AU2020101351A4 - A MEIM-based design method and system for support of a roadway - Google Patents
A MEIM-based design method and system for support of a roadway Download PDFInfo
- Publication number
- AU2020101351A4 AU2020101351A4 AU2020101351A AU2020101351A AU2020101351A4 AU 2020101351 A4 AU2020101351 A4 AU 2020101351A4 AU 2020101351 A AU2020101351 A AU 2020101351A AU 2020101351 A AU2020101351 A AU 2020101351A AU 2020101351 A4 AU2020101351 A4 AU 2020101351A4
- Authority
- AU
- Australia
- Prior art keywords
- roadway
- support
- scheme
- surrounding rock
- meim
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
- 238000000034 method Methods 0.000 title claims abstract description 29
- 239000011435 rock Substances 0.000 claims abstract description 64
- 230000000694 effects Effects 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 11
- 239000011378 shotcrete Substances 0.000 claims description 27
- 230000008093 supporting effect Effects 0.000 claims description 14
- 238000004364 calculation method Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000009472 formulation Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000003673 groundwater Substances 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000004048 modification Effects 0.000 abstract description 2
- 238000012986 modification Methods 0.000 abstract description 2
- 238000005457 optimization Methods 0.000 abstract description 2
- 230000008439 repair process Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/28—Processing seismic data, e.g. for interpretation or for event detection
- G01V1/30—Analysis
- G01V1/306—Analysis for determining physical properties of the subsurface, e.g. impedance, porosity or attenuation profiles
Landscapes
- Business, Economics & Management (AREA)
- Health & Medical Sciences (AREA)
- Economics (AREA)
- General Health & Medical Sciences (AREA)
- Human Resources & Organizations (AREA)
- Marketing (AREA)
- Primary Health Care (AREA)
- Strategic Management (AREA)
- Tourism & Hospitality (AREA)
- Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Theoretical Computer Science (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a MEIM-based design method and system for support of roadway
surrounding rock. Advantages: Improving the timeliness, accuracy and effectiveness of roadway
support scheme and technical parameter design, providing the fastest and accurate roadway
support scheme design and intuitive support effect preview according to geological conditions and
engineering environment, which is beneficial to roadway surrounding rock support during
construction and surrounding rock control and management during roadway that is in operation.
-1/2
p1 Establishment of support scheme
of new roadway or roadway to be
repaid
P2 Input or modification of
relevant information of roadway
to be supported
P3
Selection and optimization of
roadway support
Preview of implementation effect
of supporing scheme
P5\\ Save and output the final support plan
in Word or PDF format
Fig.1
Description
The invention discloses a MEIM-based design method and system for support of roadway surrounding rock. Advantages: Improving the timeliness, accuracy and effectiveness of roadway support scheme and technical parameter design, providing the fastest and accurate roadway support scheme design and intuitive support effect preview according to geological conditions and engineering environment, which is beneficial to roadway surrounding rock support during construction and surrounding rock control and management during roadway that is in operation.
-1/2
p1 Establishment of support scheme of new roadway or roadway to be repaid
P2 Input or modification of relevant information of roadway to be supported
P3 Selection and optimization of roadway support
Preview of implementation effect of supporing scheme
P5\\ Save and output the final support plan in Word or PDF format
Fig.1
PATENTS ACT 1990
A MEIM-based design method and system for support of a roadway
The invention is described in the following statement:-
A MEIM-based design method and system for support of a roadway
[0001] The invention relates to the field of stability control of roadway surrounding rock, in particular to a support design method and system of roadway surrounding rock based on MEIM.
[0002] In the process of construction and operation of various roadway projects, roadway support is a very important work, and it is also the key to control the stability of roadway surrounding rock, which has a great significance to maintain the safety of roadway construction and later operation.
