SU543717A1 - Construction method - Google Patents
Construction methodInfo
- Publication number
- SU543717A1 SU543717A1 SU2190340A SU2190340A SU543717A1 SU 543717 A1 SU543717 A1 SU 543717A1 SU 2190340 A SU2190340 A SU 2190340A SU 2190340 A SU2190340 A SU 2190340A SU 543717 A1 SU543717 A1 SU 543717A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- formwork
- construction method
- grids
- concrete
- installation
- Prior art date
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
танавливаютс плоские торцовые щиты 11 и поддон 12. Стены 13 обьемно-переставной опалубки выполн ютс двойными дл обеспечени возможности обогрева опалубки.flat end shields 11 and a pallet 12 are tanned. The walls 13 of the volume-adjustable formwork are doubled to ensure the possibility of heating the formwork.
Монолитна балка 6 имеет вертикальные сетки 14, а верхн полка балки - надопор- ные сетки 15, пролетные сетки 1.6.Monolithic beam 6 has vertical grids 14, and the top flange of the beam - nadoporn grids 15, span grids 1.6.
После установки опалубки и монтажа арматуры производитс заполнение опалубки бетоном 17. После твердени бетона блоки опалубки выкатываютс на платформу 18, а после очистки и смазки снова устанавливаютс . После демонтажа опалубки производитс монтаж надземной части здани 19 и навеска наружных стеновых панелей промежуточного этажа 2О.After installation of the formwork and installation of the reinforcement, the formwork is filled with concrete 17. After the concrete has cured, the formwork blocks are rolled out onto the platform 18, and after cleaning and lubrication are installed again. After the dismantling of the formwork, the above-ground part of the building 19 is mounted and the external wall panels of the intermediate floor 2O are hinged.
Описанный способ возведени сооружений позвол ет значительно сократить трудоемкость благодар применению сборных балок и объемно-переставной опалубки и повысить несушую способность и жесткость конструкции благодар созданию в промежуточном этаже коробчатой нлиты.The described method of erection of structures makes it possible to significantly reduce the labor intensity due to the use of prefabricated beams and retractable formwork and to increase the drying capacity and rigidity of the structure due to the creation of a box nlit in the intermediate floor.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU2190340A SU543717A1 (en) | 1975-11-18 | 1975-11-18 | Construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU2190340A SU543717A1 (en) | 1975-11-18 | 1975-11-18 | Construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
SU543717A1 true SU543717A1 (en) | 1977-01-25 |
Family
ID=20637568
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU2190340A SU543717A1 (en) | 1975-11-18 | 1975-11-18 | Construction method |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU543717A1 (en) |
-
1975
- 1975-11-18 SU SU2190340A patent/SU543717A1/en active
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