Before putting the stainless steel rope mesh green wall into the drilling hole, the quality of the rod should be checked to prevent the rod from bending. The rod should be put into the drilling hole together with the grouting pipe, and the angle of the rod should be consistent with the drilling angle. The grouting slurry shall be evenly mixed and used as soon as it is stirred. The slurry shall be used up before the initial setting, and stones and sundries shall be prevented from mixing into the slurry. The grouting operation starts and stops for a long time. During the operation, the grouting pump and grouting pipeline should be lubricated with water or thin water slurry. When the slurry overflows from the orifice or the exhaust pipe stops venting, the grouting can be stopped. In the process of binding the longitudinal and transverse reinforcement framework of anchor cable reinforced concrete lattice beam, attention should be paid to the alignment and connection with the anchor head, and cast together.To get more news about stainless steel rope mesh green wall, you can visit boegger.net official website.

Drought resistant grass species with developed root system, short stem and luxuriant leaves should be selected for grass planting protection. It is strictly forbidden to use the grass growing in the mire. On the finished slope, the mixture of clay, seeds, fertilizer and water is sprayed directly on the slope with a shotcreting machine, which is bonded with the original soil. After the seeds germinate, they will be rooted in the slope soil, forming an overall protection. Therefore, due to the above two methods, the slope surface should be easily eroded in March to may each year. Engineering protection is mainly aimed at the soil filling and excavation slope that is not suitable for plant growth, or the rock subgrade slope with severe weathering and poor joint development, etc. the engineering protection measures are to set up artificial structure protection. Dry rubble is suitable to protect the slope from atmospheric precipitation and surface runoff, as well as to protect the embankment slope from water erosion. Dry rubble protection is generally not suitable for sections with severe moisture or frost damage and long-term bearing active earth pressure. It can be used for the protection of soil slope in the lower slope with a slope of 1.5-2.