PL449580A1 - Kompozytowo‐szklany dwuteownik konstrukcyjny - Google Patents

Kompozytowo‐szklany dwuteownik konstrukcyjny

Info

Publication number
PL449580A1
PL449580A1 PL449580A PL44958024A PL449580A1 PL 449580 A1 PL449580 A1 PL 449580A1 PL 449580 A PL449580 A PL 449580A PL 44958024 A PL44958024 A PL 44958024A PL 449580 A1 PL449580 A1 PL 449580A1
Authority
PL
Poland
Prior art keywords
composite
glass
steel
structural
glass structural
Prior art date
Application number
PL449580A
Other languages
English (en)
Other versions
PL248677B1 (pl
Inventor
Izabela Major
Maciej Major
Jarosław Kalinowski
Mariusz Kosiń
Original Assignee
Politechnika Częstochowska
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 Politechnika Częstochowska filed Critical Politechnika Częstochowska
Priority to PL449580A priority Critical patent/PL248677B1/pl
Publication of PL449580A1 publication Critical patent/PL449580A1/pl
Publication of PL248677B1 publication Critical patent/PL248677B1/pl

Links

Classifications

    • 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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces 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
    • 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
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

Przedmiotem zgłoszenia jest kompozytowo-szklany dwuteownik konstrukcyjny, który złożony jest z dwóch elementów chwytnych stalowych, pomiędzy którymi znajduje się element szklany. Kompozytowo—szklany dwuteownik konstrukcyjny może być wykorzystany jako belka do realizacji stropów zespolonych. Części z betonu polimerowego oraz szkła hartowanego, które dobrze prezentuje się jako element architektoniczny przejmują naprężenia ściskające, a części stalowe naprężenia rozciągające. W efekcie całość tworzy element zapewniając wysokie parametry wytrzymałościowe. Kompozytowo-szklany dwuteownik konstrukcyjny znamienny tym, że ma element szklany (1), łącznik (2), element stalowy (3) oraz szynę stalową (4).
PL449580A 2024-08-25 2024-08-25 Kompozytowo‐szklany dwuteownik konstrukcyjny PL248677B1 (pl)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL449580A PL248677B1 (pl) 2024-08-25 2024-08-25 Kompozytowo‐szklany dwuteownik konstrukcyjny

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL449580A PL248677B1 (pl) 2024-08-25 2024-08-25 Kompozytowo‐szklany dwuteownik konstrukcyjny

Publications (2)

Publication Number Publication Date
PL449580A1 true PL449580A1 (pl) 2025-04-28
PL248677B1 PL248677B1 (pl) 2026-01-12

Family

ID=95554633

Family Applications (1)

Application Number Title Priority Date Filing Date
PL449580A PL248677B1 (pl) 2024-08-25 2024-08-25 Kompozytowo‐szklany dwuteownik konstrukcyjny

Country Status (1)

Country Link
PL (1) PL248677B1 (pl)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000023265A2 (en) * 1998-10-16 2000-04-27 Technische Universiteit Delft Plate of composite construction material, column of a laminated glazing construction material, and method for the manufacture of such a column
PL361170A1 (pl) * 2000-05-01 2004-09-20 Jan Vrana Kompozytowy element konstrukcyjny
PL208745B1 (pl) * 2000-06-27 2011-06-30 Nci Group Legar, system legarowy i konstrukcja zawierająca system legarowy
PL236190B1 (pl) * 2019-03-08 2020-12-14 Politechnika Czestochowska Belka kompozytowa

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000023265A2 (en) * 1998-10-16 2000-04-27 Technische Universiteit Delft Plate of composite construction material, column of a laminated glazing construction material, and method for the manufacture of such a column
PL361170A1 (pl) * 2000-05-01 2004-09-20 Jan Vrana Kompozytowy element konstrukcyjny
PL208745B1 (pl) * 2000-06-27 2011-06-30 Nci Group Legar, system legarowy i konstrukcja zawierająca system legarowy
PL236190B1 (pl) * 2019-03-08 2020-12-14 Politechnika Czestochowska Belka kompozytowa

Also Published As

Publication number Publication date
PL248677B1 (pl) 2026-01-12

Similar Documents

Publication Publication Date Title
Kim Size effect in concrete specimens with dissimilar initial cracks
Torres et al. Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete
WO2009142416A3 (ko) 철근콘크리트 빔 단부연결용 보강재 및 이를 이용한 구조물 시공방법
Newcombe et al. Global response of a two storey Pres-Lam timber building
도범김 et al. Experimental study on the flexural capacity of the concrete-filled composite beam with exposed top flange
PL449580A1 (pl) Kompozytowo‐szklany dwuteownik konstrukcyjny
Joh et al. Anchorage behavior of 90-degree hooked beam bars in reinforced concrete knee joints
Niu et al. Interfacial debonding mechanism influenced by flexural cracks in FRP-strengthened beams
Ikponmwosa et al. Flexural Performance of Bamboo Reinforced Foamed Aerated
Hauf et al. Deformation calculation methods for slim floors
Nogueira Anti-plane shear strength of plain concrete
Brewe Background for the new PCI recommended practice on strand bond
ATE408045T1 (de) Verfahren zur konstruktion einer vorgespannten struktur und eine so hergestellte struktur
Correal et al. Dowel-bearing strength behaviour of Guadua angustifolia Kunth bamboo
Bennati et al. A cohesive-zone model for steel beams strengthened with pre-stressed laminates
CN102425266A (zh) 延性可控的纤维增强复合材料-混凝土组合梁
Cicek et al. Fracture Behavior of Interfaces between Ultra High Performance Concrete and High Performance Concrete
Karihaloo et al. Size effect in the strength of concrete structures
Suknev TCD-based criteria for quasi-brittle fracture of materials and structures
Abdelkhalek et al. Stress-strain curves of Cellular Light Weight Concrete Brick and masonry
ZDANOWICZ et al. Influence of polymer flexible joint on concrete beams in three-point bending test
Jasiński et al. Shear and Flexural Strength of Masonry Walls Made of Calcium Silicate Materials Made in Poland
Blikharskyy et al. Improvement method of calculation reinforced concrete beams on the shear strengthened FRCM system
Xu et al. Off-axis mechanical properties of AR-glass textile reinforced engineered cementitious composite: Experimental and theoretical study
Musa Time-saving design aids for one-way hollow sandcrete block slab