WO2014184397A1 - Nudo de unión para estructuras metálicas. - Google Patents

Nudo de unión para estructuras metálicas. Download PDF

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Publication number
WO2014184397A1
WO2014184397A1 PCT/ES2013/070303 ES2013070303W WO2014184397A1 WO 2014184397 A1 WO2014184397 A1 WO 2014184397A1 ES 2013070303 W ES2013070303 W ES 2013070303W WO 2014184397 A1 WO2014184397 A1 WO 2014184397A1
Authority
WO
WIPO (PCT)
Prior art keywords
rosettes
fork
beams
window
pair
Prior art date
Application number
PCT/ES2013/070303
Other languages
English (en)
Spanish (es)
French (fr)
Inventor
Amalio Briones Marquina
Original Assignee
Industrias Metálicas Anro, S.L.
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 Industrias Metálicas Anro, S.L. filed Critical Industrias Metálicas Anro, S.L.
Priority to US14/889,257 priority Critical patent/US20160097192A1/en
Priority to ES13884661T priority patent/ES2836848T3/es
Priority to MX2015015740A priority patent/MX359590B/es
Priority to EP13884661.3A priority patent/EP2998451B1/de
Priority to PCT/ES2013/070303 priority patent/WO2014184397A1/es
Priority to CN201380076600.XA priority patent/CN105229244B/zh
Publication of WO2014184397A1 publication Critical patent/WO2014184397A1/es

Links

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
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2418Details of bolting
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2454Connections between open and closed section profiles
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/246Post to post connections

