FIELD: construction.
SUBSTANCE: method for erection of foundation slab of framed structure includes foundation preparation, arrangement of curb onto prepared foundation, installation of reinforcing grid, its fixation, concreting. Foundation is prepared by filling of gravel layer and a layer of sand over it and laying of hydraulic insulation, for instance PVC film, afterwards lower part of foundation slab of framed structure is shaped by installation of enclosing curb made of concrete, for instance onto hydraulic insulation, arrangement of reinforcing grid limited by enclosing curb along perimetre, fixation of reinforcing grid, for instance by means of welding, transverse and longitudinal axial marking of reinforcing grid into squares, for instance 2.0×2.0 m, in angles of which, perpendicularly to reinforcing grid, reinforcement is installed and fixed, for instance, by means of welding, with length equal to design thickness of foundation slab of framed structure. Concreting of reinforcing grid down to required thickness, with further installation of multiuse curb blocks onto concreted surface in centre of marked squares in number sufficient to fill three first rows perpendicularly to longitudinal axis of foundation slab of framed structure, concreting is performed in two stages, at the first stage space is concreted between enclosing curb, the first and partially second rows of blocks, afterwards concrete should mature to state, when its surface still is adhesive enough for connection with the following portion of concrete to form monolithic structure. At the second stage remaining part of the second and partially third rows of multiuse curb blocks is concreted, after hardness is achieved that excludes concrete breakage, when multiuse curb blocks are withdrawn. The first row of blocks is withdrawn and installed in the fourth row, concreting is continued till final formation of framed structure area. Cells, which are not filled with concrete, produced by blocks of multiuse curb, are closed with reinforced concrete covers, and upper part of foundation slab of framed structure is arranged by laying of reinforcing grid onto produced surface limited along perimetre by enclosing curb, fixation of reinforcing grid, its connection, by means of welding, with outlets of reinforcement of lower part of foundation slab of framed structure and concreting down to required thickness.
EFFECT: reduced material intensity and labour intensity, improved strength and reliability of design.
3 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR DAMP-PROOFING OF BELOW-GRADE BUILDING | 2006 |
|
RU2333321C1 |
UNDERGROUND STRUCTURE CONSTRUCTED IN FOUNDATION PIT AND METHOD OF CONCRETING | 1997 |
|
RU2131496C1 |
CONSTRUCTION METHOD FOR BRIDGE OR OVERPASS | 2002 |
|
RU2251604C2 |
METHOD OF CONSTRUCTING FOUNDATION SLABS AND FLOOR SLABS OF SUBSURFACE PARTS OF BUILDINGS | 2007 |
|
RU2347867C2 |
CONSTRUCTIVE AND TECHNOLOGICAL SOLUTION FOR FOUNDATION OF INTERMEDIATE SUPPORT OF HIGH PILE WORK TYPE CONSTRUCTED IN TEMPORARY ENCLOSING STRUCTURE | 2023 |
|
RU2807350C1 |
METHOD OF BLOCK-MODULAR CONSTRUCTION OF STRUCTURES IN PITS | 2023 |
|
RU2811514C1 |
METHOD FOR REPAIR OF HYDRAULIC STRUCTURES AND STRUCTURES IN THE ZONE OF VARIABLE WATER HORIZON | 2021 |
|
RU2766349C1 |
METHOD FOR ERECTION AND RECONSTRUCTION OF BUILDINGS AND PRODUCTION OF ARTICLES FROM COMPOSITE MATERIALS MAINLY OF CONCRETE FOR ABOVE PURPOSES | 1996 |
|
RU2107783C1 |
LIQUEFIED NATURAL GAS UNDERGROUND STORAGE (LNG US) | 2011 |
|
RU2468282C1 |
ARCH STRUCTURE | 1991 |
|
RU2021435C1 |
Authors
Dates
2010-01-20—Published
2008-05-27—Filed