A review on precast structural concrete walls and connections

Abstract

Extreme events, with natural or manmade causes, such as floods, pandemics and wars, have recently brought the need to provide shelter and field hospitals in a very fast and affordable way. Prefabrication can play an relevant role in this context, by offering several advantages compared to on-site construction. The precast structural wall system is a paradigmatic example of how precast structural members can contribute to speed up construction and reduce costs. A new research project was defined to develop with the aim of delivering a new product, a precast structural concrete wall system, where the design of the wall itself and connections are key, keeping in mind not only the above requirements, but also the new demands created by the recent challenges of the construction sector. To reach this goal, first is necessary to survey the existing commercial solutions and developed by researchers and analyse the main scientific and technical documents about precast structural wall systems. Herein, a comprehensive review is presented, aiming at identifying the most relevant aspects regarding precast structural concrete walls and connections. The main advances made in the past and that are being developed in the present are also highlighted. The growing concerns of the prefabrication sector about durability and sustainability were identified as mandatory for new generation of products. To produce prefabricated solutions with less environmental impact is required, beyond the optimization related with cement consumption, connections that are easier to use, to maintain and that allow disassembly, for future deconstruction and reuse. So, innovative improvements are proposed, namely, dry connections and concrete composite walls to be addressed in future work, with the goal of correcting some of the drawbacks found in existing solutions.

Experimental and Numerical Investigation on Flexural Strengthening of Precast Concrete Corbel Connections with Fiber-Reinforced Plastic Sheet

“…These connections are broadly categorized into two types: wet and dry connections [10,11]. Wet connections involve the use of protruding reinforcement bars from the precast concrete components and the application of cast-in-place concrete [12]. These connections exhibit a seismic performance akin to monolithic joints, demonstrating good energy dissipation and bearing capacity [13].…”

The Cyclic Performance and Macro-Simplified Analytical Model of Internal Joints in RC-Assembled Frame Structures Connected by Unbonded Prestressed Strands and Mortise-Tenon Based on Numerical Studies

“…The widespread applications and associated research into the assembled frame structures primarily stem from their characteristics, such as extensive engineering applicability and outstanding structural performance [2,3]. The connection performance of joints plays a crucial role in the seismic performance of assembled structures, and assembled structure connections can be categorized in different ways [4][5][6][7][8]. Connections can be categorized into equivalent cast-in-place connections and non-equivalent cast-in-place connections based on the different resistance modes.…”

Investigation on Seismic Behavior of a Novel Precast Shear Wall System with Different Infill Wall Constructions

“…Güllü et al [8,9] employed various numerical and finite element models to simulate errors, with these models representing different dynamic effects and the practical application area of Fourier spectrum calculations. At present, shear wall systems integrated into building structures exhibit noteworthy lateral stiffness, adeptly meeting the structural demands of high-rise buildings, and have found widespread application in precast concrete structure systems [10][11][12].…”