Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Method, equipment and system for determining reinforcement timing of weakened surrounding rock in underground engineering

A technology for underground engineering and method determination, applied in earthwork drilling, data processing applications, wellbore/well components, etc., can solve problems such as missed support time, long time interval, and delay in construction period, etc., to achieve fast and timely giving, Study the exact effects

Active Publication Date: 2021-10-19
SHANDONG TIANQIN ENG TECH CO LTD +1
View PDF7 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 1. The process needs to go through drilling and coring, transportation, and simulation of water spraying on rock samples. Therefore, the time interval from on-site coring to test report is long, which delays the construction period
[0006] 2. The above-mentioned test report cannot quickly give the optimal support time for weakened surrounding rock under the influence of groundwater conditions, and the previous design has not considered the optimal support time, and the optimal support time has often been missed when the test report is obtained. support time

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Method, equipment and system for determining reinforcement timing of weakened surrounding rock in underground engineering
  • Method, equipment and system for determining reinforcement timing of weakened surrounding rock in underground engineering
  • Method, equipment and system for determining reinforcement timing of weakened surrounding rock in underground engineering

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] Please refer to figure 1 , the embodiment of the present application provides a method for quickly determining the reinforcement time of weakened surrounding rock, including the following steps:

[0044] Step 1: Obtain on-site the initial surrounding rock strength at different depths when the excavation body is not weakened at the set observation area, including: drilling in the observation area, and obtaining the drilling data reflecting the strength of the surrounding rock during the drilling process by the drilling rig. Enter parameters to obtain the corresponding surrounding rock strength at different depths.

[0045] Step 2: Determining the plastic zone of the surrounding rock and the corresponding area of ​​the original rock area includes: dividing the surrounding rock according to the set depth, the area greater than the set depth is the original rock area, and the area smaller than the set depth is the plastic area.

[0046] Step 3: Calculate the average streng...

Embodiment 2

[0066] Please refer to figure 2 and image 3 , which shows a rapid reinforcement design method for weakened surrounding rock, including the use of a drilling rig and a digital drilling measurement system for the strength of surrounding rock. In order to eliminate the impact of the drilling characteristics of different drilling rigs on the parameters of the drilling rig, the present invention uniformly adopts full hydraulic impact Rotary drilling rig adopts high-pressure gas slag discharge method, and the drilling diameter is 50-100mm.

[0067] Specific steps are as follows:

[0068] In order to achieve this object, the present invention adopts following technical scheme:

[0069] a. First excavate the surrounding rock of the chamber, and set up observation points in the chamber, so as to observe the subsequent water gushing state of the roof and side surrounding rock, and obtain the characteristics by investigating the surrounding rock and analyzing the state of water spray...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The application discloses a method, device and system for determining the reinforcement timing of weakened surrounding rock in underground engineering. The determination method includes: obtaining on-site the surrounding rock strength at different depths in the set observation area of ​​the excavation body at different time periods, and calculating the average strength of the surrounding rock at different periods; fitting the corresponding relationship of the average strength of the surrounding rock with time; According to the corresponding relationship, calculate the corresponding time when the average strength of the surrounding rock weakens to the set strength. In underground engineering, due to the influence of groundwater conditions, the physical and mechanical properties of surrounding rock often weaken to a certain extent over time. In order to ensure the stability of underground engineering surrounding rock, it is necessary to strengthen the surrounding rock before it weakens to a safe limit. . Through this scheme, the change of the mechanical index of the weakened surrounding rock over time can be obtained more quickly and directly, the degree of weakening of the surrounding rock can be more truly reflected, and the timing of strengthening the surrounding rock can be guided in a targeted manner.

Description

technical field [0001] The present disclosure generally relates to the technical field of underground engineering safety, and particularly relates to a method, device and system for determining the timing of reinforcement of weakened surrounding rock in underground engineering. Background technique [0002] With the continuous development of underground engineering construction in my country, underground engineering construction gradually extends to complex geological conditions. Due to the complexity of the rock formation itself and the limitations of the detection range and accuracy of existing detection technologies, it may be encountered during the excavation of roadways. The situation of gushing water from water-rich rock formations. Since the properties of surrounding rocks vary widely, the weakening and hydrolysis characteristics of different rocks after contact with water are also different. In the existing underground engineering construction design, the method of d...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Patents(China)
IPC IPC(8): E21B49/00G06Q50/02
CPCE21B49/00E21B49/003G06Q50/02
Inventor 李术才王琦许英东曾昭楠江贝高松
Owner SHANDONG TIANQIN ENG TECH CO LTD
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products

Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.

© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com