1. 2. 3. 4. 5.

, , Maxim 7 -15.90

3 King Post Platform Hydraulic Jack Strut

:ORIENTAL RESIDENCE, WIRELESS ROAD :110 . : -

- - - - - - - Landscape - - Interior -ABACUS DESIGN CO., LTD.

: 31 , 4.5

- B1-B4.5

- 1-5

- 6-21

( Bore Pile )- 22-31 -- 22

SITE LAY-OUT PLAN

Bottom up

CONSTRUCTION TIP

1. Cost Budget

1.1

1.1 4-6 Pile wall (Pile wall) Pile wall 2-3

* Cap-beam, Pile wall *

1.2 Pile cut off -16 m. ()

* , *

1.3 Concrete (Wale Bracing) Pile wall Pre-

load 24 .* - Lean

Concrete*

1.4 . Layer -16.00 m. 5-6 Test

* Test , *

1.5 Pile wall Seismic Test

2)

2.1

2.1 Cap-beam , Sheet Pile Cap-beam, Pile Wall Cap-beam Strut Cap - beam

Cap-beam

2.2 Cap-beam Cap-beam Pile wall

Cap-beam Strut Pre-load Strut Layer

2.3 Cap-beam Cap-beam Pile cut off Pile wall Pile wall , , Ground Hard Scape Pile cut off Pile Wall

2.4 Pre-load Strut Pre-load Strut Strut Pre-load Pre-load 4-6 ./ Pre-load 10 //Strut 1 . () Pre-load Pre-load

2.5 Plat-form Temporary Platform - Lay-out Plan ,

- Platform Platform Bracing King Post - Platform ( Mat foundation 3,000-5,000 m3 One Way)

-

2.6 , H-beam Strut King Post, Strut - , Tower crane - Strut 1.00 m.

2.7 Strut Layer

Strut

3)

Platform (Ea)

(m.) (m3/Day)0 - 4.00 m.( PC.200 2 900 , )

4.00 - 13.00 m. PC. 200 Long Boom2

( ( 22.00 m.) 450 , ) PC. 40 2

13.00 - 16.00 PC. 200 Long Boom

2

( ( 22.00 m.) PC. 60 2 350 ) PC. 40 1

- Platform & Strut & Pre-load = 470 m3/Day

- 24 10.00 -15.00 . 22.00-05.00 . ( 12 /) 09.00 -16.00 . 21.00-05.00

.( 15 /)

Site Lay Out Plan Pile Wall

Static Pile Load Test

Bracing

Pile Cut-out

Platform

Platform

Preload

Inclinometer

Inclinometer

Inclinometer

Inclinometer

Inclinometer

Learning is a lifelong journey.

Two ways of learning.1.Learning by experience = BUY2.Learning from others = BORROW

The wise learns from his mistakes.

The wiser learns from the mistakes of others.

The wisest learns from the successes of others.

- John C. Maxwell