Catalog nikken english vol2

Exclusive member of NKL scaffold system ø42.7 Exclusive member of NKL scaffold system ø42.7NIKKEN INTERNATIONAL MYANMAR NIKKEN LEASE KOGYO-MANILA BRANCH NIKKEN LEASE KOGYO-JAKARTA AGENCY

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NIKKEN INTERNATIONAL ASIA CO., LTD

NIKKEN TEMPORARY MATERIALS CATALOG

VOL 2

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CÔNG TY TNHH NIKKEN INTERNATIONAL ASIA

NK SUPPORT SYSTEM

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NK SUPPORT SYSTEM

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CÔNG TY TNHH NIKKEN INTERNATIONAL ASIA.

NK SUPPORT SYSTEM

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CÔNG TY TNHH NIKKEN INTERNATIONAL ASIA

NK SUPPORT SYSTEM

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NK SUPPORT SYSTEM

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NK SUPPORT SYSTEM

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SCAFFOLDING BY FRAME

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SCAFFOLDING BY NKL SYSTEM

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Exclusive member of NKL scaffold system (ø42.7) Exclusive member of NKL scaffold system (ø42.7)

NIKKEN INTERNATIONAL MYANMAR

NIKKEN LEASE KOGYO-MANILA BRANCH NIKKEN LEASE KOGYO-JAKARTA AGENCY NIKKEN RENTACOM GROUP

NIKKEN RENTACOM CO.,LTD.

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NIKKEN Support System

of work

Our experienced employees pay visits to construction sites and suggest the best possible solution in each construction site using our construction materials

The accurate ﬁeld investigation will be conducted by our skilled workers to survey the landscape fully and to insert it into the acutual plan

The most eﬃcient plan and calculation sheetwill be presented through the ﬁeld investiga-tion and discussions

The accurate scheduling and quantity calculation for the required materials will enable us to deliver our product on time

Our temporary structure materials will be assembled by our skilled ﬁeld workers in accurate and speedy manners based on the ﬁeld schedule

In addition, we also arrange the inventory management on the ﬁeld to minimize the loss of our products

The risk of unnecessary repairs on buildings and damages on temporary structure materials will be reduced since our skilled workers reponsively dismantle our products All materials will be checked and packed immediately to be transported in order to keep the site orgaized and clean at all time

REQUEST

LOCATION RESEARCH

DRAWING

ASSEMBLY

DISMANTLING DELIVERY OF MATERIALS

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A BRAND NEW SCAFFOLD SYSTEM

Lighter Safer More economic

Suprising Operation Space

H = 1900

No more helmet collision

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● Quality of material

● Steel pipe ： ø42.7×2.4t

： STK540

2 1

3

L

89.5 L

89.5

L

2 1

89.5

2 1

L

89.5 L

Φ36.4 90°

110

55 55

17

1.3kgBCKL

Vertical・Adjusted member

HandrailCodeNKX18NKX09 ø42.7mm

1,829mm914mm

1,650mm735mm

6.0kg5.3kg

L1 -Size

Upper vertical

WeightCode

NK06L3.4kg

NK09L4.0kg

NK19L5.6kg

NK27LB9.4kg

NIKKEN INTERNATIONAL ASIA CO.,LTD

Exclusive member of NKL scaffold system (Ø42.7)

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305 226

1,786.0mm1,481.0mm1,176.0mm871.0mm567.0mm262.0mm

5.1kg4.5kg3.8kg2.9kg2.3kg1.6kg

Horizontal

1.4kgNKBR-L

Bracket Bracket NKBR-L

305

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Example of arranging beam frame

Base Jack A752

Stage Board SKN6UK

Handrail NKX18 Beam frame NKH54

Beam Frame

22kgNKH36 Weight

3,615 3,658

914.5 21,521,5

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NIKKEN INTERNATIONAL ASIA CO.,LTD.

