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HULHULE-MALE’ BRIDGE PROJECT

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EIA for the proposed Hulhule-Male’ Bridge Project<br />

The construction technology process of this scheme is presented in Figure 2.15.<br />

Underwater topographic survey at pier<br />

Integral steel casing + bottom steel cofferdam<br />

manufacturing and transportation<br />

Floating crane<br />

installation<br />

Installation of casing and<br />

cofferdam<br />

Anchor rope<br />

distribution and<br />

anchorage<br />

Anchor rope installation<br />

Casing is accurately in-place<br />

Installation of<br />

winch<br />

Removal of winch<br />

Fixing bottom steel<br />

cofferdam<br />

Bored pile construction<br />

Removal of anchor<br />

Removal of drilling platform<br />

Construction of bearing<br />

Figure 2.15: Process Flow Diagram for Construction Technology of Integral Steel Casing Platform + Bottom Steel<br />

Cofferdam<br />

Shallow-water transition pier foundation<br />

Construction of transition pier pile foundation will use a steel cofferdam, drilling platform, and<br />

rotary driller. The construction technology is as follows:<br />

• Steel cofferdam will be transported to the site on barges. A floating crane will place the<br />

steel cofferdam on the seabed, install the steel cofferdam top profile and set up the<br />

drilling platform.<br />

• The floating crane will hoist and place the steel casing in cofferdam. The different<br />

sections of the casing will be welded together to form a continuous casing. Alignment<br />

Prepared by: CDE Consulting & China Shipping Environment Technology Page| 29

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