PL425667A1 - Spacial reinforcement of concrete - Google Patents

Spacial reinforcement of concrete

Info

Publication number
PL425667A1
PL425667A1 PL42566718A PL42566718A PL425667A1 PL 425667 A1 PL425667 A1 PL 425667A1 PL 42566718 A PL42566718 A PL 42566718A PL 42566718 A PL42566718 A PL 42566718A PL 425667 A1 PL425667 A1 PL 425667A1
Authority
PL
Poland
Prior art keywords
concrete
reinforcement
structural elements
spacial
spatial
Prior art date
Application number
PL42566718A
Other languages
Polish (pl)
Other versions
PL239695B1 (en
Inventor
Anna Szcześniak
Adam Stolarski
Original Assignee
Wojskowa Akademia Techniczna Im Jaroslawa Dabrowskiego
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 Wojskowa Akademia Techniczna Im Jaroslawa Dabrowskiego filed Critical Wojskowa Akademia Techniczna Im Jaroslawa Dabrowskiego
Priority to PL425667A priority Critical patent/PL239695B1/en
Publication of PL425667A1 publication Critical patent/PL425667A1/en
Publication of PL239695B1 publication Critical patent/PL239695B1/en

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

Przedmiotem zgłoszenia jest przestrzenne zbrojenie betonu złożone z układu rurek siatkowych (1), stanowiących kierunkowo zorientowane, przestrzenne zbrojenie całego przekroju poprzecznego elementów konstrukcyjnych (10) wykonanych z betonu. Układ rurek siatkowych (1) dostosowany jest do specyfiki wytężenie betonowych elementów konstrukcyjnych (10) zależnej od sposobu odziaływania obciążeń zewnętrznych. Przestrzenne zbrojenie betonu pozwala na stworzenie ujednorodnionego kompozytu betonowego o zwiększonych parametrach mechanicznych. Kompozyt betonowy może być stosowany jako indywidualny materiał konstrukcyjny lub w połączeniu z typowymi systemami zbrojenia stosowanymi w konstrukcjach żelbetowych tworzyć konstrukcję hybrydową.The subject of the application is the spatial reinforcement of concrete consisting of a system of mesh pipes (1), which constitute the directionally oriented, spatial reinforcement of the entire cross-section of structural elements (10) made of concrete. The system of mesh pipes (1) is adapted to the specificity of the effort of concrete structural elements (10) depending on the method of external loads. The spatial reinforcement of concrete allows for the creation of a homogenized concrete composite with increased mechanical parameters. Concrete composite can be used as an individual construction material or, in combination with typical reinforcement systems used in reinforced concrete structures, create a hybrid structure.

PL425667A 2018-05-22 2018-05-22 Spacial reinforcement of concrete PL239695B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL425667A PL239695B1 (en) 2018-05-22 2018-05-22 Spacial reinforcement of concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL425667A PL239695B1 (en) 2018-05-22 2018-05-22 Spacial reinforcement of concrete

Publications (2)

Publication Number Publication Date
PL425667A1 true PL425667A1 (en) 2019-12-02
PL239695B1 PL239695B1 (en) 2021-12-27

Family

ID=68655007

Family Applications (1)

Application Number Title Priority Date Filing Date
PL425667A PL239695B1 (en) 2018-05-22 2018-05-22 Spacial reinforcement of concrete

Country Status (1)

Country Link
PL (1) PL239695B1 (en)

Also Published As

Publication number Publication date
PL239695B1 (en) 2021-12-27

Similar Documents

Publication Publication Date Title
SA519401836B1 (en) Vehicle load-bearing structure
BR112017014661A8 (en) MEANS OF REINFORCEMENT OF STRUCTURAL BLOCK OF INTERLOCK AND MODULAR CONSTRUCTION SYSTEM
SA519401434B1 (en) Concrete ceiling, kit for producing a concrete ceiling and method for producing a concrete ceiling
PL425667A1 (en) Spacial reinforcement of concrete
AT518836A5 (en) Reinforcement with sealing tape
CN105155772B (en) A tension beam based on bamboo structure
CN204174732U (en) Two bar architectural structure systems
UA125401U (en) SPEAKER FOAM CONCRETE ELEMENT WITH REINFORCEMENT COMPOSITE Mesh
HK1240023A2 (en) An application of steel reinforced fiber concrete
PL405113A1 (en) Composite floor prestressed in one or two directions, made from prefabricated, prestressed, thin bottom plates and concrete overlay
PL431854A1 (en) Shell prefabricated unit for the construction industry, in particular for the construction of bridges
UA125404U (en) GAS CONCRETE ELEMENT WITH REINFORCEMENT COMPOSITE Mesh
PL419690A1 (en) Combined stairs
CN204753888U (en) Reinforced concrete composite construction
Radwan et al. Abstract of Applied Sciences and Engineering, 2015, Vol. 2
PL423148A1 (en) Reinforcement of floor slab, preferably of the composite floor
Struble et al. Erratum to: Materials for Sustainable Infrastructure
PL122820U1 (en) Grid structure for supporting linings
EA033515B1 (en) Method of synthesizing structures with controlled parameters of thermal anisotropy
PL428121A1 (en) Ventilation distribution box with housing made of composite material
UA102730U (en) METHOD OF MANUFACTURING OF REINFORCED CONCRETE PANEL
PL412784A1 (en) Composite material for thermal insulation of conduits and method for producing it
BR102017014406A2 (en) stress transfer devices between structural elements
PL429763A1 (en) Load-bearing wall between flats
UA114091U (en) METHOD OF STRENGTHENING REINFORCED CONCRETE STRUCTURES