[0003] The traditional roadway support design is based on geological data and roadway section form by combining experience and calculation. The given support scheme is usually to apply the initial set of support schemes provided for the whole roadway from the beginning till the end. Obviously, this set of support scheme cannot be applied to each section of the whole roadway, especially for roadways in complex geological conditions and changeable strata. Moreover, when the roadway is in operation, The engineering conditions around the roadway are also constantly changing, For example, a new roadway or chamber is added near this roadway, or the new roadway passes through the existing roadway, etc., so even the original support scheme, which is very suitable for the geological conditions of this section of roadway, cannot play a good role at this time, which is also the reason why the roadway often deforms and damages during operation. That is to say, the support scheme given by the traditional roadway support design method cannot meet the needs of surrounding rock stability control in each stage from construction to operation of the roadway, but the reality is that the support scheme given by the way of traditional roadway support design method is to deal with everything with a set of initial schemes. Therefore, under this condition, it is necessary to put forward the repair scheme of roadway according to the changed conditions. The changed conditions mentioned are: usually the support scheme is written according to the geological exploration report, but there are always different geological conditions from the report during the implementation process.
[0004] On the other hand, Whether the traditional roadway support design scheme and support parameters are appropriate and effective, It is impossible to make intuitive display and prediction before the project is implemented, It is also impossible to modify the supporting scheme and parameters in time according to the changed geological conditions and engineering conditions, and intuitively show the supporting effect, but need to be verified by engineering practice before making a judgment. Once it is not suitable, it will not only reduce the engineering efficiency and increase the cost, but also often endanger the engineering safety and even cause casualties.
[0005] Any discussion of the prior art throughout the specification should in no way be considered as an admission that such prior art is widely known or forms part of common general knowledge in the field.
[0006] The purpose of the invention is to provide a MEIM-based design method and system for full-area full-time support of roadway surrounding rock, which solves the problems of weak adaptability, poor accuracy, insufficient timeliness and inability to preview the support effect of traditional roadway support scheme design.
[0007] It is an object of the present invention to overcome or ameliorate at least one of the disadvantages of the prior art, or to provide a useful alternative.
[0008] The purpose of the invention is realized as follows: the MEIM-based full-area full-time support design method for roadway surrounding rock of the invention comprises the following steps:
1) establish a support scheme for a newly-built roadway or a support scheme for a roadway to be repaired;
2) inputting or modifying the relevant information of the roadway to be supported or the roadway to be repaired;
3) selecting and optimizing roadway support scheme and related technical parameters;
4) previewing that implementation effect of the support scheme;
5) Saving and outputting the optimal final support scheme of roadway surrounding rock in Word or PDF format.
[0009] In the step 1), the newly-built roadway support scheme or the roadway support scheme to be repaired is aimed at any section of the whole roadway and any time period from the construction start to the operation period of the roadway; Selecting the formulation of the support scheme for the newly-built roadway or the roadway that has been deformed and damaged during the operation to repair, i.e. The formulation of the support scheme for the roadway to be repaired, and then carry out the following treatment process.
[0010] In the step 2), the roadway of the proposed support section is a newly built roadway or a roadway to be repaired; When the roadway in the proposed support section is a newly-built roadway, inputting the cross-sectional form and cross-sectional size of the roadway in the proposed support section; according to system prompts, Inputting geological information, engineering information and surrounding rock physical and mechanical parameters ; When the roadway in the proposed support section is the roadway to be repaired, inputting the deformation data of surrounding rock of the roadway according to the actual measurement, and the existing geological information and engineering information of the roadway in the section are modified according to the actual situation, and saving the input basic information.
[0011] The geological information includes stratum distribution, lithology, thickness, fault, in-situ stress size and direction, and groundwater distribution in the area where the roadway is located; The physical and mechanical parameters of surrounding rock include uniaxial compressive strength, elastic modulus, Poisson's ratio, density, cohesion and internal friction angle of rock; The engineering information includes the cross-section form and size of the surrounding roadway and chamber of the proposed support roadway, and the positional relationship with the proposed support roadway; The deformation data of roadway surrounding rock include floor heave, roof and floor moving closer, roof separation size and loose range of roadway surrounding rock.
[0012] In step 3, according to the tunnel section form, geological conditions, engineering conditions and the physical and mechanical properties of surrounding rock, the support scheme is selected and relevant technical parameters are determined, and the deformation characteristics of surrounding rock of the tunnel under the determined support scheme condition are grasped through numerical calculation.
[0013] At step 4, According to the determined support scheme and the numerical calculation results of technical parameters, Preview the implementation effect of the support scheme, Judging whether the stability of roadway surrounding rock meets the requirements under the given supporting scheme and technical parameters, If not, return to step P3, modifying the support scheme or technical parameters, and then executing step P4 until the stability of surrounding rock of the roadway meets the requirements. At this time, the obtained support scheme and related technical parameters are the final support scheme, i.e. the optimal scheme.
