Kempinski revise14

HIROSE (THAILAND) LTD.

MAIN CONTRACTOR

SUB CONTRACTOR

Soil Protection System

Structure Work

Architectural Work

THE SIAM KEMPINSKI HOTEL

PROJECT: THE SIAM KEMPINSKI HOTEL


Siam Paragon

Site Construction

HIROSE (THAILAND) LTD. Site Location

Siam Paragon Siam

Square

Plant Concrete

prathumw

anaram Tem

ple

Saprathum

Palace

Bangkok

Apartment

Aorachol C

anal

HIROSE (THAILAND) LTD. Site Lay-Out & Access of Work

Zoning

Zone 1

Zone 3

Zone 4

Zone 2


3

1 2

Plan of Driving Sheet Piles HIROSE (THAILAND) LTD.

Driving King Posts

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Installation Platform HIROSE (THAILAND) LTD.

Installation Bracing 1st & 2nd Layer HIROSE (THAILAND) LTD.

-16.00m

-18.00m

FSP4 L=16.00m

H-300x300x10x15 L=18.00m

0.00 0.00 0.00

Driving Sheet Piles & King Posts

Sheet Pile

King Post

Silent Piler


-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

0.00

-1.50 1.5

0

Excavate for Install Platform (-1.50 m.) HIROSE (THAILAND) LTD.

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

-1.50

0.00 PLATFORM +0.00

1.50

Installation Platform (+0.00 m.) HIROSE (THAILAND) LTD.

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

-2.30

0.00 PLATFORM +0.00

2.30

Excavate for Install Bracing 1st Layer HIROSE (THAILAND) LTD.

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

2.30

-2.30

0.00 PACKING CONCRETE

-1.50 1ST STRUT ;35HA(H350X350X12X19)

PLATFORM +0.00

Pre-Load 40% of Design Load

Installation Bracing 1st Layer

H


-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

-4.50

PLATFORM +0.00

1ST STRUT

0.00

Excavate for Install Bracing 2nd Layer And Check Movement of Sheet Pile by Inclinometer

INCLINOMETER


x

-16.00m

-18.00m

FSP4 L=16.00m

H-300x300x10x15 L=18.00m

-4.50

0.00 PLATFORM +0.00

1ST STRUT

MOVEMENT

CHECKING

-4.50

0.50

DEFLECTION OF CHECKING

POINT LESS THAN 3.12 CM.

Check Movement of Sheet Pile HIROSE (THAILAND) LTD.

Pre-Load 40% of Design Load

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

-4.50

0.00 PLATFORM +0.00

1ST STRUT -1.50 m

2nd STRUT -4.00 m

PACKING CONCRETE

Installation Bracing 2nd Layer HIROSE (THAILAND) LTD.

-16.00m

-18.00m FSP4 L=16.00m H-300x300x10x15 L=18.00m

0.00 PLATFORM +0.00

1ST STRUT -1.50

2nd STRUT -4.00

-4.50 -4.50

-5.80 -7.60

LEAN CONCRETE

Excavate to Level of Sub Structure HIROSE (THAILAND) LTD.

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

0.00 PLATFORM +0.00

1ST STRUT -1.50

2nd STRUT -4.00

0.00

-5.50

FSP3 L=8.00m

1.00m

-4.775

PACKING CONCRETE

LEAN CONCRETE

Driving Inner Sheet Pile&Bracing 3rd Layer

No Pre-Load -4.50 LEAN CONCRETE

-8.13 7.60

5.80


-16.00m

-18.00m

FSP4 L=16.00m

H-300x300x10x15 L=18.00

PLATFORM +0.00

1ST STRUT -1.50

2nd STRUT -4.00

-5.65

FSP3 L=8.00m

Remove Bracing 3rd Layer&Inner Sheet Pile

SAND BACK FILL

0.00 0.00


-5.80

-16.00m

-18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

0.00 PLATFORM +0.00

1ST STRUT -1.50

2nd STRUT -4.00

0.00

Sub Structure & Back Fill Work

-4.10 -5.00 Lean Concrete


-16.00m -18.00m FSP4 L=16.00m

H-300x300x10x15 L=18.00m

0.00 PLATFORM +0.00

1ST STRUT -1.50

2nd STRUT 4.00

0.00

Removal Bracing 2nd Layer

-2.00

Removal Bracing 1st Layer Extraction Sheet Pile & King Post

Lean Concrete

Lean Concrete

Installation Raking Strut Removal Raking Strut

Cement Grouting


Soil Protection Work

PICTURES Of

Driving Sheet Pile by Silent Piler

Driving King Post by Vibro Hammer

Excavation for Install Platform at Level -1.50 m.

Welding Top Plate for Install Platform

Installation Sleeper Beam

Installation Floor Joist Beam

Installation Sleeper Beam & Floor Joist Beam

Installation Platform

Installation Platform Work

Excavation for Install Bracing 1st Layer (-2.30m)

Installation Bracket for Support Bracing

Installation Bracing 1st Layer (-2.30m)

Fabrication Bracing System by Bolt & Nuts

Installation Bracing System 1st (-1.50m) Complete

Preloading 40% of Design Load

Excavation to Level -4.50m for Install Bracing 2nd

Excavation to Level -4.50m Complete

Check Movement of Sheet Pile by Survey

Check Movement of Sheet Pile by Inclinometer

Installation Bracing 2nd Layer at Level -4.00m

Preloading 40% of Design Load

Check Pressure in Strut form PRESSURE GAUGE Every day

Excavate to Level of Sub Structure

Driving Inner Sheet Pile

Installation Raking Strut

000000000000000000000

Sand Back Fill Work

Extract Sheet Pile with Cement Grouting

Extraction King Post


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Engineering

Kempinski revise14