20140607 bim in construction

8/12/2019 20140607 BIM in Construction

1/37

Seminar on

Building Information

Modelling (BIM) Development

BIM in Construction

07 JUN 2014


2/37

Lets start with


3/37

Can we manage a Surgery?


4/37

We trust the surgeons andleave our life to them


5/37

Cured or Killed


6/37

Which one is a Surprise?Cured or Killed


7/37

We have NO CHOICE

because we are not asurgeon


8/37

What if we can MANAGE?


9/37MSc(Eng) in Infrastructural Project Management 7. BIM in Time and Cost Management

Building Projects:

2,000+ Drawings20+ Disciplines

100+ Professions



How to MANAGE?



Time, Qualityand Cost



Do we really understandProgramme like this?



or Programme likethis?


14/37

then a Programme like this?


15/37

Can anyone read all the details in


16/37

Instead, how about Construction Sequence like this


17/37

or Method Statement like this


18/37

8. BIM in ConstructionMSc(Eng) in Infrastructural Project Management

Handling of Information


19/37

4D Animation

Construction Sequence and Method Statement


20/37

BIM in Construction

Design Coordination

Retrieval of Information

RFI / RFC / TQ / AoC

Construction Design Development

Combined Service Design

Combined Builders Work Drawing

Verification of Shop Drawings

Design Change Management

Centralisation of Information

Inclusion of Time Records

4D Animation

Quantity Take-off


21/37

Design Coordination

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22/37

Design Coordination

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23/37


Design Coordination


24/37


Design Coordination


25/37


Sample of RFC

27/8/2013 11:34 AM

Point 1 -BIM ModelPlan View

27/8/2013 11:34 AM

Request for Clarification

Project: NEW WORLD NEW WORLDCENTRE

RFC No: RFC-094

Approved by: WSPFrancis LEUNG Date: 27 AUG 2013

Sent to: HIP SENG

Subject: H3_B2 Wall alignment discrepancy

Description As refer to the latest B2 Architectural Plan received on 26thAUG, 2013, at

1. Grid 3-8~10; 3-I~J.

2. G-3-9~3-10; 3-A

3. Grid 3-12~13; 3-G~H.

Modelling according to the dimensions given on architectural plan highlighted inblue, the wall alignments in cad are inconsistent with the BIM Model highlightedin red.

Please clarify.

Point 1 - RLP-12096-H3-GP103


26/37


Sample of RFC

27/8/2013 11:34 AM

Point 2 -RLP-12096-H3-GP103

27/8/2013 11:34 AM

Point 2 -BIM Model Plan View


27/37

WSPHKBIM

Centralise Information with all latest update included;

Develop Combined Services Drawing (CSD) in 3D manner,realistic as site installation;

Develop Combined Builder Work Drawing (CBWD) from thecoordinated CSD with update structural information;

Identify issues, conflicts easily during modelling process;

Present issues, conflicts better and in various formats for theeasy understanding of all parties;

Review design solution in the coordinated environment forpracticability;

Issue traditional 2D working drawings for consistency to thecoordinated design;

Enable virtual walkthrough to allow users full freedom of surfingaround, virtual inspection and searching for information;

COMBINED SERVICE DESIGN

BIM Application: Development of Combined Service Design & CBWD

Key Benefits & Merits in BIM Application

- CONGESTED AREA

BIM Application Step 2: Identify Congested Cases and Present for input by Relevant Parties

!

"

Critical Issues:Congested Area (Clash)Maintenance Access Blockage due to Spooling ofPipeworksHeadroom Analysis

#

BIM Application Step 3: After Coordination, produce CSD and develop CBWD

Effective Co-ordination of Services Installation and Clash Analysis by using BIM

1. Identify Congested Area;2. Mark it on plan;

3. Show the area in 3D;4. Show Clash Analysis Results;

5. Present Critical Cases in Section for review byRelevant Parties;

CSD CBWD

Coordinated Output

!

"

#

6. Coordinated solution with input by RelevantParties;

BIM Application Step 1: Identify General Coordination Issues & Direct Resolve in BIM Model (Design Phase)

1. Combine Multi-disciplinary Model2. Identify Clashes;

3. Redesign E&M and/or structure to suit; 4. Produce annotated Plan and Section forresolved conflicts.

Remark: Actual clash of ductwork and other services in cabin 3/F.

