Surrounding rock grading system and grading method suitable for cantilever heading machine construction
A cantilever roadheader and surrounding rock grading technology, applied in data processing applications, instruments, calculations, etc., can solve the problems affecting the construction efficiency of the cantilever roadheader, no grading method, no surrounding rock grading system, etc., to save tunnel excavation. cost, improving driving efficiency, and clearly dividing the effect
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Embodiment 1
[0045] Example 1: refer to the attached Figure 1-2 A method of grading surrounding rock suitable for cantilever roadheader construction is shown, including
[0046]Step S1. Carry out a preliminary survey on the surrounding rock formation of the tunnel, and according to the preliminary geological survey results, carry out the classification of the stratum influencing factors of the cantilever roadheader
[0047] Specifically, comprehensively consider the geological factors affecting the construction of the cantilever roadheader described in the "Standards for Engineering Rock Mass Grading" GB / T50218-2014, and select the hardness of the rock, the integrity of the rock mass, the state of groundwater, the initial in-situ stress, and the structural plane. The angle between the axis of the tunnel and the tunnel axis is introduced into score classification to analyze the influence of this factor on the utilization rate
[0048] Step S101. Use the uniaxial compressive strength of th...
Embodiment 2
[0092] Example 2: The scheme of the present invention has been successfully applied to the actual construction of Guiyang Metro Line 1. The north extension section of Guiyang Rail Transit Line 1 is YDK22+169.76~YDK22+731.27 and the Huosha section YKD26+309.03~YDK26+728.69 as example:
[0093] The proposed tunnel site area is a soluble rock distribution area, with relatively developed karst landforms, belonging to a moderately developed area of karst; the hydrogeological conditions of the project area are complex, and the water bearing of the stratum in different sections is very different, especially the groundwater in the karst area is affected by structural joints, fissures, rock formations, etc. The control of karst caves (gap) and pipelines is characterized by uneven distribution and poor regularity. Especially in the developed karst caves, the karst pipelines are rich in water. The data collected on site are as follows:
[0094] Table 9: Engineering Geological Data
[00...
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