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2020 Projects

Contructions of 7 UHPC Footbridges in Tanzhou Avenue, China

Project Title:  Construction of Seven (7) UHPC Footbridges Using Pi-Section Beam on the Rapid Reconstruction Project of Tanzhou Avenue (XiangTan Section)(潭州大道快速化改造工程(湘潭段), 人行天桥

GPS Location:       (K6+780, FootBr.3) 27.959768°N, 112.953331°E.

                              (K8+036, FootBr.4) 27.948407°N, 112.952135°E.

                              (K9+250, FootBr.5) 27.937523°N, 112.952802°E.

                              (K10+670, FootBr.6) 27.924820°N, 112.954476°E.

                              (K12+073, FootBr.7) 27.914430°N, 112.949017°E.

                              (K13+100, FootBr.8) 27.904901°N, 112.948327°E.

                              (K14+068, FootBr.9) 27.895293°N, 112.947569°E.

 

Structure Type:   FootBr.3: 13.1m + 34m + 13.1m; FootBr.4: 9.7m + 34m + 9.7m;

                             FootBr.5: 15m + 30.4m +18.8 m; FootBr.6: 23.3m + 26.6m + 21.6m;

                             FootBr.7:  15.8m + 32m + 19.5 m; FootBr.8: 10.5m + 34m + 10.5 m;

                             FootBr.9: 10.2m + 32.8m + 11.7m.

Superstructure Feature: Twenty-One (21) pcs ZL-DURA π BEAM1600 c/w 20-35 mm thk.

Cement Mortar Topping and 30mm Fire Surface Anti-Slip Granite Rock Plate Layer

Substructure Feature:  RCC Piers

Foundation Feature:  T.B.A

Loading Type:  T.B.A

Client:  Hunan Communications & Water Conservancy Group Ltd.(湖南交通水利建设集团有限公司)

Consultant:  Hunan Communications Planning Survey and Design Institute Co., Ltd.
(湖南省交通规划勘察设计院有限公司)

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

Contract Period: T.B.A

Construction Status: Completed

Tangzhou Highway No.4
Tangzhou Highway No.5
Tangzhou Highway No.6
Tangzhou Highway No.7
Tangzhou Highway No.8
Tangzhou Highway No.9
Tangzhou Highway No.4
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ZhungLu-DURA Recording Breaking in the Construction of 18 UHPC Footbridges- Fulong 2 Bridge

Project Title:  Rapid reconstruction project of Furong Avenue (Xiangtan Section)K26+643.839   10. Footbridge(芙蓉大道快速化改造(湘潭段)工程K26+643.839   10#人行天桥)

GPS Location:  27.892321°N, 112.994347°E.

Structure Type:  Multiple spans UHPC Composite Bridge System, 12.6m + 36m + 12.6m.

Superstructure Feature: ZL-DURA UBG1560 c/w 180mm thk bridge deck and 3cm Fire Surface Anti-Slip Granite Rock Plate.

Substructure Feature:  RCC Piers

Foundation Feature:  T.B.A

Loading Type:  

Client:  Hunan Communications & Water Conservancy Group Ltd.(湖南交通水利建设集团有限公司)

Consultant:  Hunan Communications Planning Survey and Design Institute Co., Ltd.

(湖南省交通规划勘察设计院有限公司)

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

Contract Period: T.B.A

Construction Status: Completed

Lifting of pedestrain U trough girder (191020).
Transportation of U girder to site for beam launching. (191020).
Transporting of U girder at a highway.
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Transportation of U girder.
Positioning ZhungLu-Dura UTG1600-36m girder on piers (201020).
Pedestrian girder positioned.
Lifting of pedestrain U trough girder (191020).
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ZhungLu-DURA Recording Breaking in the Construction of 18 UHPC Footbridges within Two Months

Project Title:  Construction of Ten (10) UHPC Footbridges Using Pi-Section Beam on the Rapid Reconstruction Project of Furong Avenue (XiangTan Section) (芙蓉大道快速化改造工程(湘潭段).

GPS Location:      (K18+749.09, FootBr.1) 27.954852°N, 113.017999°E.

                              (K19+186.441, FootBr.2) 27.950881°N, 113.018155°E.

                              (K20+204.069, FootBr.3) 27.940467°N, 113.017803°E.

                              (K21+184.276, FootBr.4) 27.935273°N, 113.019184°E.

