SISGEO SRL’s Post

DOMAT Plantas de Concreto in Mining: Power and Precision 💪 From San Agustín, Peru, we present the essence of DOMAT, where we design custom equipment, adjusting to the needs of any work, even mining (look at the horizontal #cement silo)! Each DOMAT machine is a customized solution, delivering unmatched power and exceptional precision on every project. We are the answer to the challenges of construction in all of the Americas, bringing #concrete excellence to every corner of the continents. This video is our new presentation badge from San Agustin, Peru! Visit us at World Of Concrete, #woc2024, Booth N536 #readymixconcrete #readymix #batchingplant #construction #FloridaConstruction #TexasConstruction #GeorgiaConstruction #realestate #FloridaRealEstate #TexasRealEstate #GeorgiaRealEstate #property #contractors #architecture #constructionmanagement #structuralengineering #realtor #bim #buildingmaterials #cement #Concrete #ConcreteConstruction #contractor #ConstructionIndustry

💥The Rock Quality Designation (RQD) is an index widely used in geotechnics and rock mechanics to characterize the quality of rock masses. It measures the degree of jointing or fracture in a rock mass, expressed in percentage. ✅RQD is defined as the percentage of intact core pieces longer than 100 mm (4 inches) in the total length of core. 👍The core should be at least NW size (54.7 mm or 2.15 inches in diameter) and should be drilled with a double-tube core barrel. ✅RQD is important in various applications, such as: 1️⃣Estimating rock load factors and rockbolt requirements in tunnels. 2️⃣Assessing the soundness of rock and the damages caused due to weathering. 3️⃣Classifying rock masses as very poor, poor, fair, good, or very good. ✅The RQD index is calculated by taking a rock core sample from a borehole and measuring the lengths of all sound rock pieces. Only those pieces of rocks are considered that are hard and good quality. Weathered rocks that do not meet soundness requirements and whose lengths are not greater than 25% are not included in the calculation. ✅Some key points about RQD include: 👉RQD of 75% or more indicates good quality hard rock, while less than 50% indicates low quality weathered rock. 👉RQD is used in various rock classification systems for engineering purposes, such as those developed by Bieniawski (1973) and others. 👉The RQD index has been in use for over twenty years and has been applied in numerous consulting jobs involving tunnels and shafts. 💯#Management #Future of #Artificialintelligence and #Technology #Innovation in #India

Nice video of disc filter in operation but what I see is poor cake release despite a dry cake… and filtered material turning back to slurry… I would recommend a filter media from Clear Edge Filtration with better release properties such as monofilament polyamide cloth, and to increase the air blow pressure, to ensure better performance

A very interesting video about its construction and the challenges engineers faced when building a dam that holds the title of the "largest energy producer on planet Earth." Here are some curious facts about this mega engineering project: -The volume of concrete used in the construction of the hydroelectric power plant (12.7 million m³) would be enough to build 210 soccer stadiums the size of the Maracanã in Rio de Janeiro. -The amount of iron and steel used would allow the construction of 380 Eiffel Towers. -The height of the main dam (196 meters) corresponds to the height of a 65-story building. -The maximum flow rate of the spillway at Itaipu (62.2 thousand cubic meters per second) is 40 times higher than the average flow rate of the Iguazu Falls (1,500 cubic meters per second). -The energy produced by Itaipu in 2016 would be enough to supply the world's electricity consumption for two days; or to satisfy the energy needs of a country like Argentina for more than a year, or to supply Paraguay for twelve years. The video: https://lnkd.in/drbsEx_a

Test Tekla API - Create Beam Enfoque modular para generar múltiples vigas en dirección del eje Y, aplicando propiedades estandarizadas. Se maneja la actualización de propiedades de las vigas existentes sin duplicar elementos, optimizando el flujo de trabajo. #Tekla #API #Beams

Sichtbetondecke in Weisszement - Soffitto a vista in cemento bianco

The world of construction and demolition is among the sectors that generate the largest volumes of waste in Europe. MagFace was created to revolutionize the installation, flooring , surfaces and cladding industry. In this video we want to show you how eco-friendly the MagFace system is . MagFace contribute to * Major RESPECT of our PLANET * and *ENVIRONMENTAL SUSTAINABILITY* ,supporting a path of renewal for our and future generations. And what do you think?

Progetto di Venezia Nord: work in progress.  Dime per le fondazioni dei pilastri stoccate in cantiere… pronti per partire con la struttura portante!  • North Venice project: work in progress. Templates for the pillar foundations stored on site... ready to start with the supporting structure. #SFCM #constructionmanagement #workinprogress #work #cantiere #constructionsite #Venezia #Venice

Columna fuerte, viga débil - Condición de ductilidad - EN 1998-1 EN 1998-1:2004 - 4.4.2.3 Global and local ductility condition: (3)P In multi-storey buildings formation of a soft storey plastic mechanism shall be prevented, as such a mechanism might entail excessive local ductility demands in the columns of the soft storey. (4) Unless otherwise specified in Sections 5 to 8, to satisfy the requirement of (3)P, in frame buildings, including frame-equivalent ones as defined in 5.1.2(1), with two or more storeys, the following condition should be satisfied at all joints of primary or secondary seismic beams with primary seismic columns: ∑M_RC ≥ 1.3∑M_RB (4.29) where ∑M_RC is the sum of the design values of the moments of resistance of the columns framing the joint. The minimum value of column moments of resistance within the range of column axial forces produced by the seismic design situation should be used in expression (4.29); and ∑M_RB is the sum of the design values of the moments of resistance of the beams framing the joint. When partial strength connections are used, the moments of resistance of these connections are taken into account in the calculation of ∑M_RB. NOTE A rigorous interpretation of expression (4.29) requires calculation of the moments at the centre of the joint. These moments correspond to development of the design values of the moments of resistance of the columns or beams at the outside faces of the joint, plus a suitable allowance for moments due to shears at the joint faces. However, the loss in accuracy is minor and the simplification achieved is considerable if the shear allowance is neglected. This approximation is then deemed to be acceptable. [1] EN 1998-1:2004;