WO2014184397A1 - Nudo de unión para estructuras metálicas. - Google Patents
Nudo de unión para estructuras metálicas. Download PDFInfo
- 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
Links
- 239000002184 metal Substances 0.000 title claims abstract description 12
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000004590 computer program Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000003496 welding fume Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post 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)
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)
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)
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 |
Citations (6)
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) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
-
2013
- 2013-05-14 WO PCT/ES2013/070303 patent/WO2014184397A1/es active Application Filing
- 2013-05-14 US US14/889,257 patent/US20160097192A1/en not_active Abandoned
- 2013-05-14 ES ES13884661T patent/ES2836848T3/es active Active
- 2013-05-14 MX MX2015015740A patent/MX359590B/es active IP Right Grant
- 2013-05-14 EP EP13884661.3A patent/EP2998451B1/de active Active
Patent Citations (6)
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) |
Non-Patent Citations (1)
Title |
---|
See also references of EP2998451A4 * |
Cited By (6)
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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