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 columnInfo
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
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).
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 |
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PL (1) | PL424089A1 (en) |
Citations (8)
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 |
-
2017
- 2017-12-27 PL PL424089A patent/PL424089A1/en unknown
Patent Citations (8)
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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