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Input from Individual Trade

BUILDING SERVICESTRUCTURALARCHITECTURAL


28/37


Verification of Shop Drawing Details

FFL54.750m

D-Roof

FFL51.250m

D-2/F

FFL47.750m

D-1/F

FFL44.250m

D-G/F

A2

12101/HS/BLK4/BIM/0012/B

A3

12101/HS/BLK4/BIM/0012/B

A1

12101/HS/BLK4/BIM/0012/B FFL54.750m

D-Roof

FFL51.250m

D-2/F

FFL47.750m

D-1/F

FFL44.250m

D-G/F

B1

12101/HS/BLK4/BIM/0012/B

B2

12101/HS/BLK4/BIM/0012/B

B

B

A

A

C

C FFL54.750m

D-Roof

FFL51.250m

D-2/F

FFL47.750m

D-1/F

FFL44.250m

D-G/F

C1

12101/HS/BLK4/BIM/0012/B

C2

12101/HS/BLK4/BIM/0012/B

DRAWING STATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PR OJEC T No: D ESI GNED: DRAWN : DAT E:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:


DO NOT SCALE DRAWING

REV D ATE BY CHK APPDESCRIPTION

PRINT DATE / TIME:

As indicated

U:\BIM\J2888-BM-001-NW-

PakKong,SaiKung(NWPAKK)\03Models\Revit\01ARC\J2888_

NWPAKK_

BLK4_

A_

All.rvt

10/31/201312:22:14PM

29/F AIA Kowloon Tower, landmark East, 100 How Ming Street, Kuen Tong

NEW WORLD SEVELOPMENT

DENNIS LAU & NG CHUN MAN ARCHITECTS & ENGINEERS(HK) LTD

NW - PAKKONG, SAI KUNG (NWPAKK)

BLK4 ARCHITECTURAL FEATURES 3D VIEWS ANDSECTIONS ( SHEET 1 of 3 )

J288-BM-001

J288-BM-001 /

12101/HS/BLK4/BIM/0004/B B

Fax: 2806 9626Tel: 2217 2000

1 :5 0

0004 Section A-AA

1 :5 0

0004 Section B-BB

1:200

0004 Architectural Features Plan 1/F1

0004 3D View2

1 :5 0

0004 Section C-CC


29/37


Verification of Shop Drawing Details

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545

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155

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530

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165

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LEGEND:

LIMESTONE

STRUCTURAL ELEMENTS

DRAWING STATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PROJECT No: D ESI GNED: DRAWN : DAT E:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:

http://www.wspgroup.hk



PRINT DATE / TIME:

As indicated

U:\BIM\J2888-BM-001-NW-


NWPAKK_

BLK4_

A_

All.rvt

12/31/201310:29:05AM

29/F AIA Kowloon Tower, Landmark East, 100 How Ming Street, Kuen Tong

New World Construction Company Limited

Dennis Lau & Ng Chun Man Architects & Engineers (HK) Ltd.

J2888-BM-001

C

Fax: 2806 9626Tel: 2217 2000

PROPOSED GOLF AND TENNIS ACADEMYWITH ACILLARY OVERNIGHT ACCOMMODATIONAT LOT NO.1199 IN D.D.217PAK KONG, SAI KUNG, N.T.

BLK4 ARCHITECTURAL FEATURES DETAIL SECTIONS(SHEET 1 OF 2)

12101/HS/BLK4/BIM/0012/C

1 :2 0

0004 Section A-A Detail 2A2

1 :2 0


1 :2 0

0004 Section B-B Detail 1B1

1 :2 0


1 :2 0

0004 Section C-C Detail 1C1

1 :2 0

0004 Section C-C Detail 2C2

1 :2 0

0005 Section D-D Detail 1D1

1 :2 0

0005 Section D-D Detail 2D2

1 :2 0


1 :2 0

0005 Section E-E Detail 2E2

1 :2 0


1 :2 0


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30/37



Model design change

Visualise coordinated results

Identify design issues

Raise Technical Queries

Original Option


31/37



! Record Source of Information

! e.g. colour in YELLOW needs written confirmation

! Record ALL VOs with details for Change Tracking


32/37



1

A

2

B

(300x600)

(300

x

600)

(300x600)

(300

x

600)

C1(500x500)

C2(500x500)

C4(500x500)

C3(500x500)

1

A

2

B

1

A(200x1000)

(300x600)

(300

x

600)

(200

x5

00)

C1(300x700)

2

B(300x600)

(300

x

600)

C2(500x500)

C4(500x500)

C3(500x500)

DRAWING STATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PROJECT No: DESIGNED: DRAWN: DAT E:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:




PRINT DATE / TIME:

1 : 50

D:\FrancisLeung\REVITTesting\DesignChangeManagement\DesignChangeManagement.rvt

3/1/20141:15:02PM

Unnamed

S.1

BEAM SCHEDULE (CD01)

Type B D Length Volume

600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2435 0.29 m!

