PL450580A1 - Hybrid butt joint of a steel I-beam with a shifted web joint and stiffening channels - Google Patents
Hybrid butt joint of a steel I-beam with a shifted web joint and stiffening channelsInfo
- Publication number
- PL450580A1 PL450580A1 PL450580A PL45058024A PL450580A1 PL 450580 A1 PL450580 A1 PL 450580A1 PL 450580 A PL450580 A PL 450580A PL 45058024 A PL45058024 A PL 45058024A PL 450580 A1 PL450580 A1 PL 450580A1
- Authority
- PL
- Poland
- Prior art keywords
- sections
- width
- height
- vertical ribs
- welded
- Prior art date
Links
Classifications
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
-
- 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
- E04B1/38—Connections for building structures in general
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
- F16B7/185—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements with a node element
-
- 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
- E04B2001/2448—Connections between open 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
- 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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Hybrydowe połączenie dwóch belek dwuteowych, polega na tym, że belki dwuteowe (1) o wysokości „H” i szerokości „B”, przy czym stosunek H/B≤1,8, są połączone doczołową spoiną w zamku z przesunięciem połączenia środników belek oraz wzmocnione ceownikami (2) o szerokości „a”, wysokości „b” i długości „c”, mieszczącej się w przedziale od H/3 do H/2, ceowniki (2) są wsunięte w gniazda dopasowane kształtem do kształtu ceowników w półkach łączonych dwuteowników (1) po obu stronach środnika i umiejscowione symetrycznie w osi połączenia, przy czym rozstaw ceowników wynosi „x” w stosunku do szerokości „B” półek dwuteowników oraz do środników ceowników (2) są przyspawane od zewnątrz żeberka poziome (3) o grubości „d” i długości „L”, które wystają ponad górną półkę łączonych dwuteowników (1) na wysokość „h” i ceowniki (2) posiadają otwory w swoich półkach na łączniki śrubowe (6), a ponadto w wewnętrznej części dwuteownika (1), od dołu jego półek, są przyspawane żeberka pionowe (4) o wysokości „i” i grubości „j” i do żeber pionowych (4) od dołu przyspawany jest płaskownik (5) o grubości „g”, szerokości „e” i długości „f”, który wraz z żeberkami pionowymi tworzy skrzynkę o szerokości „k”, zaś skrzynki tworzone przez płaskownik (5) i żeberka pionowe (4) są połączone łącznikiem śrubowym (7), korzystnie z nakrętką napinającą.A hybrid connection of two I-beams consists in the fact that I-beams (1) with height "H" and width "B", wherein the ratio H/B≤1.8, are connected by a butt weld in a lock with a shifted connection of the beam webs and reinforced with C-sections (2) with width "a", height "b" and length "c", ranging from H/3 to H/2, C-sections (2) are inserted into sockets matched in shape to the shape of C-sections in the flanges of the connected I-sections (1) on both sides of the web and positioned symmetrically in the connection axis, wherein the spacing of C-sections is "x" in relation to the width "B" of the I-section flanges and horizontal ribs (3) with thickness "d" and length "L" are welded from the outside to the C-section webs (2), which protrude above the upper flange of the connected I-sections (1) to the height "h" and C-sections (2) have holes in their shelves for screw connectors (6), and in addition, in the inner part of the I-beam (1), from the bottom of its shelves, vertical ribs (4) of height "i" and thickness "j" are welded, and a flat bar (5) of thickness "g", width "e" and length "f" is welded to the vertical ribs (4) from the bottom, which together with the vertical ribs forms a box of width "k", and the boxes formed by the flat bar (5) and vertical ribs (4) are connected with a screw connector (7), preferably with a tension nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL450580A PL450580A1 (en) | 2024-12-14 | 2024-12-14 | Hybrid butt joint of a steel I-beam with a shifted web joint and stiffening channels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL450580A PL450580A1 (en) | 2024-12-14 | 2024-12-14 | Hybrid butt joint of a steel I-beam with a shifted web joint and stiffening channels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| PL450580A1 true PL450580A1 (en) | 2026-05-11 |
