EP0869227A2 - Concrete reinforcing structures - Google Patents

Concrete reinforcing structures Download PDF

Info

Publication number
EP0869227A2
EP0869227A2 EP98302544A EP98302544A EP0869227A2 EP 0869227 A2 EP0869227 A2 EP 0869227A2 EP 98302544 A EP98302544 A EP 98302544A EP 98302544 A EP98302544 A EP 98302544A EP 0869227 A2 EP0869227 A2 EP 0869227A2
Authority
EP
European Patent Office
Prior art keywords
members
structural element
reinforcing
element according
clamping
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.)
Withdrawn
Application number
EP98302544A
Other languages
German (de)
French (fr)
Other versions
EP0869227A3 (en
Inventor
Stephen Render
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.)
Gray Engineering Ltd
Original Assignee
Gray Engineering Ltd
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 Gray Engineering Ltd filed Critical Gray Engineering Ltd
Publication of EP0869227A2 publication Critical patent/EP0869227A2/en
Publication of EP0869227A3 publication Critical patent/EP0869227A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

Definitions

  • This invention relates to structures of reinforcing members for reinforcing concrete. Specifically it relates to the construction of a "cage" of reinforcing members for use in making a reinforced-concrete diaphragm wall.
  • a cage of reinforcing bars for reinforcing concrete diaphragm walls are usually manufactured on site by welding at least the main reinforcing bars together.
  • a cage comprises longitudinal and transverse main reinforcing bars, which may be welded to one another, and further reinforcing bars which may be held to the main reinforcing bars in the required position and orientation by use of binding wire.
  • Such cage construction is inconvenient, and accordingly it is a broad object of the present invention to facilitate cage construction on site.
  • a structural element adapted to be incorporated in a reinforcement cage for a diaphragm wall, and incorporating means for attachment of a plurality of reinforcing members of the cage to the element at positions spaced from one another.
  • the means for attachment of reinforcing members to the structural element comprises clamping means.
  • Such clamping means may comprise U-bolts secured to the structural element and each able to receive a reinforcing member or members between its limbs and have such member or members engaged by a bridging piece between said limbs, there being nuts on free end portions of the limbs to bear against the bridging piece and, when tightened, to clamp the reinforcing member or members by the bridging piece.
  • the clamping means may comprise clamps generally of a type which is well known for use in scaffolding structures, comprising a base portion, and a clamping portion movable, e.g. pivotable, relative to the base and defining with the base a formation for reception of a reinforcing member or members, and fastening means operable between the base portion and clamping portion to effect relative movement therebetween and apply a clamping force to the reinforcing member or members held therebetween.
  • the structural element conveniently comprises frame members each of which is in the form of a generally planar member bent from steel bar such as commonly is used as concrete reinforcement bar, in the form of at least part of a generally square or rectangular figure and two of such frame members being held in spaced parallel relationship to one another by support members extending therebetween.
  • the support members conveniently are also members of reinforcement bar material, each preferably being in the form of an elongate closed loop with its opposite ends welded to the frame members.
  • a reinforcement cage for a diaphragm wall comprising at least one structural element according to the first aspect of the invention and a plurality of reinforcing members attached thereto.
  • the reinforcement cage comprises a plurality of structural elements as aforesaid, with reinforcing members extending longitudinally and laterally therebetween.
  • a method of making a reinforcement cage for a diaphragm wall comprising securing a plurality of reinforcing members to at least one structural element in accordance with the first aspect of the invention, by use of said attachment means of the element.
  • FIG. 1 of the drawings shows in perspective view a structural element in accordance with the invention, and its method of use in accordance with the invention.
  • the structural element comprises two frame members 10, 11, which are each formed of steel bar bent into a U-shaped configuration of substantially rectangular external envelope.
  • the frame member 10 comprises parallel limbs 12, 13 joined by a part 14 extending therebetween, the free ends of the limbs 12, 13 terminating in portions 15, 16 respectively bent back to extend parallel to the respective limbs: thus the free ends of the limbs 12, 13 are themselves generally of U-shaped configuration.
