Skip to main content

Urban Underground Space - New Methods


JUC method
JUC method

This method is used to create one new tunnel branching off from another tunnel or to join one tunnel to another tunnel without constructing a vertical shaft. By using this method, the effects of tunnel renovation or excavation work on the surrounding environment can be significantly reduced and the work period also shortened at the same time. With this approach, special segments are installed in the tunnel to be worked on first so that tunnel branching or joining work can be done using ordinary shield machinery.
Furukawa Viaduct

P&PC segment method and ring lock segments

With the P&PC segment method, a prestress force is applied circumferentially or in the direction of the tunnel axis to bring installed segments into firm contact with each other thereby forming a solid tunnel structure. The P&PC segment method, which was developed to construct shield tunnels, is not only cost-efficient but also very effective for constructing tunnels in land subject to high inner water pressure or for tunnels that require high earthquake resistance (This method was awarded the Innovative Technique Award by the Japan Society of Civil Engineers.). Ring lock segments have tendons designed as guides to facilitate the tunnel member assembly process. Because they are made rigid so as to resist high inner water pressure, they are used as the lining for underground rivers, underground regulating reservoirs, shield tunnels, and so forth, to prevent floods from occurring in urban areas.
Dustless shotcrete method

With the dustless shotcrete method, the centrifugal force generated by a rotating disk (impeller) is used to blow shotcrete onto the wall of a tunnel. Because compressed air is not used, the amount of generated dust can be decreased down to between 1/20 to 1/30 of what is normally experienced and a good working environment can be maintained.


Backfill shield method and Re-cube mole method (for removing installed cables and pipes without excavating the ground)

In urban areas cables and pipes are densely laid in the underground spaces. Many of the tunnels that contain these cables and pipes are becoming superannuated requiring renovation or replacement as they reach the limits of their capacity. Using the backfill shield method, the ground close to an existing tunnel can be excavated using backfill shield machinery while at the same time earth can be filled back into the existing tunnel. Using the Re-cube mole method, a medium-or small-sized tunnel can be renovated using either the sheath pipe method, the pullout method, the crushing method, or a combination thereof.

Comments

Popular posts from this blog

Construction Sequence of MEP works in Buildings

Typical Construction Sequence for Mechanical / Electrical / Plumbing Works in High Rise Building Grouping of MEP Fixes like PVC Electrical conduits in Slabs : 1. MEP 1st Fix - All Concealed Items/Pipe Sleeves in Verticals/Horizontals (Column/Slab) 2. MEP 2nd Fix - Stage 1: High Level MEP Works at False Ceiling i) Fixing supports, installation of Firefighting, Chilled Water piping, drainage pipes, water supply(hot & cold), rain water, cable ladders, G.I Conduiting, AC ducting ii) Pressure tests and insulations iii) Installation of FCUs, water heaters (Note: False Ceiling people will fix runners after the Stage 1 of MEP 2nd Fix) 3. MEP 2nd Fix - Stage 2: Clearance for False Ceiling People i) Sprinkler droppers, AC duct droppers, flexible cable for light fixtures, fire stopping and identification works etc. (Note: False Ceiling people will close ceiling tiles and MEP people will connect their diffusers in position on the ceiling tiles - too much coordination is required at

Mivan Shuttering Details

Details of Aluminum Formwork (Mivan / MFE) The most effective means available for the construction of high, medium and low rise mass housing R/C structures. It is a precision-engineered formwork fabricated in Aluminium. Monolithic pouring. Walls, columns, slabs & beam are poured together. Speed - Induces a disciplined & systemized approach to construction, which creates a daily work cycle, the essence of the productivity. The productivity generates a overall work cycle, that can achieve 4/5 day per floor outputs or other cycle times to suit your project requirements. It is flexible in design and can form any architectural or structural configuration, such as stairs, bay windows, curved features, etc. Quality - When struck the aluminium formwork reveals a good quality fair face onto which a 4–5mm skim coat can be applied for a perfect finish eliminating need of plaster. Provides an Integrated Scaffolding reducing the cost of your scaffoldi

List of Top 200 Construction Companies in the world

The world's 200 largest construction companies Position Company Country 2007 Posit ion Change 1 Vinci France 1 - 2 Bouygues' Construction Divisions France 2 - 3 ACS Spain 5 2 4 Bechtel US 3 -1 5 China Rail way Group China 6 1 6 China Rail way Construction Corporation China 23 17 7 Hochtief Germany 4 -3 8 Ferrovial Spain 11 3 9 China Co mmunications Construction Group China 14 5 10 Skanska Sweden 9 -1 11 FCC Spain 25 14 12 China Stat e Construction & Engineering (CSCEC) China 13 1 13 Eiffage France 21 8 14 Kajima Co rporation Japan 8 -6 15 Fluor US 17 2 16 Strabag S E Austria 22 6 17 Taisei Cor poration Japan 10 -7 18