 can be straight. The vertical back bond means 7 is arranged outside of the bolt casing 2 at a distance D from the bolt casing 2. The vertical back bond means 7 is typically placed at the horizontal symmetry axis 15 of the bolt casing 2. The vertical back bond means 7 extends vertically from the level of the lower edge of the side plate 5 to the level of the upper edge of the side plate 5, or slightly above it.
  • Moreover, column shoe 1 comprises at least one horizontal back bond means 8 attached to the outer surface of the side plate 5 at two points 9, e.g. by welding. The horizontal back bond means 8 is an elongated part, e.g. a deformed steel bar. The horizontal back bond means 8 is bent to a desired shape, e.g. to U-shape or V-shape. The part between the attachment points 9 of the horizontal back bond means 8 can be bent to an angle equal to the opening angle α of the opening 11 in the side plate 5. The horizontal back bond means 8 is attached horizontally to the side plate 5. The part of horizontal back bond means 8 between the attachment points 9 is totally or partly disjointed from the side plate 5, i.e. the part between the attachment points 9 is at a distance from the outer surface of the side plate 5. Thus the horizontal back bond means 8 forms a loop protruding from the side plate 5 inside of which the vertical back bond means 7 has been placed.
  • The vertical back bond means 7 is attached to the horizontal back bond means 8 between the attachment points 9 so that the vertical back bond means 7 is between the horizontal back bond means 8 and the outer surface of the side plate 5. The vertical back bond means 7 is at a distance D from the outer surface of the side plate 5. The length of the distance D is selected in each embodiment depending of the case, e.g. according to dimensions of column shoe 1. The distance D between the vertical back bond means 7 and the side plate 5 is typically at least 2 cm.
  • The vertical back bond means 7 is aimed to be placed as far as possible from the outer surface of the side plate 5 so that a joint as tight as possible between the column shoe and the concrete column is achieved. The horizontal back bond means and the vertical back bond means form a structure, which attaches the column shoe to concrete of the column against harmful horizontal eccentricity forces.
  • Column shoe 1 shown in the figures comprises two horizontal back bond means 8 as described above, of which one is attached to the lower part of the side plate 5 and the other to the upper part of the side plate 5. The vertical back bond means 7 is attached to both horizontal back bond means 8 as described above. There can be more than two horizontal back bond means 8, where necessary.
  • Column shoe 1 according to the invention can be implemented without vertical back bond means 7 so that the vertical back bond means 7 is placed between the part of the horizontal back bond means 8 between attachment points 9 and the side plate 5, e.g. when mounting the column shoe 1. The vertical back bond means 7 is attached to the horizontal back bond means 8, e.g. with a wire.
  • It is obvious to a person skilled in the art that the different embodiments of the invention are not solely restricted to the examples described above, and thus they can be varied within the scope of the following claims.

Claims (9)