600 x 300 300 600 6300 0.78 m!600 x 300 300 600 2344 0.28 m!

600 x 300 300 600 2435 0.29 m!600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2200 0.26 m!600 x 300 300 600 2200 0.26 m!600 x 300 300 600 3100 0.38 m!

600 x 300 300 600 6300 0.78 m!

600 x 300 300 600 2344 0.28 m!600 x 300 300 600 3100 0.38 m!

Grand total: 12 5.37 m!

COLUMNSCHEDULE(CD01)

Mark B D Length Volume

C1 500 500 3000 0.75 m!C2 500 500 3000 0.75 m!C3 500 500 3000 0.75 m!

C4 500 500 3000 0.75 m!Grand total: 4 3.00 m!

BEAM SCHEDULE (VO01)


500 x 200 200 500 2344 0.14 m!

1000 x 200 200 1000 5500 0.87 m!

600 x 300 300 600 2435 0.31 m!600 x 300 300 600 6300 0.77 m!

600 x 300 300 600 2435 0.29 m!600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2200 0.26 m!600 x 300 300 600 2200 0.26 m!600 x 300 300 600 3100 0.38 m!

600 x 300 300 600 6300 0.78 m!

600 x 300 300 600 2344 0.28 m!600 x 300 300 600 3100 0.38 m!


COLUMNSCHEDULE(VO01)


C1 300 700 3000 0.63 m!C2 500 500 3000 0.75 m!C3 500 500 3000 0.75 m!

C4 500 500 3000 0.75 m!Grand total: 4 2.88 m!

1 : 50

(CD01) Level 21

1 : 50

(VO01-CHANGES) Level 22

1 : 50

(VO01-COMPLETE) Level 23

(CD01) 3D4

(VO01-CHANGES) 3D5

(VO01-COMPLETE) 3D6


33/37



1

A

2

B

(300x600)

(300

x

600)

(300x600)

(300

x

600)

C1(500x500)

C2(500x500)

C4(500x500)

C3(500x500)

1

A

2

B

1

A(200x1000)

(300x600)

(300

x

600)

(200

x5

00)

C1(300x700)

2

B(300x600)

(300

x

600)

C2(500x500)

C4(500x500)

C3(500x500)

DRAWING STATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PROJECT No: DESIGNED: DRAWN: DAT E:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:




PRINT DATE / TIME:

1 : 50

D:\FrancisLeung\REVITTesting\DesignChangeManagement\DesignChangeManagement.rvt

3/1/20141:15:02PM

Unnamed

S.1

BEAM SCHEDULE (CD01)


600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2435 0.29 m!

600 x 300 300 600 6300 0.78 m!600 x 300 300 600 2344 0.28 m!

600 x 300 300 600 2435 0.29 m!600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2200 0.26 m!600 x 300 300 600 2200 0.26 m!600 x 300 300 600 3100 0.38 m!

600 x 300 300 600 6300 0.78 m!

600 x 300 300 600 2344 0.28 m!600 x 300 300 600 3100 0.38 m!


COLUMNSCHEDULE(CD01)


C1 500 500 3000 0.75 m!C2 500 500 3000 0.75 m!C3 500 500 3000 0.75 m!

C4 500 500 3000 0.75 m!Grand total: 4 3.00 m!

BEAM SCHEDULE (VO01)


500 x 200 200 500 2344 0.14 m!

1000 x 200 200 1000 5500 0.87 m!

600 x 300 300 600 2435 0.31 m!600 x 300 300 600 6300 0.77 m!

600 x 300 300 600 2435 0.29 m!600 x 300 300 600 5500 0.68 m!

600 x 300 300 600 2200 0.26 m!600 x 300 300 600 2200 0.26 m!600 x 300 300 600 3100 0.38 m!

600 x 300 300 600 6300 0.78 m!

600 x 300 300 600 2344 0.28 m!600 x 300 300 600 3100 0.38 m!


