Application of Fiber Reinforced Waterproof Technology in Xisang Highway Bridge Deck Waterproof Layer

2014 ◽  
Vol 599 ◽  
pp. 273-276
Author(s):  
Hong Bin Wang ◽  
Cheng Jian Jiang ◽  
Delehei ◽  
Xue Da Feng
Keyword(s):  
Shear Test ◽  
Bridge Deck ◽  
Layer Structure ◽  
Adhesive Layer ◽  
Highway Bridge ◽  
Fiber Reinforced ◽  
Modified Asphalt ◽  
Pull Out ◽  
Polymer Modified Asphalt ◽  
Bridge Deck Pavement

By Using polymer modified asphalt bridge deck waterproof coating synchronous shearing spraying technology, the fiber reinforced bridge deck waterproofing adhesive layer had succeed carried out in Xisang highway bridge. Shear test was conducted in the waterproof layer structure. When completed bridge deck pavement, core was drilled and samples were carried out pull-out test. The results indicate that fiber reinforced bridge deck waterproof layer can improve waterproof coating gave resistance, crack resistance and tensile ability. The introduction of asphalt bridge deck waterproof can improve the bonding strength between the layers and the overall shear strength of the waterproof layer, enhance the overall waterproof effect and enhance the service life of asphalt layer effectively.

The Connection Properties of Rubber Asphalt Waterproofing Adhesive Layer in Bridge Deck Pavement

2011 ◽  
Vol 142 ◽  
pp. 169-172 ◽  
Author(s):  
Yun Liang Li ◽  
Yi Qiu Tan
Keyword(s):  
Shear Test ◽  
Bridge Deck ◽  
Asphalt Pavement ◽  
Adhesive Layer ◽  
Adhesive Properties ◽  
Test Analysis ◽  
Layer Material ◽  
Pull Out ◽  
Deformation Ability ◽  
Bridge Deck Pavement

The use of rubber asphalt pavement as a bridge deck waterproofing adhesive layer material, the use of shear test and pull-out test analysis of the adhesive layer of rubber bitumen adhesive properties. The best rubber asphalt spraying volume has been tested, and the stress - deformation of rubber asphalt waterproofing adhesive layer has been obtained. Studies have shown that rubber asphalt has good deformation ability, suitable for bridge deck waterproofing adhesive layer materials.

scholarly journals Performance Evaluation and Optimization of Waterproof Adhesive Layer for Concrete Bridge Deck in Seasonal Frozen Region Using AHP

2021 ◽  
Vol 2021 ◽  
pp. 1-12
Author(s):  
Weidong Jin ◽  
Yu Zhao ◽  
Wensheng Wang ◽  
Feng He
Keyword(s):  
Bridge Deck ◽  
Rubber Particle ◽  
Asphalt Mixture ◽  
Adhesive Layer ◽  
Concrete Bridge ◽  
Modified Asphalt ◽  
Pull Out ◽  
Concrete Bridge Deck ◽  
Sbs Modified Asphalt ◽  
Adhesive Materials

The weak connection performances between the waterproof adhesive layer, the bridge deck, and asphalt pavement are important factors that cause the bridge deck slippage and upheaval and affect the safety and durability of the bridge. In this paper, styrene-butadiene-styrene- (SBS-) modified asphalt, SBS-emulsified asphalt, rubber-modified asphalt, and AMP-100 waterproof materials are selected to study the performance of the bridge deck waterproof adhesive layer in the seasonal frozen region. The shear strength and bond strength of the four waterproof adhesive materials were obtained through the shear test and pull-out test of the composite specimens composed of four kinds of adhesive materials, diatomite rubber-particle asphalt mixture, and concrete bridge deck at different dosages and temperatures. According to the priority analysis of the factors including cost, construction difficulty, and environmental protection for the four kinds of materials by using analytic hierarchy process (AHP), SBS-modified asphalt is obtained as the most suitable waterproof adhesive layer of diatomite rubber particle asphalt mixture bridge deck in seasonal frozen region.

scholarly journals Material and Structural Properties of Fiber-Reinforced Resin Composites as Thin Overlay for Steel Bridge Deck Pavement

2019 ◽  
Vol 2019 ◽  
pp. 1-13 ◽  
Author(s):  
Hui Zhang ◽  
Chengqi Zhou ◽  
Kuan Li ◽  
Peiwei Gao ◽  
Youqiang Pan ◽  
...  
Keyword(s):  
Bridge Deck ◽  
Bending Strength ◽  
Failure Strain ◽  
Fiber Reinforcement ◽  
Bending Test ◽  
Steel Bridge ◽  
Fiber Reinforced ◽  
High Toughness ◽  
Epoxy Asphalt ◽  
Bridge Deck Pavement

