之間的兩塊焊接網、鋼筋搭接接頭的搭接長度不應小于小錨固長度的1.3倍,而且應該不低于200毫米的搭接區,每個焊接網片橫向鋼筋不得小于一,兩個網片比橫向鋼筋之間的間隔時間不應小于50毫米。
The lap length of the two welded mesh and steel bar lap joints shall not be less than 1.3 times of the small anchorage length, and shall not be less than the lap area of 200 mm. The transverse reinforcement of each welded mesh shall not be less than one, and the interval between the two mesh and the transverse reinforcement shall not be less than 50 mm.
當搭接區域的兩個鋼網片中的一個沒有橫向鋼筋時,加筋鋼網片的較小搭接長度應是較小錨固長度la的1.3倍,且不應小于300mm。當粘結區縱向應力鋼筋直徑d≥10mm時,應增加粘結長度5d。
When there is no transverse reinforcement in one of the two steel meshes in the overlapping area, the smaller overlapping length of the reinforced steel mesh shall be 1.3 times of the smaller anchoring length La, and shall not be less than 300 mm. When the diameter D of the longitudinal stress reinforcement in the bonding area is ≥ 10 mm, the bonding length shall be increased by 5 days.
未來鋼網設備的檢驗方法:鋼網鋪裝的主要工序是:鋼網焊接后應按設計圖紙定位——網片設備——網片——檢驗與檢驗。鋼網鋪裝的道工序是:設備底網-附加墊網或鋼設備-支撐面網鋪裝-垂直和水平面網鋪裝-附加網和鋼設備。

Inspection method of steel mesh equipment in the future: the main process of steel mesh pavement is: after the steel mesh is welded, it should be positioned according to the design drawings - mesh equipment - mesh - Inspection and inspection. The first process of steel net pavement is: equipment bottom net - Additional mat net or steel equipment - supporting surface net pavement - vertical and horizontal surface net pavement - additional net and steel equipment.
在網的底部敷設時,約主要注意應坐在薄膜的下面,當網的表面敷設主桿約在薄膜的頂部時。當相鄰兩網重疊時,應以重疊區域的和兩端為綁扎牢固的鐵絲,綁扎點不應小于3。附加的鋼筋和焊接網的每個接頭都是用鐵絲制成的。
When laying at the bottom of the net, the main attention should be paid to sitting under the film, when the main pole of the net is laid at the top of the film. When the two adjacent nets overlap, the center and both ends of the overlapping area shall be bound firmly with iron wire, and the binding point shall not be less than 3. Each joint of the additional reinforcement and welded mesh is made of wire.