  1. Column shoe (1) for attaching concrete columns to a foundation or to another concrete column, said column shoe (1) comprising
    - a bolt casing (2) with an open side, said bolt casing (2) comprising a side plate (5) forming the side of the bolt casing (2), said side plate (5) comprising an opening (11) for installing a nut, a bottom plate (3) forming the bottom of the bolt casing (2), said bottom plate (3) comprising a bolt hole (10), and a top plate (4) forming the top of the bolt casing (2), and
    - at least one main bond means (6) attached to the bolt casing (2) for attaching the column shoe (1) and the concrete column to each other, characterized in that
    - the column shoe (1) further comprises at least one horizontal back bond means (8) attached to the outer surface of the side plate (5) at two points (9),
    - the part of the horizontal back bond means (8) between the attachment points (9) is located at a distance from the side plate (5), and
    - the column shoe (1) comprises a vertical back bond means (7) attached to the horizontal back bond means (8) between the attachment points (9), so that the vertical back bond means (7) is located between the horizontal back bond means (8) and the side plate (5).
  2. Column shoe (1) according to claim 1, characterized in that the vertical back bond means (7) is located at a distance (D) from the side plate (5).
  3. Column shoe (1) according to claim 2, characterized in that the distance (D) is at least 2 cm.
  4. Column shoe (1) according to any of the preceding claims, characterized in that there are two horizontal back bond means (8), of which one horizontal back bond means (8) is attached to the lower part of the side plate (5) and the other horizontal back bond means (8) is attached to the upper part of the side plate (5).
  5. Column shoe (1) according to any of the preceding claims, characterized in that the horizontal back bond means (8) is elongated and it is attached horizontally to the outer surface of the side plate (5).
  6. Column shoe (1) according to any of the preceding claims, characterized in that the lower part of the main bond means (6) is attached to the inner surface of the side plate (5) above the top plate (4).
  7. Column shoe (1) according to any of the preceding claims, characterized in that main bond means (6) comprises a bend (14) next to the side plate (5) of the column shoe, where the lower part of the main bond means (6) turns towards the opening (11) of the side plate.
  8. Column shoe (1) according to any of the preceding claims, characterized in that an opening angle (α) of the opening (11) in the side of the bolt casing (2), i.e. the angle (α) between the sides (12) of the side plate directed from the opening (11) towards back part of the bolt casing (2), is less than 90°, typically 50°-70°.
  9. Column shoe (1) according to claim 8, characterized in that the horizontal back bond means (8) is bent to an angle which is equal to the opening angle (α) of the opening (11) in the side plate (5).
EP15192502.1A 2014-11-13 2015-11-02 Column shoe Active EP3020867B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20145996A FI126440B (en) 2014-11-13 2014-11-13 Column Shoe

Publications (2)

Publication Number Publication Date
EP3020867A1 true EP3020867A1 (en) 2016-05-18
EP3020867B1 EP3020867B1 (en) 2017-12-13

Family

ID=55024723

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15192502.1A Active EP3020867B1 (en) 2014-11-13 2015-11-02 Column shoe

Country Status (4)

Country Link
EP (1) EP3020867B1 (en)
FI (1) FI126440B (en)
LT (1) LT3020867T (en)
NO (1) NO3020867T3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021009409A1 (en) * 2019-07-12 2021-01-21 Peikko Group Oy Column shoe for fastening reinforced concrete columns to a base

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1405957A1 (en) * 2002-10-03 2004-04-07 Tartuntamarkkinointi Oy Concealed console joint
WO2007074212A1 (en) * 2005-12-27 2007-07-05 Peikko Finland Oy Column shoe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1405957A1 (en) * 2002-10-03 2004-04-07 Tartuntamarkkinointi Oy Concealed console joint
WO2007074212A1 (en) * 2005-12-27 2007-07-05 Peikko Finland Oy Column shoe

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021009409A1 (en) * 2019-07-12 2021-01-21 Peikko Group Oy Column shoe for fastening reinforced concrete columns to a base
CN114127366A (en) * 2019-07-12 2022-03-01 佩克集团有限公司 Column shoe for fastening a reinforced concrete column to a base
KR20220033049A (en) * 2019-07-12 2022-03-15 페이코 그룹 오와이 Column shoe for fastening reinforced concrete columns to the base
CN114127366B (en) * 2019-07-12 2023-12-19 佩克集团有限公司 Column shoe for fastening a column of reinforced concrete to a base
AU2020312760B2 (en) * 2019-07-12 2024-02-01 Peikko Group Oy Column shoe for fastening reinforced concrete columns to a base

Also Published As

Publication number Publication date
FI20145996A (en) 2016-05-14
EP3020867B1 (en) 2017-12-13
FI126440B (en) 2016-12-15
NO3020867T3 (en) 2018-05-12
LT3020867T (en) 2018-05-25

