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Building Hong Kong's Airport

The Constructor

The two former islands that were levelled comprise about 25% of the surface area of the airport’s 12.55 Land reclamation for the airport added nearly 1% to the entirety of Hong Kong’s surface area. The project is the most expensive airport project ever, according to Guinness World Records. kmĀ² platform.

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INSPECTION OF A BRIDGE STRUCTURE - The Constructor

The Constructor

Hence, the bridge must be regularly inspected and maintained for the benefit of its users. There are three levels of inspection: 1. General inspection: Usual inspection of representative parts of a structure. General inspection: Usual inspection of representative parts of a structure.

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Subways in America

The Constructor

RECOMMENDED FOR YOU Building Hong Kong’s Airport Close Advertisement Hot Topics Recent Topics Most Viewed Most Discussed FOUR PHASES OF PROJECT MANAGEMENT WHAT IS PROJECT MANAGEMENT? All rights reserved.

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PRE-CONCRETE CHECKS FOR FORMWORK & RELEASE AGENTS

The Constructor

Depending on how big or complicated the pour is, the inspection may just take few minutes or it could take hours. Only when the formwork has been approved, may the pour take place. Advertisement Hot Topics Recent Topics Most Viewed Most Discussed FOUR PHASES OF PROJECT MANAGEMENT WHAT IS PROJECT MANAGEMENT?

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Monorail Train In India

The Constructor

The transportation system is often referred to as a railway. Differentiation from other transport systems Monorail systems have found shared applications in the transportation market in airport transfer and some medium capacity metro systems.

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PUMPED CONCRETE PUMP TYPES & SELECTION

The Constructor

This method is used where large quantity of concrete work is involved at greater height, where other means of transporting is not easy to do. There are basically two types of concrete pumps used for transporting , they are: 1. Concrete pumps have been known for more than 50 years. Direct acting concrete pumps 2.

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REINFORCEMENT COVER AND PRE-CONCRETE CHECKS

The Constructor

The first part is a visual inspection by the clerk of works or equivalent. The required amount of cover will always be specified on the design drawings, but no time should the cover be less than the maximum size of aggregate plus 5mm.

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