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Prepared by:

MD NASIR BIN MD SAFAR

JKA, POLIMAS

1M

1M1M1M

1M

1M

3M

3M

6M

6M

6M

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INTRODUCTION TO MODULAR COORDINATION (MC)

It is the process of organizing the dimensions in buildings so asto reduce the variety of sizes to which components have to bemade and to enable components to be used together on thebuilding site without modification.

MC adalah satu sistem antarabangsa untuk mempiawaikanpengukuran dalam bangunan. Berdasarkan standard ISO, iatelah digunakan untuk menyelaraskan kedudukan dan dimensikomponen atau ruang dalam rekabentuk bangunan.

MC juga akan menggalakkan open building system

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In construction industry,

Industrialized means:-

improve effectivenessImprove productivity

improve quality

Improve time

improve cost

Themodular coordinationis a tool to achievethe industrialization of the

Construction industry

through standardization.

The countrys VISIONto be anINDUSTRIALISEDcountry by

the year 2020.


Developednation adoptedMC and IBS

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MC offers :

1 dimensional coordination

2 standardization

3 prefabrication

industrializationindustrial production ~ increased

productivity and quality

Factory Production:-

Under controlled

environment

Free from weather

influence

Speed of work

mass production

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System of dimensionthat can create clarityand order

dimensional coordination using the internationalbasic module, multi modules and sub modules.

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levels of standardisation

National standardisation

MS 1064

Client standardisation

elements, processes

schools, hospitals, offices

Manufacturer standardisation

products, materials, sub-assemblies

Project standardisation

procedures, building elements

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Prefabrication is the practice of assembling componentsof a structure in a factory or other manufacturing site, andtransporting complete assemblies or sub-assemblies tothe construction site where the structure is to be located.

The term is used to distinguish this process from themore conventional construction practice of transportingthe basic materials to the construction site where all

assembly is carried out.

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a. The used of modular ( basic modules, multi-modules and sub-modules)

b. A reference system to define coordinating spaces and zones for

building elements and for the components which from them.

- menentukan koordinasi ruang dan zon

c. Rules for locating building elements within the reference system.

- peraturan menempatkan element bagunan menerusi sistem rujukan

d. Rules for sizing building components in order determine their work

size.- peraturan saiz komponen bangunan

e. Rules for defining preferred sizes for building components and

coordinating dimensions for building

- Peraturan untuk menentukan saiz yang dicadangkan

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the use of modules

M = 100 mma. basic module

b. multimodules 3M, 6M, 9M, 12M . . .

c. submodules M/2, M/4 . . .

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1. The use of modules :

M = 100 mmBasic module

the smallest module to be used to

coordinate position and size ofcomponents, elements and installations.

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1. Where, basic module M = 100 mm

2. horizontal planning moduleMH= 3M(300mm)

3. vertical planning moduleMV= M(100mm)


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Multi modules 3M, 6M, 9M, 12M . . .

planning modules for main dimensions offramework especially the span (horizontal

dimensioning)

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Submodules2 4

M M

for sizing of components requiring increment

smaller than M

not for planning modules


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EXAMPLE OF DIMENSION

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EXAMPLE OF MODULE(MODULAR COORDINATION)

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Types of references

boundary reference

Modular reference systems enables designer

to relate sensibly elements of construction-

horizontal and vertical elements. The types ofpositioning reference is:

axial reference

interaxial reference

flush reference

2. Positioning of building elements

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i) boundary reference

boundary grid

coordinates the positionof thebuilding components

placement of component within

two Parallelmodular coordinating

grids or planes so that it fillsthe space or zone.

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ii) axial reference

axial grid

coordinates the position of acomponents by placing thecomponent so that the middle-

axis coincides with amodularcoordinating grid of plane

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coordinates the positionanddimensionof building componentby a reference

iii) interaxial reference

interaxial grid

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iv) flush reference

flush gridmodula

rzone

coordinates the position ofcomponents by placing one surfaceof the component flush on to amodular coordinating grid or plane

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- better coordination between various parties in

construction

- Reduction in design time, especially with the use ofstandard details and dimensional coordination

- Reduction in the wastage of material, time and

manpower in cutting and trimming on site

- Facilitating prefabrication

- Reduction in manufacturing and installation costs


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Example for Positioning of building elements

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MS 1064

INTRODUCTION TO

GUIDE TOMODULAR COORDINATION

IN BUILDINGS

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ISO REFERENCES

1. ISO 1790 : 1970, Building construction -

Modular Coordination - Reference lines of horizontal controlling dimensions.


Modular Coordination - Fundamental principle for design of joints in buildings.

3. ISO 1789 : 1973, Building construction -Modular Coordination - Storey heights and room heights for residential building.


Modular Coordination - Coordinating sizes of doorsets (External and internal).


Modular Coordination - Coordinating sizes for rigid flat sheet boards used in building.


Modular Coordination - Stairs and stair openings-Co-ordinating dimentions.7. ISO 6511 : 1982, Building construction -

Modular Coordination - Modular floor plane for vertical dimensions.