  • the frame member 11 is of the same shape as the frame member 10, and both members are substantially planar.
  • one or both of the frame members 10, 11 could be a closed loop of substantially rectangular configuration, with the free ends of the bar forming such a loop possibly welded to one another.
  • the frame members 10, 11 are secured to one another in spaced parallel relationship by a number of support members extending therebetween.
  • One of such support members is indicated at 17 in Figure 1 and such support member comprises an elongate closed loop of steel bar made by bending a length of such bar into the closed loop and welding its ends together. The opposed ends of such a loop are welded to the respective frame members.
  • the structural element is provided with a total of eight attachment means for attaching reinforcing members thereto.
  • the frame member 10 has two attachment means provided at the free ends of its limbs 12, 13 and two where such limbs join the part 14, and the frame member 11 is similarly provided.
  • Each of such attachment means provides for clamping of a reinforcement bar to secure it to the structural element, and as illustrated each of such attachment means comprises a U-bolt.
  • the U-bolts on the frame member 10 are indicated at 20, 21, 22, 23 while the U-bolts on the frame member 11 are indicated at 24, 25, 26, 27.
  • a generally U-shaped spacer member 28 of bent steel bar is interposed between each U-bolt and its frame member so that the free ends of the limbs of each U-bolt are spaced sufficiently far from the frame member to be able to receive without inhibition a bridging member and nuts whereby the bridging member can be caused to clampingly engage a member placed between the limbs of the U-bolt.
  • the U-bolts are secured to the frame members by fillet welding between the adjacent surfaces of the respective U-bolts, spacers and frame members.
  • the structural element could be provided with attachment means each generally in the form of a clamping device such as is well known for use in scaffolding structures.
  • a clamping device comprises a base portion which would be fixed to the structural element, and a clamping portion defining with the base portion a formation in which a reinforcing bar can be received, the clamping portion being able to be moved relative to the base portion by a fastening means to clamp the reinforcing bar in the formation.
  • reinforcing bars are placed in assembled relation with the structural element.
  • Five “bundles” each of three reinforcing bars are depicted at 30, 31, 32, 33, 34, and the bundles 30, 34 are held and clamped in position in engagement with the U-bolts 23, 27 and 22, 26, respectively.
  • Further reinforcing bars 35, 36 extend transversely of the reinforcing bar bundles 30 to 34, and are held to the latter by wire ties as indicated at 37 in respect of the bundle 31 and bar 35.
  • Other sizes or types of reinforcing bars or combinations thereof could be used as appropriate.
  • clamping devices or other means could be provided for holding bars 39 to 41 and/or other reinforcing bars.
  • Figure 2 shows by way of example how a plurality of structural elements as shown in Figure 1 would be used in a complete cage structure for reinforcing a diaphragm wall.
  • part of such a cage structure is shown with an array of a total of twelve such structural elements arranged as an upper row 50 of three such elements and three such elements indicated at 51, 52, 53.
  • Vertically extending reinforcing bars or bundles thereof as 30 to 34 and 38 to 42 would be connected between the structural elements, some such bars or bundles extending the full height of the cage and some for part only of the height.
  • transverse reinforcement bars as 35, 36.
  • the vertically and transversely extending bars would not only be provided where they are connected to the structural elements: they would also be provided in the spaces therebetween. It will be appreciated that other reinforcement bars, e.g. extending at an angle between parts of the complete cage would be provided in order to impart the cage a degree of rigidity against distortion when being handled. More or fewer structural elements could be provided, as required, in the cage.
  • the reinforcement cage is provided with a basic structure which can be assembled on site without welding by use of the clamping devices provided on the structural elements.

Abstract

A structural element adapted to be incorporated in a reinforcement cage for a diaphragm wall, and incorporating means for attachment of a plurality of reinforcing members of the cage to the element at positions spaced from one another.

