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The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge

Zhang Xiangqun,Wang Lin and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 29-32

Abstract:

The middle tower of Taizhou Bridge is a steel frame with longitudinaltechnology with segments fabricated in the factory and erection at site is used in the construction of the middlesteel tower.The result of the implementation of the middle steel tower of Taizhou Bridge indicated that the line-shapecontrol method adapted could be effective, and the precision of final line-shape of the middle steel

Keywords： Taizhou Bridge     middle steel tower     line shape control     error adjusting    

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Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge

Ruan Xin,Ruan Jing,Chen Airong and Guo Ji

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 71-74

Abstract: Three methods to assess the safety of saddle sliding on middle tower of the Taizhou Bridge are presentedAll three assessment results indicate that the middle tower saddle of the Taizhou Yangtze River Bridge

Keywords： three-tower two-span suspension bridge     middle tower saddle     deterministic assessment     probabilistic    

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Model design of static experiment for the middle tower of multispan suspension bridge based on actual

Ji Lin,Wang Tao and Wu Hanliang

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 66-70

Abstract:

Compared to the tower of common twospan suspension bridges, the middleIn this paper, a small-scale model was designed for the middle tower of Taizhou Bridge, based on its

Keywords： suspension bridge     middle tower     actual working conditions     similarity theory     numerical simulation     model    

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Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 4-8

Abstract: The middle tower of the bridge adopts longitudinal shape of herringbone fashion for the first time inThe foundation of the middle tower is the deepest caisson in the earth under water.bottom-sealing technique of the super scale caisson foundation, the manufacture, connection techniques of steeland concrete in the middle tower, the welding of extra thick steel plate and manufacturing and controlof abnormal sections of the middle tower.

Keywords： three-tower suspension bridge     innovation     design     caisson in water     herringbone steel tower    

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Research on the key technology of level pre-assembly of steel tower segments

Zhang Yongli,Gu Bifeng

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 48-52

Abstract: justify;">In this paper, we researched the key technology of the level pre-assembly of Taizhou Bridge steeltower, proposed the principle of the pre-assembly process in the complex structure steel tower.Level pre-assembly of steel tower fills the technology gaps in China and provides a strong basis forthe follow-up complex steel tower pre-assembled program.

Keywords： steel tower     level pre-assembly     support control     apply level force    

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Contribution of Design Innovation to Oriental Pearl Tower & Menara Jakarta

Jiang Huancheng

Strategic Study of CAE 1999, Volume 1, Issue 1,   Pages 30-35

Abstract:

The project Oriental Pearl Tower, 463.85 m in height, ranked the first in Asia and the third in the
  The success in both Shanghai Oriental Pearl Tower construction and the design competitionIn the project of Shanghai Tower, designers used a string of pearls to symbolize Shanghai, hanging onFurthermore, a series of advanced technologies were employed in the tower, such as to use a prestressedconcrete shell to support the 50m sphere, to use bi-hanging steel structure for the45m sphere and to

Keywords： design innovation     TV tower     space frame     diagonal strut     sphere     steel pole     hanging structure    

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The hoisting techniques of huge segments of the steel tower

Zhang Ping,Xiao Wenfu,Huang Tao,Jiang Jian,Cai Wei

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 58-62

Abstract:

Taizhou Changjiang River Highway Bridge adopts a three-tower, two-spanThe longitudinal shape of the middle tower is herringbone, and the steel gallows frame is adopted in

Keywords： huge segments of steel tower     lifting     positioning     adjusting     precision control     positioning system    

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Structure style selection and key structural design of herringbone steel middle pylon of three-pylon

Hua Xin,Han Dazhang,Zhou Yanfeng,Xu Ruifeng

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 37-42

Abstract: The middle pylon structure of a three-pylon suspension bridge has great influence on the mechanical behaviorBased on the analysis of the characteristics and structural behavior of middle pylon of Taizhou Bridge, structure selection of the pylon is done and longitudinal herringbone steel pylon is taken.The structure design of steel pylon and process with key structures, which include weld design for thickplates, structure dispose of branching nodes, connection type between the bottom of steel pylon and

Keywords： three-pylon suspension bridge     steel middle pylon     structure style selection     key structural     design中国工程科学    

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Overall process design of herringbone steel pylon

Ji Lin,Zhang Yongli

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 43-47

Abstract:

The central tower of Taizhou Bridge adopts the vertical steel tower structureThrough targeted analysis in the steel-concrete composite section, the integral segment, the lower linksegment and different structural forms of the steel tower, we propose different manufacturing programsapplication to Taizhou Bridge will provide references and technical support for using high-strength steelplate and manufacturing of the steel tower with complex structural forms.

