Key Waterproof Technologies for Integral Underground Station with Assembled Superposed Structure in Urban Rail Transit

Journal Title: Urban Mass Transit - Year 2024, Vol 27, Issue 3

Abstract

[Objective] In order to improve the waterproof performance of the integral underground station with assembled superposed structure (abbreviated as AS station) and help its application in urban rail transit projects, it is necessary to study the key waterproof technologies for such underground station. [Method] The concrete anti-seepage and anti-crack technology, the waterproof scheme of the station envelope and the detailed structure of the AS station are studied. [Result & Conclusion] The high crack risk of prefabricated panel wall components exists mainly in the surface of panel wall with thickness of 500 mm and 350 mm, the structure center and surface with thickness of 100 mm. The cooling rate of prefabricated roof slab should not exceed 2.2 ℃/h. The duration of steam curing of prefabricated panel wall from 45 ℃ to 10 ℃ should not be less than 24 h, and the cooling rate should not exceed 1.5 ℃/h. In the superposed structure system, the construction technology of water-washed aggregate should be adopted for the components mainly subjected to tension, and the chisel technology for the components mainly subjected to shear. The control of temperature field and expansion process can effectively reduce the cracking of concrete and improve the waterproof performance of the station. The external waterproof schemes for the main structure of the station, the design of the circular compression seal strip, the "wet-buried" retracting of the compression seal joint and the bonding measures of the prefabricated panel at the bracket position all improve the waterproof performance of the station joints. The successful application of this scheme in Nanmen Station of Wuxi-Jiangyin-Jingjiang Intercity Rail Transit line promotes the application of this type of underground station in urban rail transit projects, and helps to shorten the construction period, improves the on-site labor productivity, and promotes the transformation and upgrading of the construction industry.

Authors and Affiliations

Zhengbo HU

Keywords

Related Articles

Optimization of OCC and BOCC Architecture Design for Urban Rail Transit

Objective Under the existing modes, when a core equipment in the OCC (operation control center) fails, the BOCC (backup operation control center) needs to be activated, which greatly increases the dispatchers′ difficulty...

Deformation Characteristics of Large Section Tunnel Surrounding Rock and Optimization of Tunnel Construction Scheme for Qingdao Metro Line

Objective The large section tunnel, due to flat shape and large span, usually adopts multiple steps and staged excavation. In the process of construction, the surrounding rock and the temporary support are repeatedly dis...

Pressure Control Method for Urban Rail Transit Brake Control Devices

Objective As the core function of urban rail transit brake control devices, the structural principle design of pressure control is crucial for the brake control system. High-frequency switching solenoid valve pressure co...

On-line Monitoring Method for Metro Vehicle Braking Resistor Temperature without Temperature Sensor

Objective To achieve real-time temperature monitoring of BR (braking resistor) in metro vehicles without temperature sensor, a new temperature estimation method for this purpose without additional sensors is proposed. Me...

Simplified Calculation Method for Existing Tunnel Settlement Caused by Shield Under-passing Based on Timoshenko-PasternakModel

Objective It is aimed to tackle the inefficient accuracy of traditional Euler-Bernoulli beam and Winkler foundation model in calculating settlement induced by shield under-passing existing tunnels. Method Based on the Ti...

Download PDF file
  • EP ID EP732818
  • DOI 10.16037/j.1007-869x.2024.03.044
  • Views 31
  • Downloads 0

How To Cite

Zhengbo HU (2024). Key Waterproof Technologies for Integral Underground Station with Assembled Superposed Structure in Urban Rail Transit. Urban Mass Transit, 27(3), -. https://europub.co.uk/articles/-A-732818