[0014] In step P5, the final support scheme is saved and output in Word or PDF format.
[0015] A MEIM-based full-time support design system for roadway surrounding rock in the whole area includes:
Scheme creation module: used for making new roadway support scheme or roadway support scheme to be repaired;
MEIM module: used to establish and modify geological information, engineering information and surrounding rock deformation information of roadway in the whole area;
Support design module: used for the design and calculation of newly-built roadway support scheme or roadway support scheme to be repaired;
Preview module: used to dynamically preview the implementation effect of the support scheme;
Save module: used to save the support scheme as a Word format or PDF format document.
[0016] The support design module has a support scheme and support parameters, and the support scheme comprises bolt shotcrete support;
Prestressed bolt shotcrete support; Prestressed bolt + hanging net + shotcrete support; Prestressed bolt + anchor cable + hanging net + shotcrete support; Prestressed bolt + grouting + hanging net + shotcrete support; Prestressed bolt + anchor cable + grouting + hanging net + shotcrete support; Full anchor cable + hanging net + shotcrete support; U-shaped steel + bolt mesh shotcrete combined support; The supporting parameters include the length of the anchor rod, the spacing between rows, the pre-tightening force of the anchor rod and anchor cable, the specifications and spacing of the U-shaped steel support, and the strength and thickness of the shotcrete.
[0017] In the preview module, the implementation effect of the support scheme is displayed in a three-dimensional dynamic way.
[0018] Beneficial effects resulting from application of the scheme described above, The invention relates to a support design method based on MEIM (Mining Engineering Information Model) for the whole area (whole roadway) of roadway surrounding rock and the full time (the whole life cycle of roadway-each stage from construction to operation), It can provide the most quick and accurate roadway support scheme design and intuitive support effect preview according to geological conditions and engineering environment. The timeliness, accuracy and effectiveness of roadway support scheme and technical parameter design are improved, The invention overcomes the defect that a supporting scheme and technical parameters existing in the traditional roadway support design are applied to the whole roadway and cannot be adjusted in time with the changes of geological conditions and engineering environmental conditions, It can provide timely and accurate support scheme design for roadway surrounding rock support with increasingly complex geological conditions, which is not only beneficial to roadway surrounding rock support during construction, but also beneficial to surrounding rock control and management during roadway operation.
[0019] Based on MEIM, the geological conditions, engineering conditions, the physical and mechanical characteristics of surrounding rock and the cross section form of the roadway related to the proposed support roadway are integrated into a whole. The invention provides a roadway support design method and system covering the whole area and the whole time course of the roadway, Through numerical simulation calculation to determine the roadway support scheme and related technical parameters, And provides a visual preview function of the implementation effect of the scheme, It not only improves the accuracy and timeliness of roadway surrounding rock support design, but also greatly provides the effectiveness and pertinence of roadway support design. It is of great significance to deal with increasingly difficult roadway support problems, improve the comprehensive benefits of roadway support design and construction, and ensure the quality and safety of support design.
[0020] Compared with the traditional roadway support design method based on engineering experience and mechanical calculation, the invention has the following remarkable advantages:
[0021] 1) Inputting geological information, engineering information and surrounding rock deformation information related to the roadway to be repaired into the model, providing more comprehensive and sufficient supporting design conditions than the traditional design method;
[0022] 2) Providing a support scheme that is suitable for the geological condition, the engineering condition and the deformation characteristic of the surrounding rock of the roadway can be designed according to the location of the roadway, so that the pertinence, accuracy and effectiveness of the scheme are greatly improved;
[0023] 3) Providing a support scheme that is suitable for the changed engineering condition can be provided in time according to the change of engineering conditions and the like during the operation of the roadway, thus effectively improving the timeliness of the adjustment of the support scheme with the change of engineering environment and the like;
[0024] 4) Either it is the supporting scheme of the new roadway, or the repair of roadways in operation, this invention can select the optimal scheme from various supporting schemes during comparison in advance on the basis of comprehensive conditions of the roadway location, and the implementation effect of the supporting scheme can be displayed in a three-dimensional dynamic way. At the same time, it is also conducive to finding the possible problems in the implementation process of the scheme in advance and taking preventive measures in advance.
