PL424089A1 - Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column - Google Patents

Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column

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Publication number
PL424089A1
PL424089A1 PL424089A PL42408917A PL424089A1 PL 424089 A1 PL424089 A1 PL 424089A1 PL 424089 A PL424089 A PL 424089A PL 42408917 A PL42408917 A PL 42408917A PL 424089 A1 PL424089 A1 PL 424089A1
Authority
PL
Poland
Prior art keywords
column
beams
node
prefabricated
differently
Prior art date
Application number
PL424089A
Other languages
Polish (pl)
Inventor
Andrzej Karpiński
Original Assignee
Andrzej Karpiński
Bpbw Spółka Z Ograniczoną Odpowiedzialnością
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 Andrzej Karpiński, Bpbw Spółka Z Ograniczoną Odpowiedzialnością filed Critical Andrzej Karpiński
Priority to PL424089A priority Critical patent/PL424089A1/en
Publication of PL424089A1 publication Critical patent/PL424089A1/en

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Abstract

Sposób wnoszenia budynków o konstrukcji szkieletowej na bazie prefabrykowanego dwu-różnowęzłowego słupa konstrukcyjnego charakteryzuje się tym, że profile żelbetowe słupa (1) konstrukcyjnego połączone są z belkami stalowymi, podtrzymującymi płyty stropowe za pomocą węzłów dolnego (3) i górnego (2), a blachy poziome (7) węzła dolnego (3) połączone są z blachami poziomymi belek stalowych zamocowanymi do środnika tych belek oraz słupem niższej kondygnacji za pomocą otworów w pasie dolnym belek (9) stalowych, przez które przechodzą śruby (5) węzłów górnych (2) łączące słup (1) z belkami przez nakrętki śrubowe. Po montażu słupa (1) wyższej kondygnacji na słupie (1) niższej kondygnacji i belkach oraz po montażu płyt stropowych z kanałami otwartymi uzupełnia się przestrzeń betonem zarówno w otwartych przestrzeniach jak i / lub poprzez otwór (8) iniekcyjny wcześniej umieszczając zbrojenie konstrukcyjne, a pręty (6) startowe dolne i pręty (4) startowe górne zapewniają ciągłość konstrukcyjną profilu żelbetowego słupa (1) konstrukcyjnego jak i belek stalowych powstających przez zalanie przestrzeni otwartych belki stalowej i kanałów otwartych płyt stropowych, w których wcześniej ułożono zbrojenie. Prefabrykowany dwu-różnowęzłowy słup konstrukcyjny składający się z profilu żelbetowego stanowiącego główną część słupa oraz węzła górnego i węzła dolnego, które są wyposażone w startery charakteryzuje się tym, że węzeł górny (3) wyposażony jest w śruby (5) pionowe, a węzeł dolny (3) zakończony jest dwoma poziomymi belkami stalowymi (7).The method of erecting buildings with a skeletal structure based on a prefabricated two-node construction pole is characterized by the fact that the reinforced concrete columns of the structure column (1) are connected with steel beams supporting the floor slabs by means of the lower (3) and upper (2) nodes horizontal (7) lower node (3) are connected with horizontal steel beams sheets attached to the web of these beams and the lower storey column with holes in the lower strip of steel beams (9), through which the screws (5) of upper nodes (2) connect post (1) with beams through screw nuts. After the installation of the column (1) of the upper storey on the column (1) of the lower storey and beams, and after the installation of floor slabs with open channels, the space is supplemented with concrete both in open spaces and / or through the injection hole (8), previously placing structural reinforcements and bars (6) lower starting and upper (4) starting bars ensure the structural continuity of the reinforced concrete (1) column and steel beams formed by flooding the open space of the steel beam and open ceiling slab channels, in which the reinforcement was previously laid. A prefabricated two-node structural pole consisting of a reinforced concrete profile constituting the main part of the column and the upper and lower nodes, which are equipped with starters, characterized by the fact that the upper node (3) is equipped with vertical screws (5) and the lower node ( 3) ends with two horizontal steel beams (7).

PL424089A 2017-12-27 2017-12-27 Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column PL424089A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL424089A PL424089A1 (en) 2017-12-27 2017-12-27 Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL424089A PL424089A1 (en) 2017-12-27 2017-12-27 Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column

Publications (1)

Publication Number Publication Date
PL424089A1 true PL424089A1 (en) 2019-07-01

Family

ID=67105518

Family Applications (1)

Application Number Title Priority Date Filing Date
PL424089A PL424089A1 (en) 2017-12-27 2017-12-27 Method for erecting buildings with the skeleton construction, on the basis of the prefabricated dual-differently-nodal construction column and the prefabricated dual-differently-nodal construction column

Country Status (1)

Country Link
PL (1) PL424089A1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2249220A2 (en) * 1973-03-08 1975-05-23 Equipe Rech Innovation Prototy Metal sheathed concrete post construction - has four piece metal collar fitting over superimposed post junction
GB1438865A (en) * 1972-05-26 1976-06-09 Salzgitter Peine Stahlwerke Building element
PL299680A1 (en) * 1993-07-13 1995-01-23 Andrzej Debski Method of erecting skelton-type buildings and load carrying structure therefor
PL366481A1 (en) * 2004-03-22 2005-10-03 Wacław Pacuk Method for joining prefabricated columns of individual storeys
EP1966445A1 (en) * 2005-12-27 2008-09-10 Peikko Finland Oy Column shoe
ES2323396A1 (en) * 2005-08-05 2009-07-14 Diego Navarro Vera Prefabricated pillar of armed concrete for building with perfected capitel. (Machine-translation by Google Translate, not legally binding)
US20170356177A1 (en) * 2015-01-05 2017-12-14 Sejong R&D Co., Ltd. Precast concrete member with prefabricated plate and fixing channels
PL418828A1 (en) * 2016-09-26 2018-04-09 Biuro Projektów Bpbw Spółka Z Ograniczoną Odpowiedzialnością Double-joint prefabricated structural pole

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1438865A (en) * 1972-05-26 1976-06-09 Salzgitter Peine Stahlwerke Building element
FR2249220A2 (en) * 1973-03-08 1975-05-23 Equipe Rech Innovation Prototy Metal sheathed concrete post construction - has four piece metal collar fitting over superimposed post junction
PL299680A1 (en) * 1993-07-13 1995-01-23 Andrzej Debski Method of erecting skelton-type buildings and load carrying structure therefor
PL366481A1 (en) * 2004-03-22 2005-10-03 Wacław Pacuk Method for joining prefabricated columns of individual storeys
ES2323396A1 (en) * 2005-08-05 2009-07-14 Diego Navarro Vera Prefabricated pillar of armed concrete for building with perfected capitel. (Machine-translation by Google Translate, not legally binding)
EP1966445A1 (en) * 2005-12-27 2008-09-10 Peikko Finland Oy Column shoe
US20170356177A1 (en) * 2015-01-05 2017-12-14 Sejong R&D Co., Ltd. Precast concrete member with prefabricated plate and fixing channels
PL418828A1 (en) * 2016-09-26 2018-04-09 Biuro Projektów Bpbw Spółka Z Ograniczoną Odpowiedzialnością Double-joint prefabricated structural pole

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