Family
ID=99717248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PL450580A PL450580A1 (en) | 2024-12-14 | 2024-12-14 | Hybrid butt joint of a steel I-beam with a shifted web joint and stiffening channels |
Country Status (1)
| Country | Link |
|---|---|
| PL (1) | PL450580A1 (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PL330671A1 (en) * | 1998-12-31 | 2000-07-03 | Politechnika Swietokrzyska | Prestressed but joints |
| CN113882511A (en) * | 2020-07-02 | 2022-01-04 | 杭州万能绿建科技股份有限公司 | Quick-mounting steel structure beam and beam butt-joint embedded mortise and tenon type node assembly and method |
| PL436160A1 (en) * | 2020-11-27 | 2022-05-30 | Politechnika Rzeszowska im. Ignacego Łukasiewicza | Double-sided butt construction node |
| PL436161A1 (en) * | 2020-11-27 | 2022-05-30 | Politechnika Rzeszowska im. Ignacego Łukasiewicza | Double-sided butt construction node |
| CN219746777U (en) * | 2023-03-06 | 2023-09-26 | 曲阜市万强钢结构工程有限公司 | Steel beam butt joint piece |
| CN221721931U (en) * | 2023-10-24 | 2024-09-17 | 山东恒善自动化设备有限公司 | A fast-installed launch tower derrick steel beam docking device |
-
2024
- 2024-12-14 PL PL450580A patent/PL450580A1/en unknown
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PL330671A1 (en) * | 1998-12-31 | 2000-07-03 | Politechnika Swietokrzyska | Prestressed but joints |
| CN113882511A (en) * | 2020-07-02 | 2022-01-04 | 杭州万能绿建科技股份有限公司 | Quick-mounting steel structure beam and beam butt-joint embedded mortise and tenon type node assembly and method |
| PL436160A1 (en) * | 2020-11-27 | 2022-05-30 | Politechnika Rzeszowska im. Ignacego Łukasiewicza | Double-sided butt construction node |
| PL436161A1 (en) * | 2020-11-27 | 2022-05-30 | Politechnika Rzeszowska im. Ignacego Łukasiewicza | Double-sided butt construction node |
| CN219746777U (en) * | 2023-03-06 | 2023-09-26 | 曲阜市万强钢结构工程有限公司 | Steel beam butt joint piece |
| CN221721931U (en) * | 2023-10-24 | 2024-09-17 | 山东恒善自动化设备有限公司 | A fast-installed launch tower derrick steel beam docking device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101118608B1 (en) | Pipe truss structure | |
| PL246964B1 (en) | Double-sided butt construction joint | |
| CN109914598A (en) | A kind of fast spelling formula H profile steel beams of concrete column connected node | |
| CN113944105A (en) | High-precision connecting and assembling method for separated steel box girder of hybrid beam bridge | |
| JP2019116794A (en) | Steel beam joint structure | |
| CN205935193U (en) | Concrete frame with high steadiness beam column node | |
| CN208105594U (en) | A kind of combined steel plate shear force wall and its steel member | |
| CN220014207U (en) | Assembled steel frame concrete composite beam | |
| CN109914597A (en) | A kind of fast spelling formula T-steel beams of concrete column connected node | |
| CN210117801U (en) | Truss connection node, truss structure and roof | |
| JP7791695B2 (en) | Beam structure with reinforced beams and connecting members | |
| CN220264985U (en) | Crane truss and factory building structure | |
| KR102661173B1 (en) | Structure Of Connecting Continuous Beam And Column | |
| CN215761716U (en) | Tunnel steel bow member supporting mechanism | |
| JP3183152U (en) | Three-dimensional truss member joint structure | |
| CN115387511A (en) | Quickly-assembled multi-cavity concrete filled steel tube shear wall | |
| CN206513003U (en) | A kind of steel-structure factory building installs auxiliary steel frame construction | |
| KR20230171627A (en) | Structure Of Connecting Beam with Continuous Rebar And Column | |
| JP2001032377A (en) | Joint structure between reinforced concrete columns and steel beams | |
| PL450577A1 (en) | Hybrid butt joint using C-sections stiffened with ribs, dedicated to steel I-sections | |
| CN116675107B (en) | Crane truss and factory building structure | |
| CN207739267U (en) | A kind of foundation pit steel support and foundation pit support system | |
| CN207988221U (en) | A kind of abnormity double steel plate wall column system | |
| PL450578A1 (en) | Hybrid butt joint using I-beams stiffened with ribs, dedicated to steel I-beams | |
| CN217318550U (en) | Be used for prefabricated case roof beam reinforcement support |