我今天下午再次对贵公司提出KL-710/711基础方案进行商讨。主要还

I again raised this afternoon KL-710/711 programs on the basis of your discussions. The main problem is still concrete elevation station. Therefore, the proposed reduction D762A999 embodiment the central rib 74mm, directly below the steel plate welded on the bolt and increases the expansion bolts anchored, the upper plate 28 to a thickness of 40-50mm. Also for the rail above the ground 0.00 increase 50-80mm (two days precisely determine the exact data mapping). See attached program changes.

I will discuss the KL-710/711 basic proposal again this afternoon. The main problem is the elevation of the mud table. Therefore, the D762A999 scheme is proposed to reduce the middle 74mm rib plate, the steel plate below is welded directly on the bolt and increases the expansion bolt anchor pull, the upper steel plate thickness of 28 to 40-50mm. In addition, the guide rail is raised by 50-80mm above the ground level 0.00 (accurate data is determined after accurate mapping over the two days). Details of the changes are provided in the drawings.

I will discuss the basic plan of kl-710 / 711 with your company again this afternoon. The main problem is the elevation of the concrete platform. Therefore, in the d762a999 scheme, the 74mm rib plate in the middle is reduced, the lower steel plate is directly welded on the bolt and the expansion bolt anchor is added, and the thickness of the upper steel plate is changed from 28 to 40-50mm. In addition, the guide rail is 0.00 higher than the ground by 50-80mm (accurate data will be determined after accurate mapping in these two days). See the attached figure for the modification scheme.<br>