Construction monolithic module of reinforced concrete (variants)

Abstract

The invention relates to a construction field and concerns embodiments of a construction monolithic module of reinforced concrete, the module consists of vertical columns which are connected by lower and upper longitudinal and transverse crossbars, and floor and ceiling elements which are formed by horizontal floorings between the lower and upper crossbars and the columns. According to the invention, the columns are made with a L-shaped cross section and oriented with their corners outwardly, the crossbars are connected to the columns flush with their external surface, beams are arranged between the crossbars and connected to a lower surface of the horizontal floorings and internal surfaces of the longitudinal crossbars as well as equally spaced from each other and from the transverse crossbars. A height of the cross section of the beams is smaller than a height of the cross section of the crossbars, a height of the cross section of the upper crossbars is greater than a height of the cross section of the lower crossbars, and a thickness of the horizontal flooring of the ceiling element is smaller than a thickness of the horizontal flooring of the floor. The columns have support portions which protrude outside the floor elements, and the power portion of the floor element is provided with at least four symmetrically arranged intermediate supports which are secured on the power portions of the longitudinal crossbars within gaps between the beams, as well as equally spaced from the vertical columns and from each other, wherein a height of the intermediate supports is the same as a height of the support portions of the columns. According to a second embodiment of the invention, the support portions of the columns and the ceiling element are equipped with mechanical fixation elements in points of connection to the columns.

1 . A construction monolithic module of reinforced concrete that comprises vertical columns that are connected by lower and upper longitudinal and transverse crossbars, and floor and ceiling elements that are formed by horizontal floorings between the lower and upper crossbars and the columns, wherein the vertical columns are provided with a L-shaped cross section and oriented with their corners outwardly, and the crossbars are connected to the columns flush with their external surface, beams are arranged between the crossbars, the beams are connected to a lower surface of the horizontal floorings and to internal surfaces of the longitudinal crossbars, and equally spaced one from another and from the transverse crossbars, and a height of a cross section of the beams is smaller than a height of a cross section of the crossbars, a height of the cross section of the upper crossbars is greater than a height of the cross section of the lower crossbars, and a thickness of the horizontal flooring of the ceiling element is smaller than a thickness of the horizontal flooring of the floor;
 the L-shaped columns have support portions that protrude outside the floor elements; and   a lower portion of the floor element is provided with at least four symmetrically arranged intermediate supports that are secured on the lower portions of the longitudinal crossbars within gaps between the beams, as well as equally spaced from the vertical columns and one from another, wherein a height of the intermediate supports is the same as a height of the support portions of the L-shaped columns.   
     
     
         2 . The construction module according to  claim 1 , wherein the height of the support portions of the vertical columns and of the intermediate supports is 0.2-0.4 of the column length. 
     
     
         3 . The construction module according to  claim 1 , wherein a total area of the cross section of the intermediate supports is equal to an area of the cross section of the L-shaped column. 
     
     
         4 . The construction module according to  claim 1 , wherein the L-shaped columns are equipped with mechanical fixation elements at least in the support portions. 
     
     
         5 . The construction module according to  claim 1 , wherein a distance between the beams is 0.10-0.20 of the length of the longitudinal crossbeams, and the length of the transverse crossbars is 0.4-0.75 of the length of the longitudinal crossbars, while a distance between the ceiling and floor elements is not more than the length of the transverse crossbars. 
     
     
         6 . The construction module according to  claim 1 , wherein a thickness of the horizontal flooring of the ceiling element is 0.4-0.65 of a thickness of the horizontal flooring of the floor element. 
     
     
         7 . A construction monolithic module of reinforced concrete that comprises vertical columns that are connected by lower and upper longitudinal and transverse crossbars, and floor and ceiling elements that are formed by horizontal floorings between the lower and upper crossbars and the columns, wherein the vertical columns are provided with a L-shaped cross section and oriented with their corners outwardly, and the crossbars are connected to the columns flush with their external surface, beams are arranged between the crossbars, the beams are connected to a lower surface of the horizontal floorings and to internal surfaces of the longitudinal crossbars, and equally spaced one from another and from the transverse crossbars, and a height of a cross section of the beams is smaller than a height of a cross section of the crossbars, a height of the cross section of the upper crossbars is not less than a height of the cross section of the lower crossbars, and a thickness of the horizontal flooring of the ceiling element is smaller than a thickness of the horizontal flooring of the floor;
 the L-shaped columns have support portions that protrude outside the floor elements,   and the support portions of the L-shaped columns and the ceiling element are equipped with mechanical fixation elements in points of connection to the L-shaped columns,   a lower portion of the floor element is provided with at least four symmetrically arranged intermediate supports that are secured on the lower portions of the longitudinal crossbars within gaps between the beams, as well as equally spaced from the vertical columns and one from another, wherein a height of the intermediate supports is the same as a height of the support portions of the L-shaped columns.   
     
     
         8 . The construction module according to  claim 7 , wherein the mechanical fixation elements are metal embedded parts for a welded joint. 
     
     
         9 . The construction module according to  claim 7 , wherein the mechanical fixation elements are metal embedded parts for a threaded joint. 
     
     
         10 . The construction module according to  claim 7 , wherein the mechanical fixation elements are concrete keys between the columns and the crossbars. 
     
     
         11 . The construction module according to  claim 7 , wherein the height of the support portions of the vertical columns and of the intermediate supports is 0.2-0.4 of the column length. 
     
     
         12 . The construction module according to  claim 7 , wherein a total area of the cross section of the intermediate supports is equal to an area of the cross section of the L-shaped column. 
     
     
         13 . The construction module according to  claim 7 , wherein a distance between the beams is 0.10-0.20 of the length of the longitudinal crossbeams, and the length of the transverse crossbars is 0.4-0.75 of the length of the longitudinal crossbars, while a distance between the ceiling and floor elements is not more than the length of the transverse crossbars. 
     
     
         14 . The construction module according to  claim 7 , wherein a thickness of the horizontal flooring of the ceiling element is 0.4-0.65 of a thickness of the horizontal flooring of the floor element.