Stair Hangover

Code

1,093788484

4.3kg3.5kg2.8kg

1,178873569

1,219914610

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6 Repeat the same steps as above

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MAIN FEATURES

1 Working process is shortened.

NK supports are used as both shoring and form It does not require changes for bar arrange-ments, so this saves labor and the working process

is shortened

2 Strong bearing power

A single NK support has the bearing power twice

as strong as a frame shoring (or a frame leg)

Furthermore, NK supports can be assembled easily

3 Improvement of working ability.

Unlike frame shoring, NK supports can be

The brace can be installed or removed easily depending on circumstances NK supports are light and very easy to move

4 Simple structure

The joint for NK supports can be connected by plugging with using a hammer only, so NK supports are very easy and speedy to assemble and dismantle

5 Easy shipment

NK supports can be transported and carried out separately within limited space and through small holes such as manholes

6 Rust prevention

NK supports have a distinct advantage over sion and rust due to hot dip zincing method

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5,4kg4,6kg3,8kg3,1kg2,3kg1,9kg

Exclusive member of NK scaffold system (Ø 48.6)

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Brace

φ14

2 1

9006001,8001,2009006001,2009006001,200600

6.5kg5.6kg6.1kg5.3kg4.8kg4.6kg4.3kg5.6kg5,8kg5,4kg5,1kg5,3kg4,7kg4,4kg4.7kg4,2kg3,7kg

H=1,200mm

1,524mm1,219mm914mm610mm

6.0kN

0.60t

12.0kN

1.20t3.5kN

0.35t

7.0kN0.70t

L

W 114

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Min 1,547～Max 2,193 1,370 61

70

Min 1,427～Max 2,000 1,250 61

1,803mm1,717mm

1,925mm

②(0918) ③(1218) ④(1518) ⑤(1818)

1,829mm1,524mm1,219mm 914mm 610mm

1,648mm1,547mm

7,02kg

①(0615) ②(0915) ③(1215) ④(1515) ⑤(1815)

1,829mm

1,200mm 900mm 600mm

1,524mm

1,200mm 900mm 600mm

1,878mm1,714mm1,587mm1,643mm1,455mm1,305mm

2,000mm1,836mm1,709mm1,765mm1,577mm

②(1509) ④(1512) ③(1806) ⑤(1809) ⑥(1812)

6.22kg

Brace (Pin Type)

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1,434mm1,299mm

1,200mm 900mm 600mm

1,876mm1,760mm1,688mm1,610mm1,472mm1,385mm

1,926mm1,810mm1,738mm1,660mm1,522mm

1,570mm1,644mm1,384mm1,529mm

1,854mm1,620mm1,694mm1,434mm1,579mm

1,800mm1,500mm1,800mm1,500mm1,800mm

1,219mm 914mm 610mm:NKB

φ17

25 81 49

25

83

1,155 1,213

φ13

1,439 1,497

Brace (Clamp Type)

Inner Tube Outer Tube

81 25

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HL12(C) HL09(C)

NKB1427 K-Hole 4

NKB1427 K-Hole 3

NKB1427 K-Hole 5

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4-φ13 2-φ12

4,2kgA752

Bottem BCK

BC150 Upper vertical Sample of Installation

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NKBRK Bracket pin NKS*** Vertical

15.6kgNKBR

1.7kgNKBRK

Inner tube φ42.2×2.4

φ48.6×2.4

φ13

1,219mm 914mm

400 kg4.00 kN

through hole

Allowable strength of bracket

Example of arranging bracket NKBR

φ14 through hole

Allowableload (P)Span(W)

Allowable load is smaller or the same as the values written on the right table.

Using a lock pin (NKJP)

Edge sockets are used to connect verticals

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HLL3SP(HLL2SP) HLL3SP(HLL2SP)

5,487 5,328.4

●　　　Allowable load(Multipoint load) 30.0kN (3.0t)

Beam frame

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ARC1 (Fixed type)

ARC2 (Swing type)

SKN6UK

9,4kg

2,45kN (0,25t)11,5kg

13,7kg16,2kg

914mm1,219mm1,524mm1,829mm

BKN224BKN324BKN424BKN524BKN624

Scaffold plank Allowable load

1,176kN (0,12t)4,6kg

Weight

5,7kg6,8kg7,9kg9,0kg

610mm

L - size914mm1,219mm1,524mm1,829mm

● Size: Ø42.7~Ø48.6

● The slip load: 3.43kN

● Allowable shear strength: 3.92kN

1.10kg

Clamp

●　The slip load: 3.1kN

●　Allowable shear strength: 3.43kN

● Size: Ø48.6

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ARC1 (Fixed type)

ARC2 (Swing type)