[0025] 5) It can meet the needs of timely and accurate support scheme for roadway surrounding rock for roadway engineering, chamber engineering and similar underground engineering support with increasingly complex geological conditions and engineering conditions.
[0026] The invention addresses the problems of weak adaptability, poor accuracy, insufficient timeliness and inability to preview the support effect of the traditional roadway support scheme design, and achieves the purpose of the invention.
[0027] FIG. 1 is a flow chart of an embodiment of a MEIM-based full-area full-time support design method for roadway surrounding rock of the present invention.
[0028] FIG. 2 is a structural block diagram of an embodiment of a MEIM based roadway surrounding rock full-area full-time support design system of the present invention.
[0029] EXAMPLE 1: FIG. 1 is a flow chart of an embodiment of a MEIM based full-time support design method for roadway surrounding rock in the whole area of the present invention. As shown in the figure, the steps are as follows:
[0030] 1) Establishing a support scheme for a newly-built roadway or a support scheme for a roadway to be repaired;
[0031] 2) Inputting or modifying the relevant information of the roadway to be supported or the roadway to be repaired;
[0032] 3) Selecting and optimizing roadway support scheme and related technical parameters;
[0033] 4) Previewing that implementation effect of the support scheme;
[0034] 5) Saving and outputting the optimal final support scheme of roadway surrounding rock in Word or PDF format.
[0035] The Chinese meaning of MEIM in the invention is: mining engineering information model.
[0036] In the step 1), the newly-built roadway support scheme or the roadway support scheme to be repaired is aimed at any section of the whole roadway and any time period from the construction start to the operation period of the roadway; Select the formulation of the support scheme for the newly-built roadway or the repair of the roadway that has been deformed and damaged during the operation, i.e. The formulation of the support scheme for the roadway to be repaired, and then carry out the following treatment process.
[0037] In the step 2), the roadway of the proposed support section is a newly built roadway or a roadway to be repaired; When the roadway in the proposed support section is a newly-built roadway, input the cross-sectional form and cross-sectional size of the roadway in the proposed support section; Input geological information, engineering information and surrounding rock physical and mechanical parameters according to system prompts; When the roadway in the proposed support section is the roadway to be repaired, the deformation data of surrounding rock of the roadway are input according to the actual measurement, and the existing geological information and engineering information of the roadway in the section are modified according to the actual situation, and the input basic information is saved.
[0038] The geological information includes stratum distribution, lithology, thickness, fault, in-situ stress size and direction, and groundwater distribution in the area where the roadway is located; The physical and mechanical parameters of surrounding rock include uniaxial compressive strength, elastic modulus, Poisson's ratio, density, cohesion and internal friction angle of rock; The engineering information includes the cross-section form and size of the surrounding roadway and chamber of the proposed support roadway, and the positional relationship with the proposed support roadway; The deformation data of roadway surrounding rock include floor heave, roof and floor moving closer, roof separation size and loose range of roadway surrounding rock.
[0039] In step 3, according to the tunnel section form, geological conditions, engineering conditions and the physical and mechanical properties of surrounding rock, the support scheme is selected and relevant technical parameters are determined, and the deformation characteristics of surrounding rock of the tunnel under the determined support scheme condition are grasped through numerical calculation.
[0040] At step 4, According to the determined support scheme and the numerical calculation results of technical parameters, Preview the implementation effect of the support scheme (e.g., display it in the form of three-dimensional dynamic diagram), Judging whether the stability of roadway surrounding rock meets the requirements under the given supporting scheme and technical parameters, If not, return to step P3, modify the support scheme or technical parameters, and then execute step P4 until the stability of surrounding rock of the roadway meets the requirements. At this time, the obtained support scheme and related technical parameters are the final support scheme, i.e. The optimal scheme.
[0041] In step P5, the final support scheme is saved and output in Word or PDF format.