                              (K23+030.263, FootBr.5) 27.918009°N, 113.015757°E.

                              (K24+189.313, FootBr.6) 27.908177°N, 113.011438°E.

                              (K24+748.966, FootBr.7) 27.903086°N, 113.009185°E.

                              (K25+208.751, FootBr.8) 27.899175°N, 113.006498°E.

                              (K25+440, FootBr.9) 27.897202°N, 113.002952°E.

                              (K27+484.306, FootBr.12) 27. 887587°N, 112.988154°E.

Structure Type:     FootBr.1, 3, 4, 5, 6, 7, 8, 10: 32m + 32m; FootBr.2: 30.5m +32 m; 
                               FootBr.9: 13.75m + 34.75m + 15.5m.

Superstructure Feature: Twenty-One (21) pcs ZL-DURA π BEAM1600 c/w 20-35 mm thk. 
                                          Cement Mortar Topping and 30mm Fire Surface Anti-Slip Granite Rock Plate Layer

Substructure Feature:  RCC Piers

Foundation Feature:  T.B.A

Loading Type:  T.B.A

Client:  Hunan Communications & Water Conservancy Group Ltd.(湖南交通水利建设集团有限公司)

Consultant:  Hunan Communications Planning Survey and Design Institute Co., Ltd. (湖南省交通规划勘察设计院有限公司)

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

Contract Period: Two Months

Construction Status: Completed

Beam launching in progress.
Beam launching in progress using mobile cranes.
K24+748.966 footbridge.
K24+748.966 footbridge in progerss construction of staircase.
K25+208.751 footbridge.
K24+189.313 footbridge 6.
Beam launching in progress.
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下埔径口桥 XiaPu JingKuo Bridge using ZL-Dura UHPC Prestressed I-beam in China

Project: Guangdong Old Bridge Reconstruction Project (广东省旧桥改造项目) Part 3 (下埔径口桥)

GPS Location: 23.891351 N; 116.688291 E

Structure Type: Four spans simply supported 12m (2 spans) and 15m (2 spans) by 6.6m wide UHPC composite bridge system

Superstructure Feature: Five (5) pieces per span of precast/prestress UHPC I-beam composited with reinforced NSC deck (total 20 pcs UHPC I-beam)

Substructure Feature: Cast in-situ RC piers

Foundation Feature: Existing Remained

Loading Type: First class load of highway 公路桥涵设计通用规范 (JTG D60-2015)

Client: 广东省基础工程集团有限公司 (Guangdong Foundation Engineering Group Co, Ltd.)

Consultant: 中铁二院工程集团有限责任公司 (CREC, China Railway Engineering Corporation)

Contractor: 广东华隧建设集团股份有限公司 (Guangdong Hua Tunnel Construction Group Co. Ltd)

Construction Status: Completed      

Beam launching in progress (080620)
Four spans of UHPC I beams positioned (080620).
Five beams per span.
Placing UHPC left-in formwork on to the beams.
Placing left-in formwork (090620).
Completed bridge.
Completed bridge.
Beam launching in progress (080620)
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ZhungLu-DURA Bridge USed in Reconstruction Project in Guangdong, China (金鲤大桥)

Project: Guangdong Old Bridge Reconstruction Project (广东省旧桥改造项目) Part 2

GPS Location: 23.369752 N; 116.040422 E

Structure Type: Six spans simply supported 16m (3 spans) and 20m (3 spans) by 7.5m wide UHPC composite bridge system

Superstructure Feature: Six (6) pieces per span of precast/prestress UHPC I-beam composited with reinforced NSC deck (total 36 pcs UHPC I-beam)

Substructure Feature: Cast in-situ RC piers

Foundation Feature

Loading Type: First class load of highway 公路桥涵设计通用规范 (JTG D60-2015)

Client:    广东省基础工程集团有限公司 (Guangdong Foundation Engineering Group Co, Ltd.)

Consultant: 中铁二院工程集团有限责任公司 (CREC, China Railway Engineering Corporation)

Contractor: 广东华隧建设集团股份有限公司     Guangdong Hua Tunnel Construction Group Co. Ltd

Construction Status: Completed       

Preparing crane for beam launching (100120).
Lifting of ZhongLu-Dura 20m long prestress I-beam.
Preparing crane for beam launching (100120).
Lifting of ZhongLu-Dura 20m long prestress I-beam.
Preparing crane for beam launching (100120).
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