Description

This invention relates to structures of reinforcing members for reinforcing concrete. Specifically it relates to the construction of a "cage" of reinforcing members for use in making a reinforced-concrete diaphragm wall.
Structures, commonly known as cages, of reinforcing bars for reinforcing concrete diaphragm walls are usually manufactured on site by welding at least the main reinforcing bars together. Typically a cage comprises longitudinal and transverse main reinforcing bars, which may be welded to one another, and further reinforcing bars which may be held to the main reinforcing bars in the required position and orientation by use of binding wire.
Such cage construction is inconvenient, and accordingly it is a broad object of the present invention to facilitate cage construction on site.
According to one aspect of the present invention, we provide a structural element adapted to be incorporated in a reinforcement cage for a diaphragm wall, and incorporating means for attachment of a plurality of reinforcing members of the cage to the element at positions spaced from one another.
Preferably the means for attachment of reinforcing members to the structural element comprises clamping means. Such clamping means may comprise U-bolts secured to the structural element and each able to receive a reinforcing member or members between its limbs and have such member or members engaged by a bridging piece between said limbs, there being nuts on free end portions of the limbs to bear against the bridging piece and, when tightened, to clamp the reinforcing member or members by the bridging piece.
Alternatively the clamping means may comprise clamps generally of a type which is well known for use in scaffolding structures, comprising a base portion, and a clamping portion movable, e.g. pivotable, relative to the base and defining with the base a formation for reception of a reinforcing member or members, and fastening means operable between the base portion and clamping portion to effect relative movement therebetween and apply a clamping force to the reinforcing member or members held therebetween.
The structural element conveniently comprises frame members each of which is in the form of a generally planar member bent from steel bar such as commonly is used as concrete reinforcement bar, in the form of at least part of a generally square or rectangular figure and two of such frame members being held in spaced parallel relationship to one another by support members extending therebetween.
The support members conveniently are also members of reinforcement bar material, each preferably being in the form of an elongate closed loop with its opposite ends welded to the frame members.
According to another aspect of the invention, we provide a reinforcement cage for a diaphragm wall, comprising at least one structural element according to the first aspect of the invention and a plurality of reinforcing members attached thereto.
Preferably the reinforcement cage comprises a plurality of structural elements as aforesaid, with reinforcing members extending longitudinally and laterally therebetween.
According to yet a further aspect of the invention, we provide a method of making a reinforcement cage for a diaphragm wall, comprising securing a plurality of reinforcing members to at least one structural element in accordance with the first aspect of the invention, by use of said attachment means of the element.
The invention will now be described by way of example with reference to the accompanying drawings, of which:-
  • Figure 1 is a perspective view of a structural element in accordance with the invention, showing the manner of its use in accordance with the invention;
  • Figure 2 is a diagrammatic elevation of a reinforcement cage for a diaphragm wall, with structural elements in accordance with the invention included therein.
  • Referring firstly to Figure 1 of the drawings, this shows in perspective view a structural element in accordance with the invention, and its method of use in accordance with the invention. The structural element comprises two frame members 10, 11, which are each formed of steel bar bent into a U-shaped configuration of substantially rectangular external envelope. The frame member 10 comprises parallel limbs 12, 13 joined by a part 14 extending therebetween, the free ends of the limbs 12, 13 terminating in portions 15, 16 respectively bent back to extend parallel to the respective limbs: thus the free ends of the limbs 12, 13 are themselves generally of U-shaped configuration. The frame member 11 is of the same shape as the frame member 10, and both members are substantially planar.
    Instead of the illustrated generally U-shaped configuration, one or both of the frame members 10, 11 could be a closed loop of substantially rectangular configuration, with the free ends of the bar forming such a loop possibly welded to one another.
    The frame members 10, 11 are secured to one another in spaced parallel relationship by a number of support members extending therebetween. One of such support members is indicated at 17 in Figure 1 and such support member comprises an elongate closed loop of steel bar made by bending a length of such bar into the closed loop and welding its ends together. The opposed ends of such a loop are welded to the respective frame members. As illustrated, there are a total of three such support members joining the limbs as 12, 13 of each of the frame members 10, 11, and four such loops joining the parts as 14 of the two frame members.
