Facility refurbishment and interior reinforcement

Table of Contents
Table of Contents

When renovating facilities or reinforcing interiors, it is necessary to carry out demolition, renewal, and expansion in stages while ensuring the safety of existing structures. This must be done under constraints such as maintaining business operations, taking into account surrounding traffic, and preserving historical elements. In particular, shoring plans that use shoring props and jacks are factors that influence the flexibility of the construction schedule and the safety of the site.

This article summarizes case studies on facility refurbishment and interior reinforcement construction.

Case of Refurbishment of Existing Urban Buildings Involving a Change of Use

事例画像1
Image Source: Mabey Hire Official Website
https://www.mabeyhire.co.uk/case-studies-page/

This is a case study of a temporary support plan designed to provide continuous support from the basement to the top floor, as part of a project to convert an old warehouse building into a residence.

Prior to the removal of the existing core and the demolition of the elevator shafts, lateral shoring to restrain building torsion and back-propping of floor slabs at each level were installed to take over and support the loads from above.

The primary shoring props and jacks on-site are a combination of Mabey Hire’s Mass50, Mass25, and System160, supplemented with hydraulic Hymat jacks.

The use of a composite shoring prop system allowed large-scale underground foundation casting and the demolition and reinforcement of the upper structure to proceed simultaneously.

Case of Urban Redevelopment Involving the Preservation of Historic Facades

事例画像2
Image Source: Mabey Hire Official Website
https://www.mabeyhire.co.uk/case-studies-page/

In this case study, office development needed to proceed while preserving the facades of the historic building. One of the requirements was also not to close the major one-way road to traffic. A facade retention system was adopted to allow the shoring on the facade side to be self-supporting, resulting in a retention scheme with a total capacity of 175 tons.

By minimizing the width of the shoring and adopting a seesaw-like structural configuration that utilizes the self-weight of the facade, the need for excessive kentledge (counterweights) was eliminated. This approach successfully minimized road occupation.

Case of the Extension and Internal Reinforcement of a Historic Building

事例画像3
Image Source: Mabey Hire Official Website
https://www.mabeyhire.co.uk/case-study/building-the-future-while-preserving-the-past-with-facade-retention/

This is a case study on the extension of a historic building. For the extension, a complex shoring system was required to simultaneously protect the existing facades and roof. The construction team adopted a layout that installed tower-shaped shoring props inside the building to support the roof load while also ensuring retention of the surrounding facade.

The central product used in this case study was Mabey Hire’s Mass25, which is characterized by its flexible on-site optimization achieved by combining prefabricated modules. It is capable of supporting up to 340 kN per prop.

Assembling the shoring tower inside the building made it easier to ensure passageways and workspaces at the site. It also contributed to reducing the amount of steel used and alleviating congestion.

3 Recommended
Shoring Props
for Various Site Conditions
3 Recommended
Shoring Props
for Various Site Conditions
For Sites with Frequent Short-TermInstallation and Removal
  • Reinforced Concrete Construction in Urban Areas
  • Detached House Construction
  • Construction Equipment Rental Business
ForbuildAlpa
Alpa

Source: https://www.forbuild.co.jp/material/alpa.php

Unit
Weight
8.9/11.1 kg
Load
Capacity
19.0~36.0 kN*
Material Aluminum
Max
Length
3,490mm

*When the upper end is fixed to timber and the lower end to concrete

  • Weighing only 8.9 kg*, this prop significantly reduces handling effort and improves efficiency for manual installation and removal on short-duration sites.
  • Made of lightweight, corrosion-resistant aluminum, it withstands repeated use without damage—minimizing repair and disposal costs.

*Based on the ARPA 45 model.

For Sites Requiring Fine Adjustment Under Load
  • Construction Equipment Rental Business
  • Creating New Openings
  • Demolition Sites
PERIFlex Heavy-Duty
Prop HD
PERI

Source: https://www.peri.ltd.uk/products/peri-up-flex-heavy-duty-prop-hd.html

Unit
Weight
91.03~265.98kg
Load
Capacity
Up to 200 kN
Material Steel
Max
Length
Approx.8,330mm

https://www.peri.ltd.uk/dam/jcr:cb5a5bf0-8e05-4d70-b6fd-780f3cf91333/peri-up-flex-hd-prop.pdf

  • The hydraulic cylinder mechanism allows for controlled adjustment even under load, enabling fine-tuning as construction progresses.
  • Pre-applied prestress supports the self-weight of beams and slabs, along with live loads, helping to prevent dangerous collapse during dismantling.
For Sites with Long-Term Outdoor Installations
  • Bridge Construction
  • Tunnel Excavation
  • Port Facility Construction
AltradTetrashor
Altrad

Source: https://www.altrad-coffrage.com/en/solutions/shoring/props/tetrashor.html

Unit
Weight
Approx. 131–159 kg
Load
Capacity
Up to 400 kN*
Material Hot-Dip Galvanized High-Tensile Steel
Max
Length
17,000mm*

*Applicable to single-leg prop configuration onl

  • Made of high-strength steel with key components hot-dip galvanized for enhanced durability, this prop is built to withstand long-term outdoor use.
  • Its integrated modular design resists lateral forces, minimizing horizontal displacement and tilting—offering stability against weather and seismic risks during extended installations.