SKN6UK

9,4kg

2,45kN (0,25t)11,5kg

13,7kg16,2kg

914mm1,219mm

1,524mm1,829mm

BKN224BKN324BKN424BKN524BKN624

Scaffold plank Allowable load

1,176kN (0,12t)4,6kg

Weight

5,7kg6,8kg7,9kg9,0kg

610mm

L - size914mm

1,219mm1,524mm1,829mm

● Size: Ø42.7~Ø48.6

● The slip load: 3.43kN

● Allowable shear strength: 3.92kN

1.10kg

Clamp

●　The slip load: 3.1kN

●　Allowable shear strength: 3.43kN

● Size: Ø48.6

Steel stage plank

A- Size B- Size C- SizeNB200K

2,000mm4,000mm 1.47KN

8.0kg14.0kg

0.5M 0.5m

1.0m1.2m1.5m2.0m2.5m3.0m3.5m

1.37kg

4.0m4.5m5.0m6.0m

1.2M1.5M2.0M2.5M3.0M3.5M4.0M4.5M5.0M6.0M

3.28kg4.10kg5.46kg6.83kg8.19kg9.56kg10.92kg12.29kg13.65kg16.38kg

Code Length Weight

6.000

φ48.6t=2.3mm

100K2.0M100K2.5M100K3.0M100K3.5M100K4.0M100K4.5M100K6.0M

2.0m2.5m3.0m3.5m4.0m4.5m6.0m

20.08kg25.10kg30.12kg35.14kg40.16kg45.18kg60.24kg

60K2.0M60K2.5M

2.0m2.5m

8.12kg10.15kg

Sectionmodules Z for shear forceSection area Second momentof area 2 -I Second radius of area 2 -i

Sectionmodules Z

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Vertical NK**

8.0kgNOP

2.65kgW410

Base jack A752S

Steel L65*65

Wooden plank

Rolling scaffold system

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Joint pin

φ11 φ13

1,829 Tube

Fram

15.5kgA4055B

34.3kN(3.5t)

Allowable load

U-shaped pinCode H23UB Weight 1,1 kg

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26.5kgK3055SK

Stair case

FEATURES

1 Can be installed with materials in construction site such as clamps, pipes

2 Angle of staircase can be adjusted

3 Installation, removal and transportation work is easy

4 Product is made by steel so it's safe and durable

5 Hardrail is installed with pipes and clamps

6 Can adjust height of staircase and stair flexibly

Weight Allowable load

W1/2

KSINS

CodeInsert

Wall tieCode

Bracket Weight Allowable load

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Beam passing L - size Weight Frame

6706 2438.5 2438.5

139 48

42,7x2.4

42,7x2.4 27,2x1.9

2438.5

Beam frame (3 span) A147 38,8kg

Exclusive member of Frame

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AXM14 Main beam

AXM18 Main beam AXS Side beam

AXS Side beam

AXM25 Main beam

AXS Side beam

AXM32 Main beam

AXS Side beam

AXM39 Main beam

AXS Side beam

AXM46 Main beam

AXS Side beam

Exclusive member of shoring system

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AXM 18

Weight7,4 kg 15 thanh

AXM 14

AXM 32

AXM 25

AXM 46

AXM 39

AX Beam

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Drawing of AX beam

Illustration image

Notes for using

At places where side beam

is arranged, plywood of beam form work needs to be cut 8mm innerly

At joint of plywood, put battern cleat to AX beam and fix with nails

Don't cast concrete partially at one place

or urqualified ones for beam

Support system for beam form -

work needs to be supported

laterally by 2 columns limit of

supporting laterally by 1 column

as much as possible

Support bar of form - work is placed with the largest distance 400 mm; distance of thread rod 700 mm

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Support system for form-work of beam

HK1400HKBHKJHKTB

10.35Kg3.3Kg2.0Kg1.8Kg

Installation of support system for form-work of beam

Default lateral pressure per set is 10.00 KN Width of adjustment beam: B = 300 mm ~ 700 mmHeight of adjustment beam: H = 300mm ~ 700mm

Upper jack HKJSteel 50x50x2,3

8472

B

Hole Ø17 mmConecting bolt M16

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Mobile ladder

Name Code Height H (mm)

Mobile ladder MY 18 1456~1817

Width W (mm)799~865

Length L (mm)2606~2834

Weight 26,9

Load (Kg)150

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Strength test result of NK support system

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Strength test result of NK support system

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According to chapter 240, section 3, item 2 of Japan Industrial Safety and Health law:

Incase allowable load which is declared by manufacturer is not clear, the materials are not allowed to be used as shoring support