    The structural element is provided with a total of eight attachment means for attaching reinforcing members thereto. The frame member 10 has two attachment means provided at the free ends of its limbs 12, 13 and two where such limbs join the part 14, and the frame member 11 is similarly provided. Each of such attachment means provides for clamping of a reinforcement bar to secure it to the structural element, and as illustrated each of such attachment means comprises a U-bolt. The U-bolts on the frame member 10 are indicated at 20, 21, 22, 23 while the U-bolts on the frame member 11 are indicated at 24, 25, 26, 27. As most clearly seen for the U-bolt 26 on the frame member 11, a generally U-shaped spacer member 28 of bent steel bar is interposed between each U-bolt and its frame member so that the free ends of the limbs of each U-bolt are spaced sufficiently far from the frame member to be able to receive without inhibition a bridging member and nuts whereby the bridging member can be caused to clampingly engage a member placed between the limbs of the U-bolt. The U-bolts are secured to the frame members by fillet welding between the adjacent surfaces of the respective U-bolts, spacers and frame members.
    As an alternative to the U-bolts above described, the structural element could be provided with attachment means each generally in the form of a clamping device such as is well known for use in scaffolding structures. Such a clamping device comprises a base portion which would be fixed to the structural element, and a clamping portion defining with the base portion a formation in which a reinforcing bar can be received, the clamping portion being able to be moved relative to the base portion by a fastening means to clamp the reinforcing bar in the formation.
    It will be appreciated that more or fewer than the eight attachment means illustrated could be provided, in accordance with the number of reinforcing bars required to be thus secured to the structural element.
    In Figure 1 of the drawings, a number of reinforcing bars are placed in assembled relation with the structural element. Five "bundles" each of three reinforcing bars are depicted at 30, 31, 32, 33, 34, and the bundles 30, 34 are held and clamped in position in engagement with the U-bolts 23, 27 and 22, 26, respectively. Further reinforcing bars 35, 36 extend transversely of the reinforcing bar bundles 30 to 34, and are held to the latter by wire ties as indicated at 37 in respect of the bundle 31 and bar 35. Other sizes or types of reinforcing bars or combinations thereof could be used as appropriate.
    Parallel to the reinforcing bar bundles 30 to 34 there are individual reinforcing bars 38, 39, 40, 41, 42 and of these the bar 38 is held by U-bolts 20, 24 and the bar 42 by U-bolts 21, 25, being held clamped in position by tightening of the nuts on the U-bolts. The bars 39 to 41 are held to the part 14 of frame member 10 and the corresponding part of frame member 11 by wire ties.
    Alternatively clamping devices or other means could be provided for holding bars 39 to 41 and/or other reinforcing bars.
    Figure 2 shows by way of example how a plurality of structural elements as shown in Figure 1 would be used in a complete cage structure for reinforcing a diaphragm wall. In Figure 2, part of such a cage structure is shown with an array of a total of twelve such structural elements arranged as an upper row 50 of three such elements and three such elements indicated at 51, 52, 53. There is a lowermost row 54 of three elements, and intermediate rows 55, 56 thereof. Vertically extending reinforcing bars or bundles thereof as 30 to 34 and 38 to 42 would be connected between the structural elements, some such bars or bundles extending the full height of the cage and some for part only of the height. There are also transverse reinforcement bars as 35, 36. The vertically and transversely extending bars would not only be provided where they are connected to the structural elements: they would also be provided in the spaces therebetween. It will be appreciated that other reinforcement bars, e.g. extending at an angle between parts of the complete cage would be provided in order to impart the cage a degree of rigidity against distortion when being handled. More or fewer structural elements could be provided, as required, in the cage.
    It will be appreciated, however, that by use of structural elements in accordance with the invention, the reinforcement cage is provided with a basic structure which can be assembled on site without welding by use of the clamping devices provided on the structural elements.
    The features disclosed in the foregoing description, or the following claims, or the accompanying drawings, expressed in their specific forms or in terms of a means for performing the disclosed function, or a method or process for attaining the disclosed result, as appropriate, may, separately or in any combination of such features, be utilised for realising the invention in diverse forms thereof.

