Prestressed Flat Slab

Large Basement Prestressed Slab

Huizhou, Guangdong, China

Official contract, structure and delivery conditions published
Published ReferenceHuizhou Mingshang Garden Basement Prestressing Works
LocationHuizhou, Guangdong, China
SectorPrestressed Flat Slab
Evidence StatusOfficial contract, structure and delivery conditions published

Project Context

An Academy-published contract for prestressing works to the basement level-one slab and roof-level podium slab of a large development in Huidong. The public article identifies the structural system, prestressed-slab extent, programme constraints and coordination demands.

Verified Project Facts

The following information comes directly from Academy project pages or official project articles. Unpublished data is not inferred.

Published scopeBasement level-one slab and roof podium prestressing works
Gross floor area141,914.72 m²
Site area25,546.9 m²
Structural systemsFrame-shear wall towers and frame basement
Prestressed slab extentRelevant basement areas outside the main-building roof footprints
Contracting partiesFujian Jianke Engineering Technology Co., Ltd. and China Construction Fulin Group Huidong Branch

Engineering Challenge

The development has a gross floor area of 141,914.72 m². Except for the basement roof within the main-building footprints, the remaining relevant areas use prestressed large slabs. The published article describes a large, widely distributed prestressing scope, complex structural interfaces, high accuracy requirements and a tight programme.

Engineering Approach

The published delivery plan emphasises safety controls, method optimisation, rational construction sequencing and coordination across trades. For distributed basement slabs, these controls need to be translated into tendon zones, pour boundaries, stressing access and hold points that can be followed on site.

What It Demonstrates

The reference demonstrates the ability to organise a large and distributed prestressed-slab package outside Fujian, with project-specific structural and delivery constraints openly documented. It is a stronger technical proof point than a project-title-only reference.

Evidence Source

Academy official project article

All project facts above are taken from the Academy's official article dated 26 February 2024. The article announces the contract and delivery plan; it is not presented as a completion report.

View official source

Planning a similar project?

Discuss Your Project