Fatigue cracks are main damages to steel bridge deck pavement with thermosetting epoxy asphalt. By combining a high-toughness resin material with fiber woven fabrics, this study formed an ultrathin overlay of fiber-reinforced high-toughness resin to improve cracking resistance of pavement. Through theoretical measurement and bending test, this research studied change laws of bending and tensile properties of epoxy asphalt concrete after fiber reinforcement and analyzed bending strength and the maximum failure strain of beams at different temperatures. Moreover, the reinforcing effects of different fibers were discussed. It is found that bending strength, maximum failure strain, and stiffness modulus of the beams with epoxy asphalt are improved after fiber reinforcement. With the decrease of temperature, after fiber reinforcement, the mode of bending failure of the epoxy asphalt mixture (EAM) changes from brittle fracture into shear failure, accompanied with significant yield phenomenon. Furthermore, organic carbon fiber is sensitive to influences of temperature, while glass fiber is least sensitive to temperature.

Road Performance of Fiber Reinforced Asphalt Concrete Bridge Deck Pavement

2013 ◽  
Vol 13 (21) ◽  
pp. 4666-4670 ◽  
Author(s):  
Xiu Liu ◽  
Zhaojie Sun ◽  
Decheng Feng ◽  
Yixiang Cao
Keyword(s):  
Asphalt Concrete ◽  
Bridge Deck ◽  
Concrete Bridge ◽  
Fiber Reinforced ◽  
Concrete Bridge Deck ◽  
Road Performance ◽  
Bridge Deck Pavement

Performance of Composite Modified Asphalt with Trinidad Lake Asphalt used as Waterproofing Material for Bridge Deck Pavement

2009 ◽  
Vol 37 (5) ◽  
pp. 000355 ◽  
Author(s):  
M. R. Mitchell ◽  
R. E. Link ◽  
Wei-Dong Cao ◽  
Zhan-Yong Yao ◽  
Shu-tang Liu ◽  
...  
Keyword(s):  
Bridge Deck ◽  
Modified Asphalt ◽  
Bridge Deck Pavement

scholarly journals Comparative Study on Test Performance of Two Kinds of High Modulus Asphalt Concrete for the Steel Bridge Deck

2021 ◽  
Vol 5 (2) ◽  
Author(s):  
Jianlin Yuan ◽  
Junjie Yang
Keyword(s):  
Comparative Study ◽  
Epoxy Resin ◽  
Asphalt Concrete ◽  
Test Performance ◽  
Bridge Deck ◽  
Steel Bridge ◽  
High Modulus ◽  
Modified Asphalt ◽  
Bridge Deck Pavement

Along with the popularization and application of the steel bridge in China, due to the high modulus of asphalt concrete with good waterproof, anti-fatigue, anti-aging and good performance, asphalt concrete with high modulus was widely used in steel bridge deck pavement, the test and comparative study of high modulus asphalt concrete were carried out based on two types of common high modulus asphalt concrete which include the casting type asphalt concrete and epoxy resin modified asphalt concrete, aims to further explore the performance features of the steel bridge deck with high modulus asphalt concrete, and provide help on the application of this asphalt concrete on the steel bridge deck.

Steelframe reinforced plug joint towards seamless bridge deck

2021 ◽  
Author(s):  
Yousong Peng ◽  
Sichang Liu ◽  
Yi Wang ◽  
Jie Li ◽  
Jian Ren ◽  
...  
Keyword(s):  
Bridge Deck ◽  
Asphalt Binder ◽  
Vertical Stiffness ◽  
Modified Asphalt ◽  
Bridge Span ◽  
Design Life ◽  
Future Improvement ◽  
Modified Asphalt Binder ◽  
Polymer Modified Asphalt ◽  
Strength And Durability

<p>The application of asphaltic plug joints (APJs) for road bridges has spread worldwide. The APJ consists of polymer modified asphalt binder mixed with selective aggregates filled in the cut-out centred over the gap between bridge span ends or between the bridge deck and abutment. APJs have the advantages of being watertight and free of debris, providing a smooth seamless riding surface through the whole bridge deck for vehicles to pass over with less bump and impact. They are simple, easy, and quick to install. Nevertheless, APJs have some major disadvantages. They are soft, pliable, and weak at higher temperatures. Thus, they can deteriorate severely well in advance of their intended design life. This paper presents a new joint type, i.e. the steelframe reinforced asphaltic plug joint (SRAPJ), modified from the APJ with innovative steelframe reinforcement embedded inside it to enhance its strength and durability. The steelframe has enough vertical stiffness to match the bridge deck and enough longitudinal deformation capacity to accommodate bridge movements from thermal variations and vehicular actions. An experimental application of SRAPJs in a highway bridge and discussion on their performance are also presented. Finally, suggestion for future improvement is proposed.</p>

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