Modular Coordination - Storey heights and room heights.


Modular Coordination - Series of preferred multimodular sizes for horizontal dimensions.

10. ISO 6514 : 1982, Building construction - Modular Coordination - Sub-modular increments.

11. ISO 1040 : 1983, Building construction -Modular coordination - Multimodules for horizontal coordinating dimension.

12. ISO 1006 : 1983, Building construction - Modular Coordination - Basic module.

13. ISO 1791 : 1983, Building construction - Modular Coordination - Vocabulary.

14. ISO 2848 : 1984, Building construction - Modular Coordination - Principles and rules.


Modular Coordination - System of preferred numbers defining multimodular sizes.

16. ISO 8390 : 1984, Building construction -Modular Coordination - Application of horizontal multimodule.

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PART 1 : Basic module

PART 2 : Terminology and graphic conventions

PART 3 : Principles and rules

PART 4 : Submodular increments

PART 5 : Series of preferred multimodular sizes for horizontal dimensions

PART 6 : Multimodules for horizontal coordinating dimensions

PART 7 : Modular floor plane for vertical dimensions

PART 8 : Storey heights and room heights

PART 9 : Coordinating sizes of doorsets

PART 10 : Preferred dimensions for doorsets

PART 11 : Reference lines of horizontal controlling coordinating dimensions

PART 12 : Preferred storey heights and room heights for residential buildings

PART 13 : Coordinating dimensions for stairs and stair openings

PART 14 : Fundamental principles for design of joints in buildings

PART 15 : Coordinating sizes for rigid flat sheet boards used in buildings

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PART 1 : General Principles

PART 2 : Storey heights and room heights

PART 3 : Coordinating sizes and Preferred sizes for stairs and stair openings

PART 4 : Coordinating sizes and Preferred sizes for doorsets

PART 5 : Coordinating sizes and Preferred sizes for windowsetsPART 6 : Coordinating sizes and Preferred sizes for rigid flat sheets

PART 7 : Coordinating sizes and Preferred sizes for tiles

PART 8 : Coordinating sizes and Preferred sizes for masonry bricks and blocks

PART 9 : Coordinating sizes and Preferred sizes for cabinets

PART 10 : Coordinating sizes and Preferred sizes for reinforced concrete

components

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Graphic Convention

Modular reference plane

Modular axial plane

Non-modular zone

Modular coordinatingdimension

Modular Zone

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PREFERRED SIZES

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7M 8M 24M9M 21M18M10M 12M 12M 15M 15M 15M

21M

24M

24M

27M

30M

1 2 3 4 5 26 27 28 41 42 43 44

6 7 8

13

9 10 29 30 31 45 46 47 48

11 12 14 15 32 33 34 49 50 51 52

16 17 18 19 20 35 36 37 53 54 55 56

21 22 23 24 25 38 39 40 57 58 59 60

Singleleaf

Single leafand side leaf

Double leaf

Figure 2. Recommended range of coordinating sizes for doorsets

PART 4 : COORDINATING SIZES FOR DOORSETS

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PART 4 :PREFERRED SIZES FOR

DOORSET

2100

Length(mm)

Width(mm)

Table 1 : Dimensions of preferred sizes for doorsets

Door

Single leaf

Single leaf

and side leaf

Double leaf

Sliding door

2100

2100

2100

800900

1200

15001800

1800

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PREFERRED SIZES

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Figure 2. Recommended range of coordinating sizes for windowsets

3M 6M 30M7M 21M8M 9M 10M 12M 15M 18M 24M 27M

30M

27M

24M

21M

18M

15M

12M

9M

6M

3M

PART 5 : COORDINATING SIZES FOR WINDOWSET

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PART 5 : PREFERRED SIZES FOR WINDOWSET

Table 1 : Dimensions of preferred sizes for windowsets

2400

600

Height(mm)

Width(mm)

1200

1800

600

120018002400

600120018002400

120018002400

120018002400

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Table 5 : Dimensions of preferred sizes for reinforced concrete

beams

Types of buildings

Residential 150

200

250

300

Width Depth

300

350

400

450

500550

600

Non - Residential400

450

500550

600

700

800

200

250

300350

400

500

600

Part 10 :

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Table 6 : Dimensions of preferred sizes for reinforced concrete column

150

200

250

300350

400

450

500

550

600

650

700

750

800

Width Length

150

200

250

300350

400

450

500

550

600

650

700

750

800

Part 10 :

Part 10 :

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Table 7 : Dimensions of preferred sizes

for reinforced concrete wall

Width Length

100

150

200

250

300

400

600

900

1200

18002400

3000

3600

4200

Part 10 :

Part 10 :

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Table 8 : Dimensions of preferred dimensions

for reinforced concrete slabs

Thickness Length

100

125

150

175

200

600

900

1200

1800

2400

3000

3600

4200

Part 10 :

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MC is the main tool to achieve OPENINDUSTRIALISED BUILDINGSYSTEM in construction industry inMalaysia.

MC does not stop the creativity anddesign ideas of the architects and otherdesign professionals.

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CC206_-_bab_3_BI_