Usage Example

Mechanical Rebar Joint

Rebar Sleeve【Evaluation & Certificate】“Building Construction”

The Building Center of Japan
Evaluation No. RC0077-03“Civil Engineering”

Public Works Research Center
Certificate No. 0436

Caution
1. This catalog is intended for architectural design firms and construction companies to safely and effectively install,and handle OS Rebar Sleeve when designing buildings.
2. Make sure to read this catalog, Technical Reference, and Instruction Manual before designing and performing installation.
3. The product specifications and appearance are subject to change without prior notification.
4. Please note that the appearance of the printed materials may be slightly different from the actual products.

Disclaimer
In the event that a failure occurs with OS Rebar Sleeve, we are exempted from responsibility if the failure falls under anyof the following cases.
• A failure occurred without following the cautions described in the catalog• A failure occurred without following design/installation described in the catalog• A failure occurred due to an unintended usage• A failure occurred due to installation/handling specification instructed by the designer/installer other than thestandard specification.
• A failure caused by remodeling of specification or performance after the delivery.
• A failure caused by morally unusual/unexpected usage, storage, and transportation.
• A failure caused by force majeure (natural disaster, calamity, land subsidence, fire, explosion, mayhem, etc.)• When a defect was found, and was not promptly reported.

Manufacturer

Distributor/Dealer

2-8-2 Oshiage Sumida-Ku Tokyo Japan 131-8505
Telephone: +81-3-3624-5306
Facsimile: +81-3-3624-5307
Webpage: http://www.okabe.co.jp/english
The specifications and standards described in the catalog may be changed without prior notification for improvement purposes.
We carefully created this catalog, but Okabe will not bear any responsibility whatsoever for any damage caused by typographicalerrors or omitted words, etc.

1607・1607・1607A・00

Applicable Rebar

Joint Method

Rebar shall be hot-rolled deformed bar prescribed in JIS G3112 “Steel Bars for Concerete
Reinforcement.”
Diameter: D10, D13, D16, and D19Standard: SD295A, SD295B, and SD345(Please consult with us when applying other than applicable rebars etc.)

D13

Double Sleeve[Building Construction]

Press Fitting Machine■ Cord Type

■ Battery Type (Lithium Battery)D10■ Sleeve(mm)

Rebar Diameter

10d or more

Single Sleeve[Building Construction/Civil Engineering]

Shape & Dimensions

D16d

1d or more

1d or more

Following “Tensile Test Data”are available.
• BS 4449:2005 +A2:2009 And SS560:2010 (Singapore-China)• BS 4449:1997 Grade 460(Malaysia-China)• SNI BJTS40(Indonesia)

D19dSleeve Length Outer Diameter Outer Diameter

Thickness

Wedge-Hole

18.2

3.1

10.2

39.0

24.6

4.5

10.2

60.0

46.3

29.0

5.0

14.8

70.056.5

34.0

6.0

16.8

LOD1

OD2

D1036.0

30.0

D1340.0

D16D19t■ Necessary Work Space (Both Cord & Battery Type)

(mm)

WH

Main Reinforcement

DESleeve ShapeCFA
B■ Wedge(mm)

Rebar Diameter

Wedge Length Wedge Diameter
LOD1

D10 / D13

36.0

10.0

D1643.0

14.0

D1948.0

16.0

L1
12.0
10.0

Shape

D10
D13
D16
D19A

B

66.0

79.0

99.0

109.0

C

DE

72.0

29.0

29.0

79.0

26.0

26.0

97.0

40.0

102.0

35.0

29.0

F52.0

75.0