[0042] A MEIM-based full-time support design system for roadway surrounding rock in the whole area includes:
[0043] Scheme creation module: used for making new roadway support scheme or roadway support scheme to be repaired;
[0044] MEIM module: used to establish and modify geological information, engineering information and surrounding rock deformation information of roadway in the whole area;
[0045] Support design module: used for the design and calculation of newly built roadway support scheme or roadway support scheme to be repaired;
[0046] Preview module: used to dynamically preview the implementation effect of the support scheme;
[0047] Save module: used to save the support scheme as a Word format or PDF format document.
[0048] The support design module has a support scheme and support parameters, and the support scheme comprises bolt shotcrete support; Prestressed bolt shotcrete support; Prestressed bolt + hanging net + shotcrete support; Prestressed bolt + anchor cable + hanging net + shotcrete support; Prestressed bolt + grouting + hanging net + shotcrete support; Prestressed bolt
+ anchor cable + grouting + hanging net + shotcrete support; Full anchor cable + hanging net + shotcrete support; U-shaped steel + bolt mesh shotcrete combined support; The supporting parameters include the length of the anchor rod, the spacing between rows, the pre-tightening force of the anchor rod and anchor cable, the specifications and spacing of the U-shaped steel support, and the strength and thickness of the shotcrete.
[0049] In the preview module, the implementation effect of the support scheme is displayed in a three-dimensional dynamic way.
[0050] Although the invention has been described with reference to specific examples, it will be appreciated by those skilled in the art that the invention may be embodied in many other forms, in keeping with the broad principles and the spirit of the invention described herein.
[0051] The present invention and the described preferred embodiments specifically include at least one feature that is industrial applicable.
Claims (10)
1. A MEIM-based design method for support of a roadway surrounding rock, which is characterized in the following steps:
1) Establishing a support scheme for a newly-built roadway or a support scheme for a roadway to be repaired;
2) Inputting or modifying the relevant information of the roadway to be supported or the roadway to be repaired;
3) Selecting and optimizing roadway support scheme and related technical parameters;
4) Previewing that implementation effect of the support scheme;
5) Saving and outputting the optimal final support scheme of roadway surrounding rock in Word or PDF format.
2. The MEIM-based design method according to claim 1 wherein, in step 1, the newly-built roadway support scheme or the roadway support scheme to be repaired is aimed at any section of the whole roadway and any time period from the beginning of construction to the operation of the roadway; Selecting the formulation of the support scheme for the newly-built roadway or selecting the roadway that has been deformed and damaged during the operation to be repaired, namely, The formulation of the support scheme for the roadway to be repaired, and then carry out the following treatment process.
3. The MEIM-based design method according to claim 1 wherein, in step 2, a newly-built roadway or a roadway is to be repaired; When the roadway in the proposed support is a newly-built roadway, inputting the cross-sectional form and cross-sectional size of the roadway in the proposed support section; by system prompts to Input geological information, engineering information and surrounding rock physical and mechanical parameters ; When the roadway in the proposed support is the roadway to be repaired, inputting the deformation data of surrounding rock of the roadway according to the actual measurement, and modifying the geological information and engineering information of the roadway on the basis of the actual situation, and saving the input basic information
4. The MEIM-based design method according to claim 3 wherein the geological information described includes stratum distribution, lithology, thickness, fault, in-situ stress size and direction, and the distribution of groundwater in the area where the roadway is located; The physical and mechanical parameters of surrounding rock include uniaxial compressive strength, elastic modulus, Poisson's ratio, density, cohesion and internal friction angle of rock; The engineering information described includes the cross-section form and size of the surrounding roadway and chamber of the proposed support roadway, and the positional relationship with the proposed support roadway; The deformation data of roadway surrounding rock include floor heave, roof and floor moving closer, roof separation size and loose range of roadway surrounding rock.
5. The MEIM-based design method according to claim 1, wherein, in step 3, the supporting scheme is selected and relevant technical parameters are determined according to the tunnel section form, geological conditions, engineering conditions and physical and mechanical properties of surrounding rock, and the deformation characteristics of surrounding rock of the roadway under the determined supporting scheme condition are grasped through numerical calculation.
6. The MEIM-based design method according to claim 1 wherein, in step 4, According to the determined support scheme and the numerical calculation results of technical parameters, Preview the implementation effect of the support scheme, Judge whether the stability of the surrounding rock of the roadway meets the requirements under the established support scheme and technical parameters, if not, return to step 3, modify the support scheme or technical parameters, and then execute step 4 until the stability of the surrounding rock of the roadway meets the requirements, and the obtained support scheme and related technical parameters are the final support scheme.