Definitions

  • the objective of the present invention is a junction knot for metal structures, semi-rigid, which allows the connection between beams and pillars, whose main application is the construction of multi-floor car parks, although it can be used for the construction of any other metal structure, or construction that integrates a metal structure.
  • This node has a high prefabrication index in that all of its components are manufactured and mounted on site in recessing and screwing operations that allow to improve construction safety and reduce costs and execution and completion times of works.
  • Structures are known, especially for scaffolding in which the structure is formed from struts or pillars with which cross beams are related, in which said pillars incorporate rosettes for fixing the beams, while these incorporate at the ends of their there are some fixing forks to the mentioned rosettes, with the existence of homologous windows and lugs in both parts that are coupled together by tongue and groove, making the fixation in the case of scaffolding by means of a pin or latch placed later.
  • the invention proposes to solve this question, for which on the one hand it is possible to carry out a quick and effective pre-assembly of the structure and, once it has the appropriate configuration and that all its elements are in the final position, we proceed to the definitive fixation of the knots.
  • This fixing is carried out preferentially by means of screws, although it could also be the subject of riveted joints.
  • the pre-assembly of the pieces that concur in a knot can only be carried out in a stable position, in which the pieces adopt well-defined geometric positions and therefore do not require subsequent adjustments.
  • the interlocking of these is necessarily at right angles, that is perpendicular to the faces of the strut and only this is possible, with a minimum tolerance margin.
  • This knot is composed of two differentiated elements of a part a post or pillar that presents at the appropriate height or heights coupling means for the relevant beams, homologous to other means of insertion located in the beams edges, which allows a rapid Initial union of the elements, for a second phase to be fixed by screws, which establish a definitive union.
  • This form of assembly is the one that will have the greatest advantages, since all the components in the factory have been assembled and transported on site, the structure will be ready to be assembled, without the need for welding or excessive time. to align the beams and insert the connecting bolts, screw them one by one and give them the necessary tightening torque.
  • This node makes it possible to eliminate the previous design stage of the joints and therefore reduce the time necessary for the execution of the joints between beams and pillars of the structure, obtaining better performance during the execution of the work than with a traditional system.
  • Another advantage is to improve the process of assembling the structure, with a fast and effective system to make the joint, so that the beam that is intended to rest rests on the knot of the pillar, avoiding keeping it in a centered position while placing the screws to ensure the union, making the assurance by placing bolts that work at cutting, reducing the cost of the installation, not requiring high strength screws and facilitating the realization of the union.
  • This structural node is made up of beams and pillars of a certain type of profile for each case, which may adopt different dimensions depending on whether the pillars are for the first floor or for the last, and depending on the span of the beams.
  • the joining elements are assembled on the pillar and the vain ends of the beams, composed of two distinct elements that, when joined, form the joint node. These elements are produced in series at the factory's facilities and move ready to be placed on site, being able to form the metal structure of a new multi-storey car park easily and with much faster execution times than conventional ones.
  • steel structures are more manageable and less weight, compared to concrete structures prefabricated, so the foundation necessary to anchor the pillars of the first floor of the building may be smaller.
  • the pillars that are part of this knot incorporate a pair of rosettes fixed around it, being separated a predetermined distance.
  • Each of these rosettes incorporates, at least on each of the faces on which a transverse beam, a polygonal window and at least one circular orifice are fixed.
  • each of the beams that concur in one of these nodes has a fork in "C”, fixed in each of the edges of these beams, whose wings are separated from each other a distance equivalent to that separating the existing rosettes on the pillars
  • Each of the wings has a polygonal shaped stud, which protrudes from the underside, which has an equivalent configuration of the window of the rosettes and also at least one trade corresponding to that of said rosettes.
  • a "C" fork of any beam fits into a pair of rosettes of any pillar, introducing and attaching the lugs of that in the existing windows in these; in such a way that there is no lateral displacement of the beam and the simple coupling between lugs and advantages allows the stable formation of the structure. Subsequently, once the structure of a plant is assembled, for example, it is immobilized by means of screws that pass through the holes in the rosettes and forks to establish the definitive union between them.
  • a variant embodiment of this node is provided for those assemblies that require the union between two intersecting beams, linking the ends of one of them at an intermediate point of the other; in this case, at the intermediate point of the beam and on the sides of it there is a pair of rosettes set at different heights, separated by a predetermined distance.
  • Each of these rosettes incorporates, at least on each face in which a transverse beam, a polygonal window and at least one circular hole are fixed.
  • This rosette perfectly emulates the one placed on the pillars allowing the fixation of a second transverse beam on it, which is the carrier of the knot-forming rosettes, provided that it incorporates a "C" fork as described above.
  • the configuration chosen for the existing windows in the rosettes and for the existing lugs in the forks is respectively a rectangular hollow and section, since the polygonal is the simplest and least subject to headings or lateral movements of the beams, forming the joints square, or with the angle that mark these windows placed in the rosette fixed on the pillar or on the auxiliary beam.
  • the holes in the rosettes and in each "C" fork are preferably two and are located respectively on the sides of the window and the lugs respectively of the rosettes and fork, engaging each other in the assembly and remaining in position. facing to place a security screw.
  • Figure 1 shows a perspective view of a knot in which a pillar (1) and three beams (2) concur before engaging with each other.
  • Figure 2 represents a plan and section view along line A-A of a pillar (1).
  • Figure 3 represents an elevation and sectional view along the line A-A of a beam (2).
  • Figures 4 and 5 show the node of Figure 1, once formed and once secured by screws (6) respectively.
  • Figure 7 shows a perspective view of a joint node in this case between a main beam (2b) and two cross beams (2a-2c).
  • Figures 8 and 8 show the node of Figure 7, once formed and once secured by screws (6) respectively.
  • the node of the invention resolves, on the one hand, the connection between a pillar (1) and a series of beams (2), or also between several beams 2, in both cases forming a quick assembly knot and stable, capable of being immobilized afterwards or secured by screws (6).
  • Figure 1 shows the essential elements for the formation of this knot. These are two rosettes (3), fixed perimeter in the pillar (1), which are fixed in parallel position, separated a preset distance, and a fork in "C” (4), fixed in the edge of the beams ( 2), which has between its wings a distance equivalent to the separation between the rosettes (3).
  • the rosettes (3) are welded on the pillar (1) in the factory itself.
  • the body of the rosette is flat, of polygonal or circular configuration, to which sections of the conforming profile of the pillar (1) are welded on both sides until forming a pillar of the desired height, which incorporates the rosettes (3) in the right position.
  • each rosette (3) has an elongated window (31) and at least one hole (32). In figure 2 this window is rectangular and is escorted by two side holes (32).
  • the "C” hairpin ends (4) have two parallel wings that are separated by a standard distance equivalent to the separation of the rosettes (3). Each of these wings has a protruding pin down, with a configuration equivalent to the windows (31) and two holes (42) in correspondence with the holes (32) of the rosettes (3).
  • a pass-through (2b) that receives in an intermediate zone the confluence of another or other cross-sections (2a-2b).
  • the rosettes (5) similar to the rosettes (3) intended to be fixed on the pillars (1), are fixed on the sides of a beam (2b) and have a window (51) and holes (52) ) equivalent to those in rosettes (3) in terms of arrangement and configuration.
  • the assembly is easily seen by observing figures 1, 5 and 6 in the case of a knot between pillar and beam and in figures 7, 8 and 9 in the event that the junction knot is made between two beams.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Connection Of Plates (AREA)
PCT/ES2013/070303 2013-05-14 2013-05-14 Nudo de unión para estructuras metálicas. WO2014184397A1 (es)

