CN105096727B - Mine laneway combination supporting system simulation model - Google Patents

Mine laneway combination supporting system simulation model Download PDF

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Publication number
CN105096727B
CN105096727B CN201510538216.8A CN201510538216A CN105096727B CN 105096727 B CN105096727 B CN 105096727B CN 201510538216 A CN201510538216 A CN 201510538216A CN 105096727 B CN105096727 B CN 105096727B
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support system
supporting
shaped
combination supporting
anchor
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CN105096727A (en
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王新丰
李贺侠
陈雨雪
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Xiangtan University
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Xiangtan University
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Abstract

The invention discloses a kind of mine laneway combination supporting system simulation models, specifically include that stone cornering arch support system, U-shaped steel support system, anchor networking support system, H-shaped steel supporting system, bolt-spary supports system and anchor cable net spray support system.Stone cornering arch support system, U-shaped steel support system closely connect with anchor networking support system and successively penetrate through, constitute the combination supporting model in arc-shaped tunnel, H-shaped steel supporting system, bolt-spary supports system and anchor cable net spray support system are sequentially connected with perforation, constitute the combination supporting model of rectangular shaped roadways.Light car track and loaded vehicle track are laid in the combination supporting model in arc-shaped tunnel, upper part sets up communication cable and gas pipeline by inlet, and bottom inside is laid with drainage pipeline;It is laid with synthesis lane in the combination supporting model of rectangular shaped roadways, borehole is designed on the inside of two lane junctions and arranges section.The supporting overall picture of true reappearance mine laneway is capable of in the invention, and to strengthening, mining speciality course learning is significant.

