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(dāng)搭接區(qū)域的兩個(gè)鋼網(wǎng)片中的一個(gè)沒有橫向鋼筋時(shí)，加筋鋼網(wǎng)片的較小搭接長度應(yīng)是較小錨固長度la的1.3倍，且不應(yīng)小于300mm。當(dāng)粘結(jié)區(qū)縱向應(yīng)力鋼筋直徑d≥10mm時(shí)，應(yīng)增加粘結(jié)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(wǎng)設(shè)備的檢驗(yàn)方法:鋼網(wǎng)鋪裝的主要工序是:鋼網(wǎng)焊接后應(yīng)按設(shè)計(jì)圖紙定位——網(wǎng)片設(shè)備——網(wǎng)片——檢驗(yàn)與檢驗(yàn)。鋼網(wǎng)鋪裝的道工序是:設(shè)備底網(wǎng)-附加墊網(wǎng)或鋼設(shè)備-支撐面網(wǎng)鋪裝-垂直和水平面網(wǎng)鋪裝-附加網(wǎng)和鋼設(shè)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(wǎng)的底部敷設(shè)時(shí)，約主要注意應(yīng)坐在薄膜的下面，當(dāng)網(wǎng)的表面敷設(shè)主桿約在薄膜的頂部時(shí)。當(dāng)相鄰兩網(wǎng)重疊時(shí)，應(yīng)以重疊區(qū)域的和兩端為綁扎牢固的鐵絲，綁扎點(diǎn)不應(yīng)小于3。附加的鋼筋和焊接網(wǎng)的每個(gè)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.