Cold Storage Facilities · Project Reference

Chengdu Yinli Agricultural Cold Chain Logistics Center Phase III – BICP Taiku System Supports Southwest China's Cold Chain Hub

Usable storage volume increased by approximately 20%; construction cost reduced by 10–20% compared to conventional solutions under the same span; floor height reduced by about 60 cm per level; structural length of 102.5 m achieved without expansion joints.

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Project name and identifiable information have been desensitized due to client confidentiality. The project type, key conditions, technical challenges and solution path are retained for preliminary reference.
01

Project Overview

Location
Qingbaijiang District, Chengdu, Sichuan, China
Scenario
Cold Storage Facilities
Client
Chengdu Yinli Cold Storage Logistics Co., Ltd.
Designer
Huashang International Engineering Co., Ltd.
BICP Role
Provided preliminary scheme consultation, technical review, post-tensioned design, and professional construction services
Key Conditions
Cold storage main building 44.3 m high, 1 basement floor and 8 above-ground floors; cold storage area 102.50 m × 47.90 m; column grid 12.65 m × 11.75 m; structural length 102.5 m without expansion joints.
02

Project Challenges

Traditional cold storage column grids are too small, limiting rack layout, forklift movement, and future automation upgrades. Expansion joints, beam depth, and insulation area affect construction cost, usable storage volume, and operational energy consumption. The project requires integrated planning of structure, insulation, racking, and operational efficiency from the design stage.

03

Proposed Solution

Adopted a 10–14 m large-span post-tensioned flat slab structural system. Optimized expansion joints for building lengths up to 120 m. Reduced structural height with flat slab floors to minimize insulation area and improve usable volume. Conducted 3D BIM coordination with racking systems to facilitate future mechanization and automation.

04

Technical Implementation

The Chengdu Yinli Cold Chain Logistics Center is a representative cold chain logistics base in Southwest China, providing integrated warehousing, distribution, and cold chain network services for cold chain e-commerce enterprises. It is planned to become a national backbone cold chain logistics base. Following the commissioning of Phase I in 2014 and Phase II in 2019, Phase III (including cold storages B3, B6, and a distribution center) has commenced construction. The project owner is Chengdu Yinli Cold Storage Logistics Co., Ltd., and the designer is Huashang International Engineering Co., Ltd. BICP continues to provide large-span post-tensioned cold storage solutions, post-tensioned design, and professional contracting services for this project, contributing to the development of a major cold chain logistics base in Southwest China.

Since 2016, BICP and Huashang International Engineering have collaborated closely, addressing the pain points of traditional cold storage structures. They pioneered the early representative 'Taiku' system—a large-span post-tensioned flat slab cold storage—in Phase II of the Chengdu Yinli project (B4 and B5). This innovation broke the conventional small-column-grid construction mode, significantly improving storage efficiency. Under the same building area, the rack count increased by approximately 40% compared to the Phase I small-column-grid scheme. Compared to Phase I cold storages B1 and B2, the Phase II post-tensioned cold storages demonstrated clear advantages.

With the demonstration effect of the Yinli project, BICP's Taiku post-tensioned products have been widely adopted across China, with over 200 post-tensioned flat slab cold storages built to date. For Phase III of the Chengdu Yinli project, the owner again selected BICP to provide post-tensioned design and professional construction services.

Phase III is located north of Sanhuo Road and east of Sanhuo West Road in Qingbaijiang District, Chengdu, Sichuan. It comprises cold storages B3 and B6, a distribution center, and ancillary facilities, with a total construction area of approximately 230,000 m² and a total investment of about 1.1 billion RMB. It is a representative cold chain logistics base in Southwest China.

Project overview:

  • Structural height: 44.3 m (cold storage main building)
  • Floors: 1 basement, 8 above ground
  • Cold storage area dimensions: 102.50 m × 47.90 m
  • Column grid: 12.65 m × 11.75 m

Advantages of applying the Taiku system in cold storage B6:

  1. The post-tensioned system allowed a 'dual-storage-in-one' design, achieving a structural length of 102.50 m without expansion joints. This reduced the number of vertical structural walls and columns, lowering structural cost and optimizing insulation layout.
  2. The large column grid of 12.65 m increased usable storage volume by approximately 20% and reduced construction cost by 10–20% compared to conventional cold storage structures under the same span.
  3. Compared to traditional waffle slab solutions under the same span, the Taiku system reduced floor height by about 60 cm per level, lowering overall construction cost, improving building efficiency, increasing usable volume, and contributing to material savings and environmental sustainability.

Being chosen is an honor; being repeatedly recognized affirms our representative status. This demonstrates BICP's strong brand influence and technical strength, and confirms the technical leadership and value advantages of the BICP Taiku system in energy saving, emission reduction, cost reduction, and efficiency improvement for cold chain warehouse structures.

Moving forward, BICP will continue to lead in post-tensioned technology and product development, promoting the application of post-tensioned technology in various emerging industries, contributing to sustainable development and China's carbon peak and carbon neutrality goals.

05

Delivered Value

Usable storage volume increased by approximately 20%; construction cost reduced by 10–20% compared to conventional solutions under the same span; floor height reduced by about 60 cm per level; structural length of 102.5 m achieved without expansion joints.