    Claims (12)

    1. A structural element adapted to be incorporated in a reinforcement cage for a diaphragm wall, and incorporating means for attachment of a plurality of reinforcing members of the cage to the element at positions spaced from one another.
    2. A structural element according to Claim 1 wherein said means for attachment of reinforcing members to the structural element comprises clamping means.
    3. A structural element according to Claim 2 wherein said clamping means comprises U-bolts secured to the structural element, each U-bolt being able to receive a reinforcing member or members between its limbs and to have such member or members engaged by a bridging piece between said limbs, and nuts on free end portions of the limbs to bear against said bridging piece and for clamping the reinforcing member or members by the bridging piece.
    4. A structural element according to Claim 2 wherein said clamping means comprises clamps each comprising a base portion, a clamping portion movable relative to the base, and defining with the base a formation for reception of a reinforcing member or members, and fastening means operable between the base portion and clamping portion to apply a clamping force to the reinforcing member or members held therebetween.
    5. A structural element according to any one of the preceding claims comprising frame members each comprising a generally planar member of steel bar.
    6. A structural element according to Claim 5 wherein each frame member is of generally square or rectangular configuration, two of said frame members being held in spaced parallel relationship to one another by support members extending therebetween.
    7. A structural element according to Claim 5 or Claim 6 wherein each support member is in the form of an elongate closed loop having its opposite ends welded to the respective frame members.
    8. A structural element according to any one of Claims 5 to 7 wherein said frame members and support members are of reinforcement bar material.
    9. A reinforcement cage for a diaphragm wall, comprising at least one structural element according to any one of the preceding claims and a plurality of reinforcing members secured thereto.
    10. A reinforcement cage according to Claim 9 and comprising a plurality of said structural elements, with reinforcing members extending longitudinally and laterally therebetween.
    11. A reinforcement cage according to Claim 10, wherein at least some of said reinforcing members are secured to said structural elements by use of said attachment means of the structural elements.
    12. A method of making a reinforcement cage for a diaphragm wall, comprising securing a plurality of reinforcing members to at least one structural element in accordance with any one of Claims 1 to 8, by use of said attachment means of said at least one structural element.
    EP98302544A 1997-04-02 1998-04-01 Concrete reinforcing structures Withdrawn EP0869227A3 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    GB9706722 1997-04-02
    GB9706722A GB2323864A (en) 1997-04-02 1997-04-02 Concrete-reinforcing structures

    Publications (2)

    Publication Number Publication Date
    EP0869227A2 true EP0869227A2 (en) 1998-10-07
    EP0869227A3 EP0869227A3 (en) 1999-04-28

    Family

    ID=10810186

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP98302544A Withdrawn EP0869227A3 (en) 1997-04-02 1998-04-01 Concrete reinforcing structures

    Country Status (2)

    Country Link
    EP (1) EP0869227A3 (en)
    GB (1) GB2323864A (en)

    Cited By (1)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    CN112412049A (en) * 2020-11-13 2021-02-26 上海宝冶集团有限公司 Device for quickly laying steel bars and construction method thereof

    Families Citing this family (2)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    CN109403548B9 (en) * 2017-08-17 2021-11-05 润弘精密工程事业股份有限公司 Method of assembling column stirrups
    CN110318783B (en) * 2019-06-03 2020-10-09 北京城建集团有限责任公司 Optimization method of thick-roof arch-structure closed steel bar framework

    Citations (10)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR419673A (en) * 1909-10-30 1911-01-12 Paul Lecler Methods and apparatus for manufacturing reinforcements and reinforcing elements for reinforced cement; reinforcement and reinforcement elements
    GB766259A (en) * 1953-10-02 1957-01-16 Tempered Spring Company Ltd A stirrup or clip for locating reinforcing rods in the production of concrete bodies
    FR1238780A (en) * 1959-07-04 1960-08-19 stirrups for reinforced concrete reinforcement
    BE667852A (en) * 1964-08-04 1965-12-01
    FR1424600A (en) * 1964-12-16 1966-01-14 connecting element for reinforcing bars and method of use thereof
    US3744207A (en) * 1971-05-10 1973-07-10 G Oroschakoff Reinforcement for reinforced concrete structures
    AU556546B2 (en) * 1984-03-28 1986-11-06 Bela Bogar Spacers for concrete reinforcing elements
    GB2194806A (en) * 1986-09-06 1988-03-16 Geoffrey Walter John Palmer Link for reinforcement cages for use in concrete
    US4833857A (en) * 1987-12-03 1989-05-30 Wheeler Charles F Spacer member for reinforcing steel
    GB2231893A (en) * 1989-05-27 1990-11-28 Castle Point Cages Limited Link for reinforcement cages

