The application of steel mesh in highway cement concrete pavement engineering, the reinforced concrete pavement mesh should conform to the provisions of the current industry standard code for design of highway cement concrete pavement jtgd40. When using cold-rolled ribbed steel bars, the diameter of steel bars shall not be less than 8 mm, the distance between longitudinal steel bars shall not be used in the application engineering of highway cement concrete pavement, and the reinforced concrete pavement network shall conform to the current industry standard jtgd40 code for design of highway cement concrete pavement. When cold-rolled ribbed bars are used, the diameter of the bars shall not be less than 8mm, and the spacing between longitudinal bars shall not be more than 200mm.

　　钢筋保护层的厚度不得小于50mm钢筋保护层的厚度。钢筋混凝土路面，按照有关规定使用钢筋混凝土路面焊接网。当混凝土路面的伸缩缝与固定结构连接时，可在相邻结构的末端设置双层钢网，或逐渐增加板厚20%。大约是平板厚度的6到10倍。

　　The thickness of the protective layer of reinforcement shall not be less than the thickness of the protective layer of 50 mm reinforcement. For reinforced concrete pavement, welded mesh of reinforced concrete pavement shall be used according to relevant regulations. When the expansion joint of the concrete pavement is connected with the fixed structure, the double-layer steel mesh can be set at the end of the adjacent structure, or the plate thickness can be increased gradually by 20%. About six to 10 times the thickness of the plate.

　　当混凝土路面与桥梁连接时，当桥头有升力时，应在板与混凝土外板之间设置610mm钢筋混凝土外层。当桥梁倾斜时，钢筋混凝土板的尖角应采用钢筋网进行加固。

　　When the concrete pavement is connected with the bridge and the bridge head has lifting force, 610mm reinforced concrete outer layer shall be set between the slab and the concrete outer slab. When the bridge is inclined, the sharp corner of the reinforced concrete slab shall be reinforced with steel mesh.

　　箱体结构在混凝土外表面下设有横向通道，顶部与底部之间的间距小于400mm或嵌在底部。在结构顶部，混凝土外观的顶部和底部应放置在混凝土外观的顶部和底部。混凝土外表下有一个圆形管状结构。当上下间距小于1200 mm时，在混凝土面板层两端布置钢丝网外层，钢丝网的厚度应设置在上表面的1/41/3处。

　　The box structure is provided with a transverse channel under the concrete outer surface, and the spacing between the top and the bottom is less than 400mm or embedded in the bottom. At the top of the structure, the top and bottom of the concrete appearance shall be placed at the top and bottom of the concrete appearance. There is a circular tubular structure under the concrete surface. When the upper and lower spacing is less than 1200 mm, the outer layer of steel wire mesh shall be arranged at both ends of the concrete panel layer, and the thickness of the steel wire mesh shall be set at 1 / 41 / 3 of the upper surface.