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CASE STUDY: 3D Concrete Printing a Massive Pergola Structure

  • Apr 29
  • 4 min read

Printing and Installation of a Massive 3DCP Pergola


Project Location: NEOM

Client: Wetland

Project Date: November 2024

Dimensions: 3.2 X 2.8 X 1.85 M

Total Printed Weight: 3.3 Tons


Download the Full Case Study Document: 3D Concrete Printing a Massive Pergola Structure

 


Wetland - 3D Concrete Printing - Massive Pergola

PROJECT DESCRIPTION


CLIENT VISION & PROJECT BACKGROUND


The client required innovative architectural structures to be installed within a wetland environmental project aimed at wastewater treatment and ecological landscaping.


The wetland project is designed to naturally treat wastewater and reuse it for irrigation and plantation purposes, supporting the client’s goal of environmental sustainability and circular water management.


Wetland NEOM - 3D Concrete Printing - Massive Pergola

To align with this sustainability vision, the client explored advanced construction technologies - Concrete 3D Printing.


As part of the site development, the client requested several 3D printed elements including:


  • Pergolas

  • Outdoor furniture

  • Seating elements

  • Tables and landscape structures


This case study focuses specifically on the design, printing, and installation of the 3D printed pergola.



DESIGN STRATEGY


STRUCTURAL DESIGN APPROACH


The pergola structure presented a unique engineering challenge, the upper portion of the pergola extends outward significantly, creating high overhang forces post-printing handling and post-installation.


Additionally, the structure needed to be flipped after printing, which required careful consideration of:


  • Structural stability

  • Layer bonding strength

  • Safe lifting provisions


Wetland NEOM - 3D Concrete Printing - Massive Pergola

Overlap Layer Printing Strategy

To improve structural integrity, the designer implemented a overlap layer methodology.


Instead of printing a single continuous wall layer:

  • Each printing layer was composed of three overlapping sub-layers, creating an interlocking bonding pattern.


Benefits of this method:

  • Improved layer-to-layer adhesion

  • Increased structural integrity


Integrated Lifting Base Design

A special base platform was designed as part of the print.


Functions of the base:

  • Provides lifting points for post-printing handling

  • Serves as a stable ground leveling platform

  • Ensures safe transportation and installation


Printing sequence:

  • First, the 3-layer base platform was printed

  • The pergola structure was printed on top of the base


Overhang Challenge

Typical 3D concrete printing systems safely support overhang angles up to approximately 20°.


However, the pergola design included overhang angles reaching approximately 40°, which could not be resolved purely through design modification.


Therefore, the overhang challenge was addressed through specialized printing techniques, discussed in the next section.


Wetland NEOM - 3D Concrete Printing - Massive Pergola


PRINTING STRATEGY


Polymer Fiber Mesh Reinforcement


To support the 40° overhang geometry, a polymer-fiber mesh was inserted during printing. Application method:

  • Installed every 5 printed layers

  • Mesh connected both sides of the structure

  • Provided additional support to prevent layer collapse


This approach significantly improved the tensile support and stability of the overhanging section.


Wetland NEOM - 3D Concrete Printing - Massive Pergola

Rebar Reinforcement

Additional reinforcement was provided using 4 mm bent rebars.

Installation strategy:

  • Installed every 5 layers

  • Positioned on both sides of the print

  • Connected layers across the structure


Epoxy Bonding Enhancement

For enhanced layer bonding, Sikadur epoxy adhesive was applied. Application frequency:

  • Applied every 10 printed layers


Multi-Day Printing Strategy

Due to the significant weight of 3.3 tons, printing the entire structure in a single day would have introduced risks related to insufficient curing and structural deformation.


Therefore, the printing was conducted over three days. Procedure:

  • Printing paused at the end of each day

  • Structure allowed to partially cure overnight


Next day, a dry run was performed to verify:

  • Printer alignment

  • Level accuracy

  • Layer matching


Before resuming printing:

  • A full layer of Sikadur bonding epoxy was applied.


Wetland NEOM - 3D Concrete Printing - Massive Pergola

Critical Decision Making During Printing

Real-time decision making played a crucial role in the project. During Day 2 of printing, a crack was observed in the structure while printing was in progress.


Continuing the print would likely have caused structural collapse, potentially wasting approximately 2 tons of printed material.


The team made the immediate decision to:

  • Stop printing

  • Allow additional curing time

  • Reinforce the cracked area with Sikadur epoxy


Printing resumed the following day after the structure gained sufficient strength.

This proactive intervention ensured successful completion of the structure without material loss.



TRANSPORTATION PROCESS


Handling and Movement of the Printed Structure


After sufficient curing, the pergola structure was prepared for transportation and installation



1- Lifting Procedure & Internal Facility Transportation

  • The pergola was lifted using industrial lifting belts attached to the integrated lifting provisions in the base.

  • This allowed safe handling without damaging the printed structure.

  • The structure was moved using two pallet trolleys.

  • Carefully transported to the facility exit area.

Wetland NEOM - 3D Concrete Printing - Massive Pergola

2- Site Transportation

The pergola was then loaded onto a transport truck and delivered to the project site.


3D Concrete Printing Massive Pergola Structure - NEOM Wetland

3- At Site

A boom crane was used to lift and position the structure.


Wetland NEOM - 3D Concrete Printing - Massive Pergola

4- Installation




INSTALLATION STRATEGY


On-Site Installation Procedure

At the installation site, the pergola was positioned according to the final architectural orientation.

Since the structure was printed in a flipped one side orientation, it was flipped on site to achieve the final design position.


Wetland NEOM - 3D Concrete Printing - Massive Pergola

Foundation Preparation

Before installation, the contractor prepared the foundation area by:

  • Excavating a hole in the ground

  • Preparing a base foundation


Wetland NEOM - 3D Concrete Printing - Massive Pergola

Structural Anchoring

Installation steps:

  • Approximately 50 cm of the pergola base was embedded below ground level

  • Steel rebars were installed to connect the structure with the ground foundation

  • Concrete was poured to secure the base

  • The surrounding area was filled with sand and compacted

  • Final leveling was performed to match the existing ground level


Wetland NEOM - 3D Concrete Printing - Massive Pergola


This project demonstrates how complex geometries and structural challenges can be successfully executed using advanced 3D concrete printing techniques.


If you are exploring similar applications or facing design constraints, our team can support you from concept to execution.



Download the Full Case Study Document: 3D Concrete Printing a Massive Pergola Structure


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