7. The MEIM-based design method according to claim 1 wherein, in step , the final support scheme is saved and output in Word or PDF format.
8. A MEIM-based system for designing support for surrounding rock of roadways in a whole area, comprising:
Scheme creation module: used for making new roadway support scheme or roadway support scheme to be repaired;
MEIM module: used to establish and modify geological information, engineering information and surrounding rock deformation information of roadway in the whole area;
Support design module: used for the design and calculation of newly-built roadway support scheme or roadway support scheme to be repaired;
Preview module: used to dynamically preview the implementation effect of the support scheme;
Save module: used to save the support scheme as a Word format or PDF format document.
9. The MEIM-based system according to claim 8 wherein the support design module has a support scheme and support parameters, and the support scheme comprises bolt shotcrete support; Prestressed bolt shotcrete support; Prestressed bolt + hanging net + shotcrete support; Prestressed bolt + anchor cable + hanging net + shotcrete support; Prestressed bolt + grouting + hanging net + shotcrete support; Prestressed bolt + anchor cable + grouting + hanging net + shotcrete support; Full anchor cable + hanging net + shotcrete support; U shaped steel+ bolt mesh shotcrete combined support; The supporting parameters include the length of the anchor rod, the spacing between rows, the pre-tightening force of the anchor rod and anchor cable, the specifications and spacing of the U-shaped steel support, and the strength and thickness of the shotcrete.
10. The MEIM-based system according to claim 8 wherein, in the preview module, the implementation effect of the support scheme is displayed in a three dimensional dynamic manner.
-1/2-
Fig. 1
-2/2-
Fig. 2
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2020101351A AU2020101351A4 (en) | 2020-07-13 | 2020-07-13 | A MEIM-based design method and system for support of a roadway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2020101351A AU2020101351A4 (en) | 2020-07-13 | 2020-07-13 | A MEIM-based design method and system for support of a roadway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AU2020101351A4 true AU2020101351A4 (en) | 2020-08-20 |
Family
ID=72039767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2020101351A Ceased AU2020101351A4 (en) | 2020-07-13 | 2020-07-13 | A MEIM-based design method and system for support of a roadway |
Country Status (1)
| Country | Link |
|---|---|
| AU (1) | AU2020101351A4 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113158316A (en) * | 2021-04-30 | 2021-07-23 | 河南经纬电力设计咨询有限公司 | Electric single-hole tunnel parametric modeling method |
| CN113374498A (en) * | 2021-07-20 | 2021-09-10 | 淮北市平远软岩支护工程技术有限公司 | High rock burst roadway support system based on underground soft rock replacement technology |
| CN115344931A (en) * | 2022-08-29 | 2022-11-15 | 中国矿业大学(北京) | Underground engineering staged excavation compensation control method |
| CN116205139A (en) * | 2023-02-17 | 2023-06-02 | 西南交通大学 | Support selection method and system based on surrounding rock and support structure mechanical characteristics |
| CN116227008A (en) * | 2023-05-09 | 2023-06-06 | 中国铁路经济规划研究院有限公司 | Prestress anchor bolt support analysis method and device based on surrounding rock deformation control |
| CN116720246A (en) * | 2023-06-09 | 2023-09-08 | 北京城建设计发展集团股份有限公司 | Surrounding rock performance discrimination and tunnel support parameter selection method based on engineering |
-
2020
- 2020-07-13 AU AU2020101351A patent/AU2020101351A4/en not_active Ceased
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113158316A (en) * | 2021-04-30 | 2021-07-23 | 河南经纬电力设计咨询有限公司 | Electric single-hole tunnel parametric modeling method |
| CN113374498A (en) * | 2021-07-20 | 2021-09-10 | 淮北市平远软岩支护工程技术有限公司 | High rock burst roadway support system based on underground soft rock replacement technology |
| CN115344931A (en) * | 2022-08-29 | 2022-11-15 | 中国矿业大学(北京) | Underground engineering staged excavation compensation control method |
| CN116205139A (en) * | 2023-02-17 | 2023-06-02 | 西南交通大学 | Support selection method and system based on surrounding rock and support structure mechanical characteristics |
