prefabricated elements which the holes are at distances equidistant to a bridge deck of the tooth and serving to receive the male parts interchangeable ponties

• 1. 一种适用于含预应力齿块混凝土桥面板预制的通配钢模板 [P] . 中国专利： CN215038582U . 2021-12-07
• 2. 一种用于桥面预制板齿疏形可拆卸式钢模板装置 [P] . 中国专利： CN213320733U . 2021-06-01
• 3. Bridge element, has bridge section electrically connected with bridge tooth, where inner contact section of bridge tooth has distance less than distance between free ends of contact section of bridge tooth [P] . 德国专利： DE102009030645A1 . 2010-12-30

  机译： 桥接元件，具有与桥接齿电连接的桥接部分，其中桥接齿的内部接触部分的距离小于桥接齿的接触部分的自由端之间的距离

• 4. Process for the mounting of a bridge deck prestressed concrete from prefabricated elements, and the bridge deck mounted with the application of this process [P] . 法国专利： FR1533670A . 1968-07-19

  机译： 用预制构件安装桥面预应力混凝土的方法，以及采用该方法安装的桥面

• 5. Concrete bridge with prefabricated bridge deck elements placed side by side [P] . SE461536B . 1990-02-26

  机译： 混凝土桥与预制桥面板元件并排放置

• 1. Crack stop holes in steel bridge decks: Drilling method and effects [J] . FU Zhong-qiu, JI Bo-hai, XIE Shu-hui, 中南大学学报（英文版） . 2017,第010期
• 2. THE NOVEL CALCULATION OF TRANSVERSE DISTRIBUTION INFLUENCE LINE OF PREFABRICATED HINGED SLAB BRIDGE CONSIDERING THE EFFECT OF BRIDGE DECK PAVEMENT [C] . LIU Hanbing, SUN Yanyi International conference on transportation engineering;ICTE 2011 . 2012
• 3. Local Damage Analysis of a Prefabricated Bridge Deck Panel-to-Panel Seam Using Aramid Fiber Reinforced Polymer (AFRP) Bars [D] . Grose, Siafa Anthony. 2017
• 4. Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects [O] . Xu Jiang, Chengwei Luo, Xuhong Qiang, 2018
• 5. The Optimum Overlay Thickness of Prefabricated Full-Depth Precast Concrete Bridge Deck Panel System – 3D Non-Linear Finite Element Modeling [O] . Al-Rousan Rajai, Alhassan Mohammad A., Issa Mohsen 2015
• 6. Bridge Appurtenances. Part A: Energy Absorbing Fender Systems. Part B: Pre-Cast or Prefabricated Bridge Deck Systems. Part C: Smart Bridges;Final Rept [R] . Parker, N. A., Ghosn, M., Subramaniam, K., 2003

• 1. Crack stop holes in steel bridge decks: Drilling method and effects [J] . 傅中秋1 ,吉伯海1 ,谢曙辉1 . 中南大学学报 . 2017,第010期