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Slabjacking. "Slabjacking" is a specialty concrete repair technology. In essence, slabjacking attempts to lift a sunken concrete slab by pumping a substance through the concrete, effectively pushing it up from below. The process is also commonly referred to as "mudjacking" and "pressure grouting.”.
Spray foam. Spray foam insulation extruding from a duct. Spray foam (expanding foam in the UK) is a chemical product created by two materials, isocyanate and polyol resin, which react when mixed with each other and expand up to 30-60 times its liquid volume after it is sprayed in place.
Climbing formwork (crane-climbing): in this type of climbing formwork, the formwork around the structure is displaced upwards with the help of one or more cranes [4] once the hardening of the concrete has proceeded far enough. This may entail lifting the whole section, or be achieved segmentally. Climbing formwork (self-climbing): In this type ...
Autogenous self-healing crack. Self-healing concrete is characterized as the capability of concrete to fix its CRACKS on its own autogenously or autonomously. It not only seals the cracks but also partially or entirely recovers the mechanical properties of the structural elements. This kind of concrete is also known as self-repairing concrete.
Developed at ETH Zürich in collaboration with FenX AG, FoamWork explores how foam 3D printing (F3DP) can produce distinctive shapes for stay-in-place, or temporary and recyclable concrete casting.
Insulating concrete form or insulated concrete form (ICF) is a system of formwork for reinforced concrete usually made with a rigid thermal insulation that stays in place as a permanent interior and exterior substrate for walls, floors, and roofs. The forms are interlocking modular units that are dry-stacked (without mortar) and filled with ...
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F/n = 23 kN per anchor during initial lift (n = 2 lifting anchors) Transport loads in the yard and on-site. Suction due to casting bed adhesion is not considered, as the calculation takes into account the lifting device dynamic coefficient. S = (W x Ksl x Kd) / n = (64.8 x 1.16 x 1.2) / 2 = 45.1 kN load resistance required per anchor.
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