    Family Cites Families (2)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    GB1525708A (en) * 1976-02-25 1978-09-20 Marley Buildings Ltd Plastics link-spacer for holding metal reinforcement rods in a mould
    GB8906849D0 (en) * 1989-03-23 1989-05-10 Palmer Geoffrey W Cage for reinforcement of concrete

    Patent Citations (10)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR419673A (en) * 1909-10-30 1911-01-12 Paul Lecler Methods and apparatus for manufacturing reinforcements and reinforcing elements for reinforced cement; reinforcement and reinforcement elements
    GB766259A (en) * 1953-10-02 1957-01-16 Tempered Spring Company Ltd A stirrup or clip for locating reinforcing rods in the production of concrete bodies
    FR1238780A (en) * 1959-07-04 1960-08-19 stirrups for reinforced concrete reinforcement
    BE667852A (en) * 1964-08-04 1965-12-01
    FR1424600A (en) * 1964-12-16 1966-01-14 connecting element for reinforcing bars and method of use thereof
    US3744207A (en) * 1971-05-10 1973-07-10 G Oroschakoff Reinforcement for reinforced concrete structures
    AU556546B2 (en) * 1984-03-28 1986-11-06 Bela Bogar Spacers for concrete reinforcing elements
    GB2194806A (en) * 1986-09-06 1988-03-16 Geoffrey Walter John Palmer Link for reinforcement cages for use in concrete
    US4833857A (en) * 1987-12-03 1989-05-30 Wheeler Charles F Spacer member for reinforcing steel
    GB2231893A (en) * 1989-05-27 1990-11-28 Castle Point Cages Limited Link for reinforcement cages

    Cited By (1)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    CN112412049A (en) * 2020-11-13 2021-02-26 上海宝冶集团有限公司 Device for quickly laying steel bars and construction method thereof

    Also Published As

    Publication number Publication date
    GB9706722D0 (en) 1997-05-21
    GB2323864A (en) 1998-10-07
    EP0869227A3 (en) 1999-04-28

    Similar Documents

    Publication Publication Date Title
    US6665992B2 (en) Concrete construction block and method for forming the same
    US7810298B1 (en) Paving riser assembly for supporting rebars in stacked and/or intersection relationship
    KR200412859Y1 (en) a bar union
    EP0869227A2 (en) Concrete reinforcing structures
    US5287672A (en) Reinforcement bar trussing structure and method of making the same
    NO333023B1 (en) Reinforcement system and method for building concrete structures.
    WO2009064324A1 (en) Interlocking mesh
    EP3396081B1 (en) Clamp
    JP3839963B2 (en) Reinforcing bar binding tool and reinforcing bar binding method
    JP3313145B2 (en) Cylindrical reinforcing frame
    JP3055508U (en) Fastener
    JPH04143350A (en) Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith
    JP2872440B2 (en) Rod support
    JP2926122B2 (en) Reinforcing method using semi prefabricated reinforcing bars for column hoops
    JP2007231626A (en) Supporting fitting for reinforcing bar, supporting method, and assembly method for reinforcing bar
    JPS62305B2 (en)
    JP2926120B2 (en) Reinforcing method using semi prefabricated reinforcing bars for column hoops
    US6601249B2 (en) Spring pre-assembly for a mattress foundation unit
    JP5711504B2 (en) Rebar fixing bracket, rebar rod, and assembly method of rebar rod
    KR101455502B1 (en) An assembly lattice girder
    JP2022157996A (en) Main bar movement preventive tool for reinforcing-bar cage, and reinforcing-bar cage therewith
    JP3017262U (en) Abdominal muscle attachment jig
    JP2926123B2 (en) Assembling method of pillar PCa member
    JPH0723463Y2 (en) Rod support
    CN117529591A (en) Reinforcing bar laying device and 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: A2

    Designated state(s): BE DE FR IE IT NL

    PUAL Search report despatched

    Free format text: ORIGINAL CODE: 0009013

    AK Designated contracting states

    Kind code of ref document: A3

    Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

    AX Request for extension of the european patent

    Free format text: AL;LT;LV;MK;RO;SI

    AKX Designation fees paid

    Free format text: BE DE FR IE IT NL

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

    Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

    18D Application deemed to be withdrawn

    Effective date: 19991029