PL408812A1 - Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall - Google Patents

Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall

Info

Publication number
PL408812A1
PL408812A1 PL408812A PL40881214A PL408812A1 PL 408812 A1 PL408812 A1 PL 408812A1 PL 408812 A PL408812 A PL 408812A PL 40881214 A PL40881214 A PL 40881214A PL 408812 A1 PL408812 A1 PL 408812A1
Authority
PL
Poland
Prior art keywords
wall
bearing
load
vertical edge
withe
Prior art date
Application number
PL408812A
Other languages
Polish (pl)
Other versions
PL232142B1 (en
Inventor
Romuald Orłowicz
Zofia Gil
Original Assignee
Zachodniopomorski Uniwersytet Technologiczny W Szczecinie
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 Zachodniopomorski Uniwersytet Technologiczny W Szczecinie filed Critical Zachodniopomorski Uniwersytet Technologiczny W Szczecinie
Priority to PL408812A priority Critical patent/PL232142B1/en
Publication of PL408812A1 publication Critical patent/PL408812A1/en
Publication of PL232142B1 publication Critical patent/PL232142B1/en

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Abstract

Sposób połączenia pionowej krawędzi murowanej ściany wypełniającej z konstrukcją nośną budynku, charakteryzuje się tym, że do ściany wypełniającej (1) i ściany nośnej konstrukcyjnej (2) przykleja się listwy (3) z siatek kompozytowych o przekroju kątownika. Listwy przykleja się za pomocą systemowych zapraw klejowych, na całej wysokości ściany wypełniającej i ściany nośnej po wznoszeniu ściany wypełniającej. Stosuje się siatki z włókien aramidowych, węglowych, szklanych lub poliestrowych. Ściana konstrukcyjna nośna może być wykonana z dowolnego materiału w tym i żelbetowa monolityczna.The method of connecting the vertical edge of the brick filling wall with the load-bearing structure of the building is characterized by the fact that the filling wall (1) and the construction load-bearing wall (2) are glued with slats (3) made of composite mesh with an angle section. The strips are glued with system adhesive mortars, along the entire height of the filling wall and the load-bearing wall after erecting the filling wall. Aramid, carbon, glass or polyester fiber meshes are used. The load-bearing structural wall can be made of any material, including monolithic reinforced concrete.

PL408812A 2014-07-11 2014-07-11 Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall PL232142B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL408812A PL232142B1 (en) 2014-07-11 2014-07-11 Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL408812A PL232142B1 (en) 2014-07-11 2014-07-11 Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall

Publications (2)

Publication Number Publication Date
PL408812A1 true PL408812A1 (en) 2016-01-18
PL232142B1 PL232142B1 (en) 2019-05-31

Family

ID=55072274

Family Applications (1)

Application Number Title Priority Date Filing Date
PL408812A PL232142B1 (en) 2014-07-11 2014-07-11 Method for joining vertical edge of the masonry infill wall withe the building structural load-bearing wall

Country Status (1)

Country Link
PL (1) PL232142B1 (en)

Also Published As

Publication number Publication date
PL232142B1 (en) 2019-05-31

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