Fact File
Project name: Timber Bridge in Gulou Waterfront
Client: Jiangmen OCT Co., Ltd
Location: Gulou Waterfront, Jiangmen, Guangdong, China
Total spatial area: 166 sqm
Wooden bridge body size: 25.2m*7.3m*8.6m
Main materials: Pine wood, concrete, aluminum plate, glass
Start time: March 2021
Completion: January 2022
Photography: Jin Weiqi
Source: v2com
Gulou Waterfront is an eco-cultural tourism resort aiming to combine rural development with the cultural background of local villages on the premise of preserving the unique spatial fabrics featuring mounds and ponds. The resort maintains the form of the basic local water system, while organically integrating nature education, parent-child recreation, and fishing and husbandry activities. In certain areas, these operations in the resort require several bridges to facilitate movement of people and fishing boats.
This project is a timber bridge, which is one of many in the Gulou Waterfront Resort. To differentiate it from urban constructions, and to revitalize traditional rural culture, LUO studio adopted natural wooden materials to construct an arched bridge.
Since the resort provides access for small fishing vessels, as well as large tour ships to pass smoothly under the bridge, the load-bearing platform at the bottom of the arch, which is 1.35m higher than the normal water level, combined with the 2.8m arched structure, forms a space more than 4m higher than the normal water level. This meets the clearance requirements for large tour boats to pass through.
Based on geological surveys, the span of the bridge is set at 25.2m. Through structural calculation and construction analysis, LUO studio utilized 3 large curved beams as main structural components, which are arranged in a parallel manner with a 2.8 spacing between each other. With full consideration of manufacturing and transportation costs, each main beam was divided into three sections at appropriate positions, connected and assembled by steel-strengthened bolts on the site, to form the complete wooden beam.
Covered corridor construction
Constructing a covered corridor on bridges is an old tradition. The ridge is located in the joint area between a dense traditional commercial street and a children’s recreation zone. The initial intention was to strengthen the bridge structure, resist rain and moisture, keep the wood dry, and prevent it from corrosion.The covered corridor enhances the overall structural stability and protects the arched wooden structure beneath from exposure to sun and rain.
The west area of the Pearl River Delta, where the timber bridge is located, has abundant rainfall, so the corridor was constructed in a relatively closed form. The exterior of the corridor space is covered by layers of metal plates, which effectively protect it from rain and create a sense of cohesion for the space.
Sub-structural system formed by wooden components with small sections: Apart from the three large wooden arched beams that bear the main load of the bridge body having a section size of 600mm*300mm, other wooden components adopt smaller sections. They are either 100mm*100mm or 100mm*50mm. Small wooden components are interlocked and anchored to the three main arched beams, functioning as sub-beams on upper and lower levels. In addition, the two ends of these sub-beams are combined with upward components to form a stable triangle of forces.
The plane of the bridge’s roof is a complete rectangle. The top left and right edges of the bridge’s side facades also consist of rectangular silhouettes, while only the lower edge is a natural curve. This generates height variations of the corridor space that is higher on the two sides and lower in the middle. To ensure the structural stability of the covered corridor space, the design team set horizontal connecting rods in the middle section and added two viewing platforms on either side, which also avoids monotony for those viewing the corridor space from the entrance and exit.
The small-section sub-structural system not only enhances the sense of structure in the corridor space, but also reveals the elaborate craftsmanship and details to visitors on tour boats, providing them with a unique visual experience.
Construction modules & material specifications: The small-scale wooden components are arranged with small spacing in between. The spacing between neighboring substructures is equally set at 1,000mm. This perfectly matches the scales of the steps and metal exteriors. Between neighboring sub-beams, three steps are set at the steep sections of the arch, while two steps are set at the gentle sections. The length of each external metal plate is controlled at approximately 900mm, which is appropriate for manufacturing, transporting, and installation. The 900mm length of timber frames also provides a suitable space for a single person to stand, lean, and rest.
Top light, side, and bottom gaps: The neighboring upper and lower steps of the corridor have a clearance of 70mm. A gap of about 200mm is set in between layered metal plates on the exteriors of the corridor space. A 1,500mm-wide daylighting belt is set in the middle of the corridor roof. When walking slowly into the corridor space from the entrances at both ends, visitors can catch the sparkling water under the bridge through the narrow gaps between steps.
As they continue to climb the bridge, the bright light refracted by the upper and lower metal plates attracts them to look out through the side gaps. Such a special “collected” viewing experience distinguishes this timber bridge from other open bridges. While passing through the platforms from two ends to reach the center of the bridge corridor, visitors can fully experience the light and shadows from the top, feeling a sense of calmness and openness in the mind. Such design forms a continuous spatial rhythm that gradually reaches the climax.
Industrialization and handwork: The materials utilized were manufactured and processed by factories based on industrialization standards, and all the necessary timber and metal components were treated by modern industrial technology and methods. During the installation and construction, only the three main beams were hoisted by large machinery. All other follow-up construction steps were fully adaptable and transportable through the hands of the workers in response to the local context.
The whole construction process not only effectively harmonized with the surrounding construction sites and took advantage of efficient industrialized methods, but also conveyed rural warmth as well as the “localization” of construction.
