PL421211A1 - Method for reinforcement of a segmental floor - Google Patents

Method for reinforcement of a segmental floor

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Publication number
PL421211A1
PL421211A1 PL421211A PL42121117A PL421211A1 PL 421211 A1 PL421211 A1 PL 421211A1 PL 421211 A PL421211 A PL 421211A PL 42121117 A PL42121117 A PL 42121117A PL 421211 A1 PL421211 A1 PL 421211A1
Authority
PL
Poland
Prior art keywords
reinforcement
steel beams
ribs
steel
segmental
Prior art date
Application number
PL421211A
Other languages
Polish (pl)
Other versions
PL239715B1 (en
Inventor
Romuald Orłowicz
Tomasz Wróblewski
Rafał Nowak
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 PL421211A priority Critical patent/PL239715B1/en
Publication of PL421211A1 publication Critical patent/PL421211A1/en
Publication of PL239715B1 publication Critical patent/PL239715B1/en

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  • Rod-Shaped Construction Members (AREA)

Abstract

Sposób wzmacniania stropu odcinkowego charakteryzuje się tym, że wykonuje się bruzdy w sklepieniu ceglanym (2) od dołu w miejscu oparcia na belkach stalowych (1) i wzmacnia się belki stalowe (1) poprzez przyspawanie do nich żeber stalowych (3), a następnie bruzdy wypełnia się betonem (4). Wzmocnienie wykonuje się w strefach podporowych belek stalowych (1) na odcinku o długości 0,25 rozpiętości belek stalowych (1). Stosuje się żebra (3) o wysokości 2/3t, gdzie t oznacza grubość sklepienia ceglanego (2).The method of reinforcing the sectional ceiling is characterized by the fact that grooves are made in the brick vault (2) from below at the place of support on steel beams (1) and the steel beams (1) are strengthened by welding steel ribs (3) to them, followed by a furrow filled with concrete (4). Reinforcement is carried out in the support areas of steel beams (1) on a section with a length of 0.25 span of steel beams (1). Ribs (3) 2 / 3t high are used, where t is the thickness of the brick vault (2).

PL421211A 2017-04-07 2017-04-07 Method for reinforcement of a segmental floor PL239715B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL421211A PL239715B1 (en) 2017-04-07 2017-04-07 Method for reinforcement of a segmental floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL421211A PL239715B1 (en) 2017-04-07 2017-04-07 Method for reinforcement of a segmental floor

Publications (2)

Publication Number Publication Date
PL421211A1 true PL421211A1 (en) 2018-10-08
PL239715B1 PL239715B1 (en) 2021-12-27

Family

ID=63687996

Family Applications (1)

Application Number Title Priority Date Filing Date
PL421211A PL239715B1 (en) 2017-04-07 2017-04-07 Method for reinforcement of a segmental floor

Country Status (1)

Country Link
PL (1) PL239715B1 (en)

Also Published As

Publication number Publication date
PL239715B1 (en) 2021-12-27

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