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III. EUROPEAN CONFERENCE ON SCIENCE, ART & CULTURE
                                          ECSAC’18 – NORTHERN CYPRUS
                                             Gazimağusa, October12-14, 2018


                                                                                                                OP-47
               AN APPROACH TO THE USE OF PUMICE AGGREGATED LIGHTWEIGHT
                       CONCRETE MASONRY BLOCK MEMBERS WITH DIFFERENT
                  GEOMETRIC DESIGN FEATURES IN CYPRUS CLIMATE CONDITIONS


                                        Lütfullah GÜNDÜZ , Şevket Onur KALKAN       1
                                                           1

                  1 Department of Civil Engineering, Izmir Katip Çelebi University, Izmir, Turkey,



                  The production of lightweight concrete masonry units transitioned from a hand cast process to a highly automated
               one during the past 100 years. Single molds compacted by hand gave way to ganged molds that travel on assembly
               lines in high-tech manufacturing facilities. These changes have also led to excellent quality control and uniformity
               of units. Concrete masonry units are manufactured from very dry, stiff concrete mixtures. The “no-slump” or “low-
               slump” material is placed into molds, vibrated and compacted, and demolded quickly. Units are stiff enough to hold
               their shape as they enter the curing chamber. Afterwards, they are palletized and readied for shipping. They could be
               manufactured, adding to local economies and meeting sustainable criteria for availability. Lightweight cellular hollow
               concrete block is a type of masonry unit manufactured by precast technique. It is produced by the mixing of Portland
               cement and different lightweight aggregate types for building applications. These types of blocks are lightweight and
               being frequent cellular hollow cleavages, give excellent thermal and acoustic performance, fire resistance and high
               weathering resistance to the buildings.
                  Energy efficiency construction is an important consideration today and for the future. The affordability of residential,
               commercial and industrial construction is directly related to the energy efficiency of major construction materials. In
               order to provide high energy efficiency for a masonry block design, as well as using aggregate type in the concrete
               mixture is an important factor, geometrical forms and cellular hollow shapes of the masonry are also very important
               basic factors. Differ the cellular hollow shape provides a good ability to thermal comfort of the masonry block, because
               insulating values are a function of geometrical hollow shapes. Evaluating the different cellular hollow shapes in a
               masonry design is an acceptable methodology to reach a very low thermal conductivity values for lightweight non-load
               bearing masonry blocks. In this paper, a series of different cellular hollow shape such as rectangular, quadratic, circular,
               triangular, ellipsoid etc, will be analysed for the effects of technical aspects of masonry block designs to ensure excellent
               thermal performance in a cost competitive wall system. Some case study experiences on cellular hollow shape effects
               will also be discussed to suitability of Cyprus regional thermal insulation requirements according to Turkish national
               standard of TS 825.
                  Keywords: Cellular hollow shape, Lightweight, Masonry Block, Thermal insulation, Propery.
































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