COLUMNSCHEDULE(VO01)


C1 300 700 3000 0.63 m!C2 500 500 3000 0.75 m!C3 500 500 3000 0.75 m!

C4 500 500 3000 0.75 m!Grand total: 4 2.88 m!

1 : 50

(CD01) Level 21

1 : 50

(VO01-CHANGES) Level 22

1 : 50

(VO01-COMPLETE) Level 23

(CD01) 3D4

(VO01-CHANGES) 3D5

(VO01-COMPLETE) 3D6


34/37


Centralisation of Information

B3-1B3-2

B3-3

B3-4 B3-5

B3-6 B3-7

B3-8 B3-9

B3-10B3-11

B3-12 B3-13

B3-14B3-15

B3-16 B3-17 B3-18

B3-19

B3-20

B3-21

B3-22B3-23B3-24

R1R2

R3

R4

123

4

5 6 7

8

DRAWINGSTATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PROJECT No: D ESI GNED: DRAWN : DAT E:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:




PRINT DATE / TIME:

As indicated

U:\BIM\J2888-BM-001-NW-


NWPAKK_

BLK3_

A_

All.rvt

1/29/20143:36:57PM

29/F AIA Kowloon Tower, Landmark East, 100 How Ming Street, Kuen Tong

New World Construction Company Limited

Dennis Lau & Ng Chun Man Architects & Engineers (HK) Ltd.

J2888-BM-001

Fax: 2806 9626Tel: 2217 2000

PROPOSED GOLF AND TENNIS ACADEMYWITH ACILLARY OVERNIGHT ACCOMMODATIONAT LOT NO.1199 IN D.D.217PAK KONG, SAI KUNG, N.T.

SECTION OF CORRIDOR FOR GF AND 1F BLOCK 3 (SHEET1 OF 2)

12101/HS/BLK3/BIM/0045/-

1:100

GF Corridor 11

1:100

GF Corridor 22

1:100

GF Corridor 33

1:100

GF Corridor 44

1:100

GF Corridor 55

1:100

GF Corridor 66

1:100

GF Corridor 88

1:100

GF Corridor 77

1:300

0045 G/F9


35/37

Quantities

TRUSS BRACING TYPE 1

TRUSS BRACING TYPE 2

TIE

COLOUR LEGEND:

DRAWING STATUS:

CLIENT:

ARCHITECT:

PROJECT:

TITLE:

CHECKED: APPROVED:

PROJECT N o: DESIGN ED: DRAWN: DATE:

DRAWING No: REV:

WSP Group plc

SCALE @ A1:




PRINT DATE / TIME:

1 : 100

D:\

Franc

isLeung

\WSP\Pro

jects

\Le

ighton

\HKBCFPCB\Mo

de

l\02STR\J2960

_HKBCF

_PCB

_S

_All.rv

t

11/15/20139:26:25AM

29/F, AIA KOWLOON TOWER, LANDMARK EAST, KWUN TONG, KOWLOON

15 NOV 2013

FAX: (852) 2802 9626TEL.: (852) 2217 2000

HONG KONG BOUNDARY CROSSING FACILITIESPASSENGER CROSSING BUILDING

BOWSTRING TRUSS QUANTITIES SCHEDULE

1

FACADE BOWSTRING TRUSS QUANTITIES SCHEDULE

Type CountIndividual

Weight (kg)

Total

Volume(m!)

Total

Weight(ton)

BCF Facade Truss Bracing 1 84 50 0.533 4.18

BCF Facade Truss Bracing 2 264 64 2.164 16.99

Tie 696 6.753 53.01

Type 1 28 4,738 16.899 132.66

Type 2 12 4,735 7.238 56.82

Type 3 4 4,573 2.330 18.29

Type 4 12 887 1.355 10.64

Type 5 12 873 1.334 10.47

Type 6 12 845 1.292 10.14

Type 7 12 803 1.227 9.63

Type 8 12 746 1.141 8.96

Type 9 12 674 1.031 8.09

Type 10 12 586 0.896 7.04

Grand total: 1172 44.193 346.91BOWSTRING TRUSS 3D SECTION

1

BOWSTRING TRUSS COLOUR REPRESENTATION OF TYPE NAMES2

VARIES


36/37

BIM Quantities Take-off

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211

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5."6 748$

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211

N=&4()

9$6"+

0-1#$1#

5::

,-./($

9$6"+

0-1#$1#

5'4$

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37/37

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