Staff Login



Pedestrian Bridge in Kampung Belum Baru for 35m using Dura UHPFRC

Project: Project Connection of Village with Kampung Belum Baru Bridge Lenggong, Perak)

 (Projek Jalan Perhubungan Desa – Jambatan Kampung Belum Baru Lenggong, Perak)


GPS Location: 5.269776 N; 101.063947 E

Structure Type: Single Span 35m by 7m Wide UHPFRC Composite Pedestrian Bridge System

Superstructure Feature: 1 pieces of DURA® UBG1250-35m with Cast In-Situ RC Deck

Substructure Feature: RC Columns

Foundation Feature: 300mm Dia. Micro Piles

Loading Type: HA + Kel or 30 Units HB Loadings (BD37/01)

Client: JPS Perak

S.O.: Pengarah JPS Perak  

Consultant:

Contractor: PERNIAGAAN EMZEK

Contract Period: 20 Months

Construction Status: Under Construction
Project signboard.
Kampung Belum Baru entrance.
Proposed new bridge crossing river.
Micropile work in progress (060721).
Project signboard.
1/4 
start stop bwd fwd

Pedestrian Bridge in Melaka using Dura UBG1500

Project: To Construct a Pedestrian Bridge at Laluan FT019 – Lebuh AMJ (SK Agama Balai Panjan), Melaka

(Membina Jejantas Pejalan Kaki Di Laluan FT019 – Lebuh AMJ (SK Agama Balai Panjang), Melaka)

 
GPS Location: 2.223799 N; 102.232931 E

Structure Type: Single Span 39.75m by 2.5m Wide UHPFRC Composite Pedestrian Bridge System

Superstructure Feature: 1 pieces of DURA® UBG1500-39.75m with Cast In-Situ RC Deck

Substructure Feature: RC Columns

Foundation Feature: 350mm Dia. Micropiles (Class B)

Loading Type: 5 kPa (BD37/01)

Client: JKR Malaysia

S.O.: JKR Melaka Tengah

Consultant:

Contractor: Reximius Sdn Bhd

Contract Period: 20 Months

Construction Status: Under Construction       

Project site.
Proposed bridge site.
Construction of columns in progress (220421).
Unloading beam segment.
Assembly of segment.
UBG1500 fully assembled.
UBG1500-40m fully assembled at the road side.
Fully post-tensioned and grouted.
Construction of piers.
Project site.
1/9 
start stop bwd fwd

ZhungLu-DURA Constructed an Elavation Highway from Zhongshan to Kaiping in China

Project Title:  Construction of Elevation Highway Bridge #3 from ZhongShan to Kaiping (中山至开平高速公路火炬3#)

GPS Location:  22.549556°N, 113.537362°E

Structure Type:  Multiple spans UHPC Composite Bridge System

Superstructure Feature: ZL-DURA UBG1600 c/w 180mm thk. bridge deck, 42pcs UBG1600-30m and 6 pcs UBG1600-35m

Substructure Feature:  RCC Piers

Foundation Feature:  T.B.A

Loading Type:  First Class Load of Highway (JTG D60-2015) 公路Ⅰ级荷载-公路桥涵设计通用规范

Client: Powerchina Roadbridge Group Co. Ltd  (中电建路桥集团)

Consultant: JSTI (Jiangsu Provincial Institute of Transportation Science) 苏交科

Contractor: ZhongLu-Dura International Engineering Limited by Share Ltd.(中路杜拉国际工程股份有限公司)

Construction Status: Under construction.

Mould and sheaths preparation.
Tightening of mould prior to casting.
Casting of UHPC into mould.
Carrying beam sgement for curing.
Spraying a layer of coating.
6
7
8
9
10
Installation of bearing for post-tensioning works.
Stressing of tendons.
13
14
ZL-Dura beam positioned.
Mould and sheaths preparation.
01/15 
start stop bwd fwd

© 2009-2021 by GPIUTMD