SU842151A1 - Connection assembly of ferroconcrete fromework elements - Google Patents
Connection assembly of ferroconcrete fromework elements Download PDFInfo
- Publication number
- SU842151A1 SU842151A1 SU792807201A SU2807201A SU842151A1 SU 842151 A1 SU842151 A1 SU 842151A1 SU 792807201 A SU792807201 A SU 792807201A SU 2807201 A SU2807201 A SU 2807201A SU 842151 A1 SU842151 A1 SU 842151A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- elements
- fromework
- ferroconcrete
- connection assembly
- column
- Prior art date
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
(54) УЗЛОВОЕ СОЕДИНЕНИЕ ЭЛЕМЕНТОВ ЖЕЛЕЗОБЕТОННОГО(54) NODE CONNECTION OF REINFORCED CONCRETE ELEMENTS
КАРКАСАCARCASA
аксонометрии; на фиг. 3 - узловое соединение колонны и двух ригелей, в плане; на фиг, 4 - узловое соединение колонны и четырех ригелей в плане; на фиг. 5 - узловое соединение горизонтальный разрез; на фиг. 6 то же, вертикальный разрез; на фиг.7то же, в аксонометрии.axonometry; in fig. 3 - a nodal connection of the column and two beams, in plan; FIG. 4 shows the nodal connection of the column and four crossbars in the plan; in fig. 5 - nodal connection horizontal section; in fig. 6 is the same vertical section; Fig.7to same, in a perspective view.
Торец колонны 1 с выступающей арматурой 2 снабжен крестообразным пазом . 3 дл размещени в последнем выступающих стенок 4 конца ригел 5. В крестообразные пазы 3 в торце колонны 1 устанавливают выступакнцие стенки 4 конца ригел 5, после чего сваривают нижние 6 и верхние 7 арматурные выпуски из стенок ригелей 5. После сварки арматурных вьтусков в двух трех или четырех ригел х колонку наращивают , дл чего верхний элемент, также снабженный крестообразными па .замиу накладывают на стенки 4 ригелей 5, и после рахтовки сваривают арматурные выпуски 2. Дополнительно крепление к колонне осуществл ют путем сварки закладных деталей 8. После сварки арматурных выпусков узел замоноличивают.The end of the column 1 with protruding armature 2 is equipped with a cross-groove. 3 for placing in the last protruding walls 4 of the end of the bolt 5. In the cross-shaped grooves 3 at the end of the column 1 set the protrusions of the wall 4 of the ends of the bolt 5, then weld the lower 6 and upper 7 reinforcement outlets from the walls of the crossbars 5. After welding the reinforcing bars in two three or four crossbars, the column is expanded, for which the top element, also equipped with a cross-shaped pa., kazumu is placed on the walls 4 of the crossbars 5, and after rakhtovka, reinforcement outlets 2 are welded. Additionally, fastening to the column is carried out by welding Bottom details 8. After welding reinforcement releases knot monolithic.
Изобретение позвол ет одновременно с повышением прочности и упрощением зо монтажа снизить трудоемкость изготовлени элементов каркаса за счет их унификации, а также снизить сроки возведени зданий и сооружений.The invention makes it possible to simultaneously reduce the laboriousness of manufacturing the frame elements due to their unification, as well as reduce the time required for the erection of buildings and structures.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792807201A SU842151A1 (en) | 1979-08-06 | 1979-08-06 | Connection assembly of ferroconcrete fromework elements |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792807201A SU842151A1 (en) | 1979-08-06 | 1979-08-06 | Connection assembly of ferroconcrete fromework elements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU842151A1 true SU842151A1 (en) | 1981-06-30 |
Family
ID=20845272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU792807201A SU842151A1 (en) | 1979-08-06 | 1979-08-06 | Connection assembly of ferroconcrete fromework elements |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU842151A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2472904C1 (en) * | 2011-07-26 | 2013-01-20 | Анатолий Константинович Яксин | Steel-concrete building frame |
| CN113846800A (en) * | 2021-11-16 | 2021-12-28 | 中铁十六局集团电气化工程有限公司 | Prefabricated profile steel horizontal beam and prefabricated floor slab connecting structure and connecting method |
-
1979
- 1979-08-06 SU SU792807201A patent/SU842151A1/en active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2472904C1 (en) * | 2011-07-26 | 2013-01-20 | Анатолий Константинович Яксин | Steel-concrete building frame |
| CN113846800A (en) * | 2021-11-16 | 2021-12-28 | 中铁十六局集团电气化工程有限公司 | Prefabricated profile steel horizontal beam and prefabricated floor slab connecting structure and connecting method |
| CN113846800B (en) * | 2021-11-16 | 2023-02-28 | 中铁十六局集团电气化工程有限公司 | Prefabricated profile steel horizontal beam and prefabricated floor slab connecting structure and connecting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4461130A (en) | Building construction using hollow core wall slabs | |
| US5682717A (en) | Prefabricated support elements and method for implementing monolithic nodes | |
| US4184296A (en) | Prefabricated prismatic structure for building | |
| SU842151A1 (en) | Connection assembly of ferroconcrete fromework elements | |
| US5105589A (en) | Modular tetrahedral structure for houses | |
| US4173102A (en) | Building construction | |
| JPH05311747A (en) | Pole-beam structure | |
| JPS6351226B2 (en) | ||
| GB2268949A (en) | Apertured bricks; assembly using horizontal and vertical tie-members | |
| JPH06193133A (en) | Mixed structure of building mainly made of reinforced concrete | |
| US2817423A (en) | Building construction | |
| GB2044830A (en) | Latticed constructions | |
| JPS5941544A (en) | Ramen prefabricated structure | |
| JPH0375704B2 (en) | ||
| JP2890983B2 (en) | Beam connection structure of PC column | |
| JPH0447737B2 (en) | ||
| RU2052041C1 (en) | Hollow reinforced block | |
| GB2046343A (en) | Stable | |
| GB2212185A (en) | Structural frames and structures incorporating such frames | |
| SU1740524A1 (en) | Ferroconcrete modulus unit of bridge span structure | |
| RU1796765C (en) | Earthquake-proof multistory square in plant building | |
| JP2722209B2 (en) | Precast concrete beams | |
| JPH032435A (en) | Construction method for jointing column and steel frame reinforced-concrete beam to each other | |
| JP2673235B2 (en) | Parallel string reinforcement truss frame structure of building | |
| JP2554535B2 (en) | Steel beam / reinforced concrete column composite construction method |