| CN116205139B (en) * | 2023-02-17 | 2023-08-18 | 西南交通大学 | Support selection method and system based on surrounding rock and support structure mechanical characteristics |
| CN116227008A (en) * | 2023-05-09 | 2023-06-06 | 中国铁路经济规划研究院有限公司 | Prestress anchor bolt support analysis method and device based on surrounding rock deformation control |
| CN116227008B (en) * | 2023-05-09 | 2023-08-08 | 中国铁路经济规划研究院有限公司 | Prestress anchor bolt support analysis method and device based on surrounding rock deformation control |
| CN116720246A (en) * | 2023-06-09 | 2023-09-08 | 北京城建设计发展集团股份有限公司 | Surrounding rock performance discrimination and tunnel support parameter selection method based on engineering |
| CN116720246B (en) * | 2023-06-09 | 2023-12-05 | 北京城建设计发展集团股份有限公司 | Surrounding rock performance discrimination and tunnel support parameter selection method based on engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2020101351A4 (en) | A MEIM-based design method and system for support of a roadway | |
| CN114708393B (en) | Mine stress field twinning modeling assimilation system and method in full-time air mining process | |
| CN111058855B (en) | Deformation control method and evaluation system for shield underpassing structure | |
| Carter et al. | Application of modified Hoek-Brown transition relationships for assessing strength and post yield behaviour at both ends of the rock competence scale | |
| Zhao et al. | Instability characteristics of the cracked roof rock beam under shallow mining conditions | |
| CN109083655B (en) | Directional support reinforcing method for layered surrounding rock tunnel in high ground stress environment | |
| CN109854252B (en) | Underground engineering staged complete control method | |
| Shi et al. | Prediction of the additional structural response of segmental tunnel linings induced by asymmetric jack thrusts | |
| CN111778996A (en) | BIM technology-based method for quickly constructing foundation pit pile-anchor supporting structure | |
| CN112001014B (en) | Method for treating karst cave area foundation by dynamic compaction | |
| Maejima et al. | Evaluation of loosened zones on excavation of a large underground rock cavern and application of observational construction techniques | |
| CN115726809A (en) | Comprehensive control method for three-dimensional stope surrounding rock deformation under high-stress complex condition | |
| CN102733812A (en) | Small interval tunnel side wall expanded excavation tunnel construction method for turnout section of river bottom of city | |
| Barton et al. | Tunnel and cavern support selection in Norway, based on rock mass classification with the Q-system | |
| CN115510527A (en) | Tunnel surrounding rock stability discrimination and quantitative evaluation method based on safety index | |
| Yan et al. | An alternative approach to determine cycle length of roadway excavation in coal mines | |
| Ma et al. | Displacement characteristics for a “π” shaped double cross-duct excavated by cross diaphragm (CRD) method | |
| Tiutkin et al. | Controlling stress state of a hoisting shaft frame in the context of specific freezing process | |
| CN115081258B (en) | Deep chamber group excavation compensation control method | |
| Schweiger et al. | Numerical modelling of ground improvement techniques considering tension softening | |
| CN111709065B (en) | Method for determining hole distance of ultra-front deep hole grouting drilling under complex surrounding environment | |
| Kaiser et al. | Rock support in mining and underground construction | |
| Yang et al. | Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil | |
| Kasper et al. | Three-dimensional finite element simulations of hydroshield tunneling | |
| Shi et al. | Simulate on Support Technology of Deep Mining |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FGI | Letters patent sealed or granted (innovation patent) | ||
| DA2 | Applications for amendment section 104 |
Free format text: THE NATURE OF THE AMENDMENT IS: ADD APPLICANT SHANXI LINBEI COAL INDUSTRY EXPLOITATION. LLC |
|
| HB | Alteration of name in register |
Owner name: SHANXI LINBEI COAL INDUSTRY EXPLOITATION. LLC Free format text: FORMER NAME(S): THE UNIVERSITY OF MINING AND TECHNOLOGY OF CHINA Owner name: CHINA UNIVERSITY OF MINING AND TECHNOLOGY Free format text: FORMER NAME(S): THE UNIVERSITY OF MINING AND TECHNOLOGY OF CHINA |
|
| MK22 | Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry |