Case study The construction of the West Rail Tsing Kwai Tunnel from Mei Foo to Tsuen Wan
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1 Case study The construction of the West Rail Tsing Kwai Tunnel from Mei Foo to Tsuen Wan
2 West Rail Tsing Kwai Tunnel Location of major Tunnel Portal
3 West Rail Tsing Kwai Tunnel Construction Features - Total length about 3.6 km - The 1 st section from Mei Foo to Lai King, about 1.7 km long, constructed using drill-and-blast method - The 2 nd section from Lai King to Tsuen is Wan about 1.8 km long, constructed using a 8.4m dia. mixmould tunnel boring machine (TBM) - A 50m dia. access shaft is provided at Lai King to facilitate the dismantling of the TBM upon its completion of the drilling from Tsuen Wan direction. - The TBM has been used twice, forming the east and south bound tube in two separated journeys from Tsuen Wan direction to Lai King
4 Tunnel alignment from Mei Foo Direction Ching Cheung Road West Rail Tsing Kwai Tunnel at Mei Foo Portal Forming a access ramp into the tunnel portal
5 Forming a access ramp into the tunnel portal
6 Temporary ramp being formed Forming a access ramp into the tunnel portal
7 The purposes of tunnel portal 1. As temporary ramp entering into the tunnel 2. As a working space for the assemble or dismantling of tunnelling equipments 3. As exit to allow excavated spoil be removed from the tunnel interior 4. Setting up and stationing of supporting services such as ventilation or equipment storages 5. As an approach section leading to other tunnel servicing areas, such as equipment depot or spoil/material storage
8 West Rail Tsing Kwai Tunnel Portal at MF Inside the portal seeing the preparation and entrance arrangement into the tunnel
9 A tunnel working gantry is being assembled at the portal on Mei Foo side Setting up arrangement at the tunnel portal
10 Works in Drill and Blast Tunnel (for rock tunnel) 1. Layout the tunnel alignment and start drilling holes for placing explosive charges along the side of the tunnel section. Each time about 5m (depth of hole). 2. Place in explosive and do the blasting. 3. Use excavating machine to remove the loosened rock 4. Removal the excavated using suitable equipment, such as by conveyor or by dumper truck. 5. Temporary stable the exposed tunnel surface by shotcrete, girder beam or rock nail where required. 6. Construct tunnel lining to cover up the tunnel interior permanently.
11 The drilling machine usually can operating 3 to 4 hole drilling operation at one time using computer controled drilling arm. Boring machine to form holes for placing of explosive
12 Tunnel surface temporary protected by shotcrete Erection of the waterproofing membrane before the placing of tunnel lining Formwork for placing tunnel lining
13 Lai King Hill Road West Rail Tsing Kwai Tunnel Service Shaft at Lai King Kwai Chung Road
14 The purposes of tunnel shaft at Lai King 1. As an emergency access at the mid-way of a long tunnel. 2. As an access point for the delivery of materials such as concrete, precast lining segment or rail track into the tunnel tube for the required works 3. To serve as a work station to dismantle and remove the tunnel machine drilling from Tsuen Wan direction.
15 West Rail Tsing Kwai Tunnel Portal at Tsuen Wan Waterside Plaza Wing Shun Street Diversion Alignment of cut-andcover tunnel
16 West Rail Tsing Kwai Tunnel Tunnel Boring Machine & Tunnel Lining
17 The shielding units and some pieces of precast tunnel lining segments storage at the portal
18 Tsing Kwai Tunnel - Tunnel Boring Machine Assembling the shield of the tunnel boring machine
19 West Rail Tsing Kwai Tunnel Portal at Tsuen Wan Assembly of the tunnel drilling machine inside the shaft of Tsuen Wan portal Shield of the TBM
20 The Tunnel Boring Machine being first assembled for testing and commissioning in the depot
21 Portal setting up in mid 1999 Portal arrangement in mid 2000 Portal for the Tsing Kwai Tunnel at Tsuen Wan
22 Acoustic cover to control dust and noise from disturbing the neighbourhood
23 Spoil removal system for the tunnel construction during boring and excavation process
24 Tunnel tube with the precast lining segments forming the final tunnel lining
25 The hydraulic jack system inside the boring machine. The jacks can provide the anchoring, pushing and turning ability for the machine to facilitate the boring process
26 Another example of TBM of smaller size used in forming a service tunnel for water supply pipeline
27 Construction of the Interchanging Section at Ching Cheung Road, Mei Foo - where a section of tunnel crossing a busy roadway without interrupting the surface traffic
28 Tunnel alignment from Mei Foo Direction Ching Cheung Road at in Dec 1999 Ching Cheung Road
29 Ching Cheung Road in Dec 2000 Ching Cheung Road in Dec 2001
30 Construct the tunnel section using cut-and-cover manner in 3 sections, with temporary closure of one section at a time and reinstate afterward, follow by the next section.
31 Detail showing the arrangement of a cutand-cover section and the provision of the soil support system
32 The final reinstatement of the completed section
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