Priority Applications (6)

Application Number Priority Date Filing Date Title
US14/889,257 US20160097192A1 (en) 2013-05-14 2013-05-14 Connection Point For Metal Structure
ES13884661T ES2836848T3 (es) 2013-05-14 2013-05-14 Punto de conexión para estructuras de metal
MX2015015740A MX359590B (es) 2013-05-14 2013-05-14 Nudo de union para estructuras metalicas.
EP13884661.3A EP2998451B1 (de) 2013-05-14 2013-05-14 Verbindungspunkt für metallstrukturen
PCT/ES2013/070303 WO2014184397A1 (es) 2013-05-14 2013-05-14 Nudo de unión para estructuras metálicas.
CN201380076600.XA CN105229244B (zh) 2013-05-14 用于金属结构的连接点

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2013/070303 WO2014184397A1 (es) 2013-05-14 2013-05-14 Nudo de unión para estructuras metálicas.

Publications (1)

Publication Number Publication Date
WO2014184397A1 true WO2014184397A1 (es) 2014-11-20

Family

ID=51897793

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2013/070303 WO2014184397A1 (es) 2013-05-14 2013-05-14 Nudo de unión para estructuras metálicas.

Country Status (5)

Country Link
US (1) US20160097192A1 (de)
EP (1) EP2998451B1 (de)
ES (1) ES2836848T3 (de)
MX (1) MX359590B (de)
WO (1) WO2014184397A1 (de)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108149792A (zh) * 2017-12-25 2018-06-12 武汉科技大学 一种圆钢管混凝土柱-钢梁外环板螺栓连接节点
US20180347172A1 (en) * 2017-08-19 2018-12-06 Mohammad Ramezani Moment-resisting frame
CN109779002A (zh) * 2017-11-14 2019-05-21 朗世坤成房屋科技有限公司 整体装配式框架结构房屋
CN114182829A (zh) * 2021-11-27 2022-03-15 北京城乡建设集团有限责任公司 一种梁柱的连接节点

