🌍 🌐 English
Case Study

Stadium 974

Deep-pour precision grouting of roof base plates · Doha, Qatar

RefKK-CS-QA-014 LocationDoha, Qatar SectorSports & Leisure Key ProductKingGrout BP80
Project Information
ProjectStadium 974
LocationDoha, Qatar
ClientSupreme Committee for Delivery and Legacy
Main ContractorHBK Contracting
ConsultantsFenwick Iribarren Architects (Spain) · Schlaich Bergermann Partner (Germany) · Hilson Moran (Qatar)
Key ProductKingGrout BP80

Project Overview

Stadium 974 is a groundbreaking venue located near Doha Port and Hamad International Airport. Built for the FIFA World Cup, this 40,000-seat stadium is the world's first demountable and transportable stadium. It features a modular construction using repurposed shipping containers and prefabricated steel elements — setting a global precedent for sustainable sports infrastructure.

A key structural challenge was anchoring the massive steel roof to the reinforced concrete foundation using large base plates and dense bolt configurations. This required a deep-pour grout solution that could flow through tight spaces, remain dimensionally stable under extreme loads, and control heat generation to prevent thermal cracking.

Task at Hand

This task demanded a precision-engineered, deep-pour grout capable of:

  • »Flowing through narrow, congested bolt configurations
  • »Achieving monolithic bonding in deep layers (600 mm)
  • »Maintaining dimensional stability under high structural load
  • »Controlling heat during curing to avoid thermal cracking

The grouting operation was on the critical path, as the steel roof erection depended on the successful, time-bound curing of grout in the shear key zones.

KingKrete Solution

KingGrout BP80

KingKrete recommended KingGrout BP80, a specialized high-performance, non-shrink precision grout engineered for heavy-duty and deep-pour structural applications. It offered exceptional flowability and structural performance, ideal for deep pours, high bolt densities, and significant structural loads.

System and Execution Approach

1
Mock-up Trials

Before site implementation, mock-up trials were conducted to accurately assess grout behaviour, thermal characteristics, bonding integrity, and setting times under simulated conditions.

2
Controlled Layered Pouring

Carefully staged pours in three distinct layers, each with a 90-minute interval to manage heat build-up effectively. This allowed partial thermal dissipation and ensured a monolithic bond across layers, crucial for structural integrity.

3
No Aggregate Use

To maintain consistent flowability through narrow and densely packed anchor bolt configurations, the grout mix excluded aggregates — essential for thorough encapsulation of complex reinforcement arrangements.

4
Continuous Quality Control

Rigorous on-site monitoring ensured precise placement, consistent flow, complete encapsulation, and defect-free curing — critical to structural integrity and long-term performance.

Roof-tie base plate fabrication prior to installation.
Roof-tie base plate fabrication prior to installation.
Base plate with shear key positioned over anchor bolts on site.
Base plate with shear key positioned over anchor bolts on site.

Results

The careful selection of KingGrout BP80 and a meticulously planned phased application fulfilled the project's stringent structural and timing requirements. The grout achieved:

  • »Monolithic, high-strength encapsulation of all base plates and anchor bolts
  • »Exceptional load transfer performance, essential for the stadium's structural integrity
  • »Zero instances of thermal cracking or dimensional instability
600 mmPour depth achieved without aggregates
14 × 40 mmDensest anchor-bolt pattern navigated per plate
5,000 bagsKingGrout BP80 supplied (25 kg each)
Product SuppliedQuantity
KingGrout BP805,000 bags × 25 kg