Description

Mine laneway combination supporting system simulation model
Technical field
The present invention relates to colliery tunnel support field, especially a kind of mine laneway combination supporting system simulation model.
Background technique
The safety and stability of mine laneway concerning coal production overall situation, to ensuring that coal mine high-yield and high-efficiency is most important.Tunnel Construction is due to being in underground engineering operation, and excavation difficulty is big, and concealment is strong, and complexity is high.It is wanted during usual roadway excavation Immediate support and reinforcing are carried out to roadway chamber, belonged to for specific engineering background, geological conditions, rock property, construction Property and mechanics presentation attributes formulate practicable supporting measure, roadway support scheme is designed to adaptation to local conditions, to form mine Roadway road combination supporting system.In mining teaching and practice process, limited by teaching pattern and teaching place, student is mostly with class Based on hall study, the chance for undergoing and watching roadway supporting system to one line of mine is seldom, and even if to watching Also it is difficult to fully understand the supporting overall picture in whole tunnel, therefore establishes the imitative of mine roadway support system in surface mining laboratory True mode, so that research and teaching and learning by doing become further important.
Summary of the invention
The present invention compensates for the defect of mining teaching and learning by doing, has merged some support of mine roadway support system Mode, provide a kind of study is simple, view and emulate conveniently, integrate on-the-spot teaching and the New Mine tunnel of specialized guidance is combined Support system simulation model.
To achieve the above object, The technical solution adopted by the invention is as follows: the mine laneway combination supporting system is imitative True mode, by stone cornering arch support system, U-shaped steel support system, anchor networking support system, H-shaped steel supporting system, shotcrete branch Protecting system and anchor cable net spray support system are constituted.Stone cornering arch support system, U-shaped steel support system and the anchor networking supporting System is closely connected and is successively penetrated through, and constitutes the combination supporting model in arc-shaped tunnel, the H-shaped steel supporting system, shotcrete branch Protecting system and anchor cable net spray support system are sequentially connected with perforation, constitute the combination supporting model of rectangular shaped roadways, arc-shaped tunnel Combination supporting model and the combination supporting model of rectangular shaped roadways collectively form mine laneway combination supporting system simulation model.Circular arc Two Crane Rails of light car track and loaded vehicle track, the combination supporting in arc-shaped tunnel are laid in the combination supporting model in shape tunnel Model top sets up communication cable and gas pipeline, paving on the inside of the combination supporting model bottom in arc-shaped tunnel by inlet If drainage pipeline, underground coal mine transport, power supply, the multi-functional fusion of ventilation and drainage are formed.The combination supporting model of rectangular shaped roadways One synthesis lane of interior laying carries out vehicle merger in arc-shaped tunnel and two lane junctions of rectangular shaped roadways and trade penetrates through, Section is arranged in two lane junction inside regions design borehole simultaneously, simulates the blasting procedure of digging laneway.
According to the model, the stone cornering arch support system is by stone cornering arch supporting layer, stone cornering arch bearing bed It is constituted with stone cornering arch bed course, the U-shaped steel support system is by metal roof bar, metal card key, metal column leg and metab It is composed, the anchor networking support system is made of anchor metal and metal mesh.
According to the model, the H-shaped steel supporting system is made of apex angle card key, H shaped steel shack and steel canopy pedestal, The bolt-spary supports system is composed of grouted anchor bar and concrete spray coating, and the anchor cable net spray support system is by anchor Rope, steel wire and concrete ejection layer composition.
Compared with prior art, the beneficial effects of the present invention are: the model can system be truly reflected out underground coal mine Construction technology, tunnel type, section configuration, equipment arrangement and supporting situation, reproduce the supporting overall picture of mine laneway, reduction coal Mine underground transport system, power supply system, ventilating system, the operation of drainage system and blasting system, to reinforcing mining speciality Course learning, increase production practices cognition, expansion works quality training play a significant role.
Detailed description of the invention
Fig. 1 is schematic perspective view of the invention.
Fig. 2 is planar structure schematic diagram of the invention.
In figure, stone cornering arch support system 1, U-shaped steel support system 2, anchor networking support system 3, H-shaped steel supporting system 4, bolt-spary supports system 5, anchor cable net spray support system 6, light car track 7, loaded vehicle track 8, synthesis lane 9, communication cable and defeated Feed channel 10, drainage pipeline 11, borehole arrangement section 12, stone cornering arch supporting layer 110, stone cornering arch bearing bed 120, work stone are built Arch bed course 130, metal roof bar 210, metal card key 220, metal column leg 230, metab 240, anchor metal 310, metal mesh 320, apex angle card key 410, H shaped steel shack 420, steel canopy pedestal 430, grouted anchor bar 510, concrete spray coating 520, anchor cable 610, steel Silk screen 620 and concrete ejection layer 630.
Specific embodiment
Implementation process of the invention is described in further detail below in conjunction with attached drawing:
As shown in Figure 1, the present invention is by stone cornering arch support system 1, U-shaped steel support system 2, anchor networking support system 3, work Word steel support system 4, bolt-spary supports system 5 and anchor cable net spray support system 6 are constituted.Stone cornering arch support system 1, U-shaped steel branch Protecting system 2 closely connect with anchor networking support system 3 and successively penetrates through, and constitutes the combination supporting model in arc-shaped tunnel, I-steel Support system 4, bolt-spary supports system 5 and anchor cable net spray support system 6 are sequentially connected with perforation, constitute the combination supporting of rectangular shaped roadways Model, the combination supporting model in arc-shaped tunnel and the combination supporting model of rectangular shaped roadways collectively form mine laneway combination supporting System simulation model.Wherein, stone cornering arch support system 1 is by stone cornering arch supporting layer 110, stone cornering arch bearing bed 120 and material Barnacle arch bed course 130 is constituted, and U-shaped steel support system 2 is by metal roof bar 210, metal card key 220, metal column leg 230 and metal bottom Seat 240 is composed, and anchor networking support system 3 is made of anchor metal 310 and metal mesh 320.H-shaped steel supporting system 4 is by pushing up Angle card key 410, H shaped steel shack 420 and steel canopy pedestal 430 are constituted, and bolt-spary supports system 5 is by grouted anchor bar 510 and concrete spray coating 520 are composed, and anchor cable net spray support system 6 is made of anchor cable 610, steel wire 620 and concrete ejection layer 630.
As shown in Fig. 2, being laid with light car track 7 and 8 two, loaded vehicle track drivings in the combination supporting model in arc-shaped tunnel The combination supporting model top of track, arc-shaped tunnel sets up communication cable and gas pipeline 10 by inlet, arc-shaped Drainage pipeline 11 is laid on the inside of the combination supporting model bottom in tunnel, formed underground coal mine transport, power supply, ventilation and drainage it is more Function fusion.A synthesis lane 9 is laid in the combination supporting models of rectangular shaped roadways, the two of arc-shaped tunnel and rectangular shaped roadways Vehicle merger and trade perforation are carried out in lane junction, while arranging section 12, mould in two lane junction inside regions design borehole The blasting procedure of quasi- digging laneway.