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101520002B1 (ko) * 2015-01-05 2015-05-14 (주)세종알앤디 조립식 플레이트와 정착 채널을 구비한 프리캐스트 콘크리트 부재
US10119265B2 (en) * 2015-11-05 2018-11-06 Carbon Development Services, LLC Building frame connector and method of use
US20190017282A1 (en) * 2017-07-14 2019-01-17 Dhs Fraco Ltee Runback backstructure access system
CN107916726B (zh) * 2017-12-21 2018-12-04 青岛理工大学 装配式自恢复圆形钢管混凝土组合节点
US11466446B1 (en) * 2018-12-27 2022-10-11 Inproduction, Inc. Quick-assemble construction system and freestanding seating system utilizing same
DK180332B1 (en) * 2019-03-13 2020-12-04 Kvadratum Aps Construction system
CN112049242A (zh) * 2019-06-05 2020-12-08 青岛鑫光正钢结构股份有限公司 一种装配式h型钢梁与钢柱刚性连接节点装置及其安装方法
ES1272154Y (es) * 2021-05-10 2021-10-11 Ind Metalicas Anro S L Edificacion modular en altura ampliable, desmontable y reutilizable conformada por elementos prefabricados
CN113431207B (zh) * 2021-07-21 2022-10-04 新余学院 一种装配式建筑的梁柱连接节点
CN115653634B (zh) * 2022-12-05 2023-03-21 中国矿业大学(北京) 装配式外挂板半刚性连接装置

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Publication number Priority date Publication date Assignee Title
GB2095358A (en) * 1981-03-25 1982-09-29 Duggan John Joseph Scaffolding joints
FR2546953A1 (fr) * 1983-06-02 1984-12-07 Chenel Guy Construction demontable, notamment pour exposition temporaire
ES1004629U (es) * 1988-02-11 1988-10-01 Andamios De Fachadas, S.A. Andamio perfecionado.
ES1016252U (es) * 1991-01-23 1991-11-01 Andamios Resa, S.A. Nudo para estructuras reticulares.
US20060144006A1 (en) * 2003-02-28 2006-07-06 Kazuaki Suzuki Beam joint device
US20080053018A1 (en) * 2006-08-31 2008-03-06 Hockemeyer Timothy J Raised deck system for emergency isolation and treatment shelter (EITS)

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JP2962953B2 (ja) * 1992-11-04 1999-10-12 株式会社熊谷組 大梁仕口構造
JPH08144383A (ja) * 1994-11-25 1996-06-04 Nobutaka Tamura 建築・土木構造用継手およびその構築法

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Publication number Priority date Publication date Assignee Title
GB2095358A (en) * 1981-03-25 1982-09-29 Duggan John Joseph Scaffolding joints
FR2546953A1 (fr) * 1983-06-02 1984-12-07 Chenel Guy Construction demontable, notamment pour exposition temporaire
ES1004629U (es) * 1988-02-11 1988-10-01 Andamios De Fachadas, S.A. Andamio perfecionado.
ES1016252U (es) * 1991-01-23 1991-11-01 Andamios Resa, S.A. Nudo para estructuras reticulares.
US20060144006A1 (en) * 2003-02-28 2006-07-06 Kazuaki Suzuki Beam joint device
US20080053018A1 (en) * 2006-08-31 2008-03-06 Hockemeyer Timothy J Raised deck system for emergency isolation and treatment shelter (EITS)

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See also references of EP2998451A4 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180347172A1 (en) * 2017-08-19 2018-12-06 Mohammad Ramezani Moment-resisting frame
US10626595B2 (en) * 2017-08-19 2020-04-21 Mohammad Ramezani Moment-resisting frame
CN109779002A (zh) * 2017-11-14 2019-05-21 朗世坤成房屋科技有限公司 整体装配式框架结构房屋
CN108149792A (zh) * 2017-12-25 2018-06-12 武汉科技大学 一种圆钢管混凝土柱-钢梁外环板螺栓连接节点
CN108149792B (zh) * 2017-12-25 2019-09-10 武汉科技大学 一种圆钢管混凝土柱-钢梁外环板螺栓连接节点
CN114182829A (zh) * 2021-11-27 2022-03-15 北京城乡建设集团有限责任公司 一种梁柱的连接节点

Also Published As

Publication number Publication date
CN105229244A (zh) 2016-01-06
EP2998451A4 (de) 2016-12-21
EP2998451B1 (de) 2020-10-14
ES2836848T3 (es) 2021-06-28
MX359590B (es) 2018-10-03
US20160097192A1 (en) 2016-04-07
EP2998451A1 (de) 2016-03-23
MX2015015740A (es) 2016-06-02

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