Abstract: The invention describes improved mortar compositions that can reach compressive strength values up to six times more than the obtained ones by conventional mortars at the first hours of setting, as well as up to three times more at 28 days of setting. Cementitious materials, such as Portland cement and clinker of Portland cement were refined in a high energy mill until reaching the greater fineness possible (100%<10, um) to obtain a material with greater mechanical resistance by compression that those that are reached with normal cement. The compositions of the invention containing the refined cementitious material as well as refined and suitably distributed sand, develop compressive strengths substantially higher (greater to 100 MPa).

Abstract: The present invention describes improved cellular compositions that contain anhydrite that reaches high compression resistance values, of the order of 110 to 138 Kg/cm2, as well as methods of obtaining of these. The obtained cellular materials with the compositions of the invention can be used like constructive structural materials, and without they present the problems commonly associate to the anhydrous calcium sulphate presence in similar materials.

Abstract: A new pozzolanic material basically conformed of microsilica with a minimum of silica of 85% in its composition is described, where the silica of the material is conformed mainly of cristobalite and tridimite. Unlike microsilica conformed basically of quartz, the microsilica of the invention exhibits greater pozzolanic indexes and provides improved characteristics of durability to concrete cements and in smaller proportions. Also simple and low consumption energy methods for obtaining the pozzolanic material of the invention are described.

Abstract: A new monolithic module structure for construction and its manufacture method to build monolithic constructions. The monolithic modules can be easily-transported and easily arranged on the conceived site for the construction of the edification. The method comprises the stages of: a) manufacture of the necessary number of harnesses for the fabrication of modules and panels; b) manufacture of modules, where the foundations are fabricated over which the module exterior walls will be manufactured; c) manufacture of panels and flat roofs and of interior panels, if required, simultaneously to the modules; d) integration of interior panels into the modules; e) assembly of the flat roof over the module walls; f) transport and storage of the already assembled module for its commercialization and distribution. The method permits to obtain construction modules at high volumes to be used for diverse constructions.