Claims (4)

1. a kind of mine laneway combination supporting system simulation model, it is characterised in that: by stone cornering arch support system (1), U-shaped steel Support system (2), anchor networking support system (3), H-shaped steel supporting system (4), bolt-spary supports system (5) and anchor cable net spray supporting System (6) is constituted, and the stone cornering arch support system (1), U-shaped steel support system (2) and anchor networking support system (3) are close Connection successively penetrates through, and constitutes the combination supporting model in arc-shaped tunnel, the H-shaped steel supporting system (4), bolt-spary supports system System (5) and anchor cable net spray support system (6) are sequentially connected with perforation, constitute the combination supporting model of rectangular shaped roadways, arc-shaped tunnel Combination supporting model and the combination supporting models of rectangular shaped roadways collectively form mine laneway combination supporting system simulation model;Institute The stone cornering arch support system (1) stated is by stone cornering arch supporting layer (110), stone cornering arch bearing bed (120) and stone cornering arch pad Layer (130) is constituted, and the U-shaped steel support system (2) is by metal roof bar (210), metal card key (220), metal column leg (230) It is composed with metab (240), anchor networking support system (3) is by anchor metal (310) and metal mesh (320) group At;The H-shaped steel supporting system (4) is made of apex angle card key (410), H shaped steel shack (420) and steel canopy pedestal (430).
2. mine laneway combination supporting system simulation model according to claim 1, it is characterised in that: described is arc-shaped Light car track (7) and (8) two Crane Rails of loaded vehicle track, the combination in arc-shaped tunnel are laid in the combination supporting model in tunnel Model for anchor top sets up communication cable and gas pipeline (10), the combination supporting model bottom in arc-shaped tunnel by inlet Drainage pipeline (11) are laid on the inside of portion, form underground coal mine transport, power supply, the multi-functional fusion of ventilation and drainage.
3. mine laneway combination supporting system simulation model according to claim 1, it is characterised in that: the rectangle lane It is laid with a synthesis lane (9) in the combination supporting model in road, is carried out in arc-shaped tunnel and two lane junctions of rectangular shaped roadways Vehicle merger and trade perforation, while in two lane junction inside regions design borehole arrangement section (12), simulate digging laneway Blasting procedure.
4. mine laneway combination supporting system simulation model according to claim 1, it is characterised in that: the shotcrete branch Protecting system (5) is composed of grouted anchor bar (510) and concrete spray coating (520), described anchor cable net spray support system (6) by Anchor cable (610), steel wire (620) and concrete ejection layer (630) composition.
CN201510538216.8A 2015-08-28 2015-08-28 Mine laneway combination supporting system simulation model Expired - Fee Related CN105096727B (en)

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CN204857046U (en) * 2015-08-28 2015-12-09 王新丰 Mine tunnel makes up support system simulation model

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CN203849027U (en) * 2014-02-25 2014-09-24 山东大学 Large-scale arch type flexible uniform distribution loading tunnel support model test system
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