STUDY ON THE PROPERTIES OF POLYURETHANE-CEMENT COMPOSITE (PUC)
DOI:
https://doi.org/10.14311/CEJ.2021.02.0042Keywords:
Polyurethane cement, Mechanical property, Acid and alkali resistance, Adhesive propertyAbstract
In order to study the properties of polyurethane cement composite (PUC) material, this paper has carried out the tests of compressive resistance, flexural resistance, axial tension, bonding and acid and alkali corrosion resistance of the material. The average compressive strength of the material is 59.3 MPa, the average flexural strength is 41.5 MPa, and the average axial tensile strength is 31.0 MPa. The bonding strength between the material and concrete in axial tension is 3.56 MPa, and that between the material and concrete in bending is 3.16 MPa. The failure interface of the two bond tests is not on the bond surface, indicating that the polyurethane cement composite (PUC) material has good bonding property. The chemical corrosion resistance test of polyurethane cement material showed no visible change on the surface of the material, indicating good chemical corrosion resistance.
Downloads
References
Wang, E. L. ,2018. Construction monitoring on steel truss bridge's maintenance and reinforcement. Applied Mechanics and Materials, 878, 89-94.
Liu, J.,2015. The detection evaluation and reinforcement research of kankan river bridge. Engineering, 07(7), 462-468.
Yeh, C. K. , & Lin, H. T., 2016. Automatic bridge bidding using deep reinforcement learning. Journal of Lightwave Technology.
Fang R, Yang X.,2015. Cause and Countermeasure of Structure Disease of Bridge[C]// International Conference on Transportation Information & Safety.
Diao, Yan.,2014. Stone Arch Bridge Disease Detection and Evaluation[J]. Applied Mechanics & Materials, 501-504:1332-1335.
Zhongqiu F, Guyu S , Tong S , et al.,2017. Research on Fatigue Diseases Evation of Steel Bridge Deck Based on Fuzzy Comprehensive Method [J]. Industrial Construction.
Hui M C H , Wong C K P.,2009. Stonecutters Bridge–Durability, Maintenance and Safety Considerations[J]. Structure & Infrastructure Engineering, 5(3):229-243.
Cheng, Kang.,2002. Modeling and Simulation of Bridge Stability Based on Deep Learning[C]// 2018.
Gui, C. , Zhang, J. , Lei, J. , Hou, Y. , & Qian, Z. . (2021). A comprehensive evaluation algorithm for project-level bridge maintenance decision-making. Journal of Cleaner Production, 289, 125713.
Lee W F , Chen C H , Chang C F , et al.,2010. Bridge Monitoring and Safety Evaluation Method Using a Vibration Thchnique [J].
Utsunomiya T., 2004. Bridge Maintenance, Safety, Management and Cost[J].
Wang Y , Zhu X , Hao H , et al.,2009. Corrosion-induced Cracking of Reinforced Concrete Beam : Experimental Study[J]. Applied Mechanics & Materials, 256-259(12):1148-1153.
Sonoda K , Okino M , Hayashi H , et al.,2010. Reliability of Epoxy Bonded Steel Plate Method for Repairing Damaged RC Slabs of Bridge[J]. Proceedings of the Japan Society of Civil Engineers (398):245-254.
Zhao S W , Qiao X P.,2011. Experimental Study on Reinforced Hollow Beam with Carbon Fiber Reinforced Polymer and External Prestressed Strand[J]. Applied Mechanics & Materials, 94-96:495-499.
Zhishen G, Wei, et al.,2014. Flexural strengthening of RC beams using distributed prestressed high strength steel wire rope: theoretical analysis[J]. Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycl.
Yongqing Y, Meng Y, Xiaobin L.,2014.Theoretical and Experimental Study of Load Transverse Distribution of Hollow Slab Bridge Strengthened by Modified Polymer Concrete[J]. Bridge Construction , 44(6): 63-68.
Jianlin W, Guiwei L, Lishui Y.,2013.Research on the application technology of strengthening hollow slab bridge with MPC composite material[J]. Highway, 8: 39-43.
Hongxiang Z, Chao C , Tianlai Y.,2015. The application of simply supported T beam strengthended by MPC [J]. Low Temperature Architecture Technology, 3: 59-61.
Feng G. An experimental study on strengthening reinforced concrete hollow-slab girder using new material polymethane-cement (PUC) [D]. Harbin Institute of Technology, 2016.
Dandan G, Quansheng S.,2015.Study of Static Tests for Using MPC Composite Material to Strengthen Void Plate Girder Bridge[J]. World Bridges, 43(6): 88-92.
Jiancai G, Yanqun Z, Bingjun C, Guiwei L., 2017.Reinforced concrete solid slab girder bridge reinforced with MPC composite materials[J]. Highway, 3: 126-130.
Haleem K. H, Lianzhen Z, Guiwei., 2013. An experimental study on strengthening reinforced concrete T-beams using new material poly-urethane-cement (PUC)[J]. Construction and Building Materails, 40: 104-117.
Haleem K. H, Guiwei L, Yuwen Y., 2014. Experimental study to investigate mechanical properties of new material polyurethane-cement composite (PUC)[J]. Construction and Building materials, 50: 200-208.
Liu G, Otsuka H, Mizuta Y, Shimitsu A., 2006. A Foundational Study on Static Mechanical Characteristics of the Super Lightweight and High Strength Material Using Fly-ash[J]. Journal of the Society of Material Science Japan, 55(8):738-745.
Downloads
Published
Issue
Section
License
Copyright (c) 2021 Stavební obzor - Civil Engineering Journal

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
How to Cite
Accepted 2021-05-16
Published 2021-07-28