Keywords： plate element     block     segment     steel tower     technology design    

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Physics model experimental research on the bearing capability of the middle tower caission foundation

Ruan Jing and Hu Feng

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 57-61

Abstract:

The foundation of the middle pylon of Taizhou Bridge is located aboveTo verify the safety and stability of the middle pylon of Taizhou Bridge, a physics model with the scale

Keywords： bearing capability of caission foundation     Taizhou Bridge     physics model experiment    

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Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

Wang Jun and Liang Jinda

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 41-45

Abstract:

Taizhou Bridge is the first three-tower two-span suspension bridge withIts main spans are 2×1 080 m; the middle tower is a steel frame with longitudinal herringbone shapeshape; the side towers are gate shaped concrete frames; the stiff girder consists of flat streamline steelbox girders, with a total of 136 steel box girders of about 33 426 t for the whole bridge.This article determines the proper lifting sequence of steel box girders of this threetower suspension

Keywords： three tower two pan suspension bridge     steel box girder     lifting sequence    

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Key technology research on construction for the middle tower of suspension bridge

Tian Wei,Liu Jianbo and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 23-28

Abstract:

The middle tower of Taizhou Bridge consists of deepwater caisson foundationand steel tower with herringbone shape along the longitudinal direction.Erection accuracy of steel tower is very high, but adjusted segments are few., and the key technologies about construction of deepwater caisson , manufacturing and erection of steeltower are formed, which can be referred for other similar projects in the future.

Keywords： Taizhou Bridge     anchor pier positioning     real time monitoring     control measure in final stage     whole process control     erection accuracy    

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Safety and serviceability assessment for high-rise tower crane to turbulent winds

Zhi SUN, Nin HOU, Haifan XIANG

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1,   Pages 18-24 doi: 10.1007/s11709-009-0009-2

Abstract: Tower cranes are commonly used facilities for the construction of high-rise structures.This paper proposes a general scheme for safety and serviceability assessment of high-rise tower craneSpatially correlated wind velocity field at the location of the tower crane was first simulated usingThe proposed method is then adopted for analyzing the buffeting response of an in-use tower crane under

Keywords： tower crane     buffeting response     wind velocity     modeling    

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Numerical study of thermal characteristics of double skin facade system with middle shade

Shaoning LIU, Xiangfei KONG, Hua YANG, Minchao FAN, Xin ZHAN

Frontiers in Energy 2021, Volume 15, Issue 1,   Pages 222-234 doi: 10.1007/s11708-017-0480-8

Abstract: A new shade combined with the double skin façade (DSF) system, called middle shade (MS), was introduced

Keywords： middle shade     position     thermal characteristics     double skin facade    

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Practice and Experience of Canton Tower Project Management

Rong-hua Yi

Frontiers of Engineering Management 2016, Volume 3, Issue 1,   Pages 74-79 doi: 10.15302/J-FEM-2016013

Abstract: This paper presents a brief introduction about the preliminary consulting and tender agent of Canton Towersituation of the whole-process supervision on the construction site, and a general summary of the Canton Tower

Keywords： Canton Tower     consultation     tender agent     whole-process     supervision    

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Title Author Date Type Operation

The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge

Zhang Xiangqun,Wang Lin and You Xinpeng

Journal Article

Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge

Ruan Xin,Ruan Jing,Chen Airong and Guo Ji

Journal Article

Model design of static experiment for the middle tower of multispan suspension bridge based on actual

Ji Lin,Wang Tao and Wu Hanliang

Journal Article

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Journal Article

Research on the key technology of level pre-assembly of steel tower segments

Zhang Yongli,Gu Bifeng

Journal Article

Contribution of Design Innovation to Oriental Pearl Tower & Menara Jakarta

Jiang Huancheng

Journal Article

The hoisting techniques of huge segments of the steel tower

Zhang Ping,Xiao Wenfu,Huang Tao,Jiang Jian,Cai Wei

Journal Article

Structure style selection and key structural design of herringbone steel middle pylon of three-pylon

Hua Xin,Han Dazhang,Zhou Yanfeng,Xu Ruifeng

Journal Article

Overall process design of herringbone steel pylon

Ji Lin,Zhang Yongli

Journal Article

Physics model experimental research on the bearing capability of the middle tower caission foundation

Ruan Jing and Hu Feng

Journal Article

Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

Wang Jun and Liang Jinda

Journal Article

Key technology research on construction for the middle tower of suspension bridge

Tian Wei,Liu Jianbo and You Xinpeng

Journal Article

Safety and serviceability assessment for high-rise tower crane to turbulent winds

Zhi SUN, Nin HOU, Haifan XIANG

Journal Article

Numerical study of thermal characteristics of double skin facade system with middle shade

Shaoning LIU, Xiangfei KONG, Hua YANG, Minchao FAN, Xin ZHAN

Journal Article

Practice and Experience of Canton Tower Project Management

Rong-hua Yi

Journal Article