RU2009135933A - METHOD FOR BUILDING HIGH storey and multi-storey buildings MATERIALS OF LOW AND HIGH STRENGTH COMPRESSIBILITY (PANEL UNITS FROM LUNG AND cellular concrete HOLLOW CERAMIC AND SILICATE blocks, bricks, natural stones sawn or regular shape of volcanic tuff, shell rock, ETC.) - Google Patents
METHOD FOR BUILDING HIGH storey and multi-storey buildings MATERIALS OF LOW AND HIGH STRENGTH COMPRESSIBILITY (PANEL UNITS FROM LUNG AND cellular concrete HOLLOW CERAMIC AND SILICATE blocks, bricks, natural stones sawn or regular shape of volcanic tuff, shell rock, ETC.) Download PDFInfo
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- RU2009135933A RU2009135933A RU2009135933/03A RU2009135933A RU2009135933A RU 2009135933 A RU2009135933 A RU 2009135933A RU 2009135933/03 A RU2009135933/03 A RU 2009135933/03A RU 2009135933 A RU2009135933 A RU 2009135933A RU 2009135933 A RU2009135933 A RU 2009135933A
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- Prior art keywords
- columns
- walls
- belts
- blocks
- storey
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Abstract
Способ строительства высоких одноэтажных и многоэтажных зданий из штучных материалов невысокой прочности и повышенной сжимаемости (панели и блоки из легких и ячеистых бетонов, пустотелые керамические и силикатные блоки, кирпич, природные камни пиленые или правильной формы из туфа, ракушечника и т.п.), заключающийся в постепенной или поэтажной передаче нагрузок от стен, заполнений проемов, перекрытий - для сборных перекрытий через располагаемые по их контуру обвязочные пояса - на колонны, диафрагмы жесткости, выполненные из более прочных и менее деформативных материалов (монолитный железобетон, омоноличенный металл) в вертикальных пустотах, образованных при строительстве стен из вышеуказанных панелей, блоков, камней, отличающийся монолитностью, сейсмостойкостью, благодаря использованию пустот в стенах в качестве несъемной опалубки для колонн, диафрагм жесткости, обвязочных поясов и небольшой разнице в предельной относительной деформации колонн и стен в пределах высоты этажа, отсутствием горизонтальных усадочных трещин или заполняемых монтажной пеной швов под обвязочными поясами, выполняемыми в уровне перекрытий и покрытий, благодаря замоноличиванию (или омоноличиванию) колонн, диафрагм жесткости, обвязочных поясов по мере возведения стен. The method of building tall one-story and multi-story buildings from piece materials of low strength and increased compressibility (panels and blocks of light and cellular concrete, hollow ceramic and silicate blocks, brick, natural sawn or regular stones from tuff, shell rock, etc.), consisting in the gradual or floor transfer of loads from walls, filling openings, ceilings - for prefabricated ceilings through strapping belts arranged along their contour - to columns, stiffness diaphragms made of more durable less deforming materials (monolithic reinforced concrete, monolithic metal) in vertical voids formed during the construction of walls from the above panels, blocks, stones, characterized by monolithicity, earthquake resistance, due to the use of voids in the walls as permanent formwork for columns, stiffness diaphragms, strapping belts and a small the difference in the ultimate relative deformation of the columns and walls within the height of the floor, the absence of horizontal shrinkage cracks or seams filled with mounting foam GOVERNMENTAL belts being performed at the level of floors and coatings, due to embedment (or grouting) columns, stiffening diaphragms, belts strapping as walling.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| RU2009135933/03A RU2424402C2 (en) | 2009-09-28 | 2009-09-28 | Method to build high single-storey and multi-storey buildings of piece materials of low strength and high compressibility (panels and blocks of light and cellular concretes, hollow ceramic and silicate blocks, bricks, sawn natural stones or stones of regular shape from tuff, shell rock, etc) |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| RU2009135933/03A RU2424402C2 (en) | 2009-09-28 | 2009-09-28 | Method to build high single-storey and multi-storey buildings of piece materials of low strength and high compressibility (panels and blocks of light and cellular concretes, hollow ceramic and silicate blocks, bricks, sawn natural stones or stones of regular shape from tuff, shell rock, etc) |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| RU2009135933A true RU2009135933A (en) | 2011-04-10 |
| RU2424402C2 RU2424402C2 (en) | 2011-07-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| RU2009135933/03A RU2424402C2 (en) | 2009-09-28 | 2009-09-28 | Method to build high single-storey and multi-storey buildings of piece materials of low strength and high compressibility (panels and blocks of light and cellular concretes, hollow ceramic and silicate blocks, bricks, sawn natural stones or stones of regular shape from tuff, shell rock, etc) |
Country Status (1)
| Country | Link |
|---|---|
| RU (1) | RU2424402C2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| LT6429B (en) | 2016-12-15 | 2017-07-25 | Dan Sofer | Self centrating structural load holding construction elements and method using them improving by structural grid without use of glue |
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2009
- 2009-09-28 RU RU2009135933/03A patent/RU2424402C2/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| RU2424402C2 (en) | 2011-07-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MM4A | The patent is invalid due to non-payment of fees |
Effective date: 20180929 |