Similar Documents

Publication Publication Date Title
CA2692365C (en) Device for connecting prefabricated concrete sections
US11072940B2 (en) Embedded post base
GB2499863A (en) Anti-spalling edging with reinforced corner
CN103850352A (en) Connection method of prefabricated slab
EP3320162B1 (en) Assembly for adjustable attachment of pole, beam or similar to a fundament
US8950133B2 (en) Bracket and an arrangement for supporting a precast slab element of concrete on a precast structure element of concrete
JP6719877B2 (en) Precast concrete foundations, joint members and joint structures
EP3020867B1 (en) Column shoe
RU2656646C1 (en) Concrete construction in modular design
KR101234673B1 (en) Ceiling panel clip bar and mounting structure using the same
RU2541000C2 (en) Fixation method of lifting eye on concrete element obtained by method of casting into sliding form, and support for lifting eye
US8484917B2 (en) Mud-sill anchor
CA2890132A1 (en) Column shoe
KR102065623B1 (en) the improved yoke truss and the wall form structure using the same
KR200485666Y1 (en) Insulation fixture for bricks
KR101880343B1 (en) Shear Reinforcing Bar Assembly for Wall and Bar Assembly Module using such Assembly
EP3249146A1 (en) A fastening device and method and an installation comprising such a fastening device
KR101738244B1 (en) Built-up beam having truss reinforcement
KR20150075405A (en) Apparatus for Connecting Steel Pile and Concrete Base, and Connecting Structure using such Apparatus
RU2543236C2 (en) Method to connect thin-walled elements of open cross section
JP6466709B2 (en) Connecting structure and wall material
FI128718B (en) Fixing arrangement for fixing guardrail elements, and a guardrail
KR101352704B1 (en) The assemblable lattice girder
JP7286903B2 (en) Curtain wall suspension fasteners
KR101564932B1 (en) Outer walls of building with form combined with insulation and exterior panel construction method

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

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

AX Request for extension of the european patent

Extension state: BA ME

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ANSTAR OY

RBV Designated contracting states (corrected)

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

17P Request for examination filed

Effective date: 20161031

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170616

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 954484

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171215

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602015006634

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20171213

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

Ref country code: FI

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: 20171213

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E015262

Country of ref document: EE

Effective date: 20180312

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

Ref country code: HR

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: 20171213

Ref country code: BG

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: 20180313

Ref country code: RS

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: 20171213

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: 20180314

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20171213

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

Ref country code: NL

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: 20171213

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

Ref country code: CY

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: 20171213

Ref country code: SK

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: 20171213

Ref country code: ES

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: 20171213

Ref country code: CZ

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: 20171213

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

Ref country code: PL

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: 20171213

Ref country code: SM

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: 20171213

Ref country code: IT

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: 20171213

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: 20180413

Ref country code: RO

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: 20171213

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602015006634

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20180914

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

Ref country code: DK

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: 20171213

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

Ref country code: SI

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: 20171213

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: MC

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: 20171213

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181102

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20181130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181130

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181130

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

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181130

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181102

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

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181130

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

Ref country code: MT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20181102

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

Ref country code: TR

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: 20171213

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

Ref country code: PT

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: 20171213

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 954484

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171213

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

Ref country code: HU

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

Effective date: 20151102

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20171213

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

Ref country code: AL

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: 20171213

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20191102

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

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20191102

REG Reference to a national code

Ref country code: EE

Ref legal event code: HC1A

Ref document number: E015262

Country of ref document: EE

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230519

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20231121

Year of fee payment: 9

Ref country code: NO

Payment date: 20231121

Year of fee payment: 9

Ref country code: LV

Payment date: 20231121

Year of fee payment: 9

Ref country code: LT

Payment date: 20231024

Year of fee payment: 9

Ref country code: EE

Payment date: 20231127

Year of fee payment: 9

Ref country code: DE

Payment date: 20231121

Year of fee payment: 9

Ref country code: AT

Payment date: 20231121

Year of fee payment: 9