If basing on test result, in case the test condition is the same as actuality, safety coefficient must be from 2

Test mothod Assortment

Test load kN

Allowable load kN (Safety factor)Allowable load and fracture load test

Joint Exclusive

1,219 1,219 Brace

NK-D NK-D

NK-D NK-D NK-D NK-D NK-D NK-D

NK-D NK-D NK-D NK-D

130.875/vertical (523.5/4vertical)

1,219 1,219

Joint

Exclusive Brace

NK-D NK-D

NK-D NK-D NK-D NK-D

4.0/vertical (3.26)

13.06

Vertical Direction

Horiontal Direction

L

HL12 L=1.2m

HL18 L=1.8m

10.37 (20.75/2vertical)

6.32 (12.64/2vertical)

4.5/vertical (2.30)

3.0/vertical (2.10)

[Plan]

[Side view]

Horizontal bending strength incase of central concentrated load

Tensile load

(3.28) 55.90

Vertical’s joint

(Joint: NKJ)

tensile strength

65.0/vertical (4.24)

(in case of fixed pedestal)

P

276.1 Compressive

strength of

base jack

P

186.2 99.425/vertical

(in case of fixed pedestal)

Compressive strength of upper jack

Joint’s bending strength (New type)

Vertical Direction

Horiontal Direction

Joint’s bending strength

Strength test result of NK support system (Ø 48.6)

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1,200 1,800

(NKB1818) w=1.524m (NKB1518) w=1.219m (NKB1218) w=0.914m (NKB0918) w=0.610m (NKB0618)

6.0/vertical (3.92) 6.0/vertical

12.0/vertical

25.45 (101.8/4vertical) 24.22 (96.9/4vertical) 16.07 (64.3/4vertical)

w=1.829m (NKB1812)

4.0/vertical (3.22)

2.0/vertical (2.46)

27.375 (109.5/4vertical)

12.90 (51.6/4vertical)

4.925 (19.7/4vertical)

Central load (longest)

Central load (shortest)

Central load

NK side bracket's strength

36.84

35.45

Vertical Direction (Lower part)

14.0/vertical (5.38) Exclusive bolt

Test load kN

Allowable load kN (Safety factor)

Strength test result of NK support system (Ø48.6)

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6.35 (12.7/2horizontal)

4.0/horizontal (2.43)

3.0/horizontal (2.11)

2.0/vertical (3.85)

7.7 (30.8/4vertical)

4.0/vertical (3.35)

Direction

Horizontal

Direction

24.9 (49.8/2vertical)

Allowable load and fracture load test

Strength test of NKL (Ø 42.7)

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Introduction of construction site

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Support W15mxH14m

Building work 8

Molex

Introduction of construction site

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Building work

W202m×H16m W15m×D15m×H7m

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NIKKEN TEMPORARY MATERIALS CATALOG VOL 2

Issued: November 2016 Edited by Nikken International Asia Co., Ltd

Any unauthorized duplication or reproduction without permission is strictly prohibited

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Ha Noi Warehouse:

Address at Vina- Fuji Co.,Ltd, Quang Minh II Industrial Zone, Me Linh, Ha Noi

Ho Chi Minh Warehouse:

Address at Khai Hoan Joint Stock Company, Street 7, Tam Phuoc Industrial Zone, Bien Hoa, Dong Nai

NIKKEN TEMPORARY MATERIALS CATALOG VOL 2

Issued: November 2016 Edited by Nikken International Asia Co., Ltd

Any unauthorized duplication or reproduction without permission is strictly prohibited

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NIKKEN INTERNATIONAL ASIA CO., LTD.

Warehouse: Vina- Fuji Co.,Ltd,Quang Minh II Industrial Park, Me Linh, Ha Noi

Warehouse: Khai Hoan Joint Stock Company, Road No 7, Tam Phuoc Industrial Park, Tam Phuoc, Dong Nai

Address : 6th Floor, Toyota My Dinh Bld., No 15 Pham Hung Str., My Dinh 2 Ward, Nam Tu Liem Dist., Ha Noi.Tel : (+84) 043-7688-942

Fax : (+84) 043-7688-943

Address : M Floor, Huy Minh Building, 7 Ly Tu Trong Street, Ben Nghe Ward, Dist 1, HCM CityTel : (+84) 083-9390-882

Fax : (+84) 083-9390-869

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