CN105134221A - Cannon-free mechanical tunneling technology for hard rock - Google Patents
Cannon-free mechanical tunneling technology for hard rock Download PDFInfo
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- CN105134221A CN105134221A CN201510554187.4A CN201510554187A CN105134221A CN 105134221 A CN105134221 A CN 105134221A CN 201510554187 A CN201510554187 A CN 201510554187A CN 105134221 A CN105134221 A CN 105134221A
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Abstract
Provided is a cannon-free mechanical tunneling technology for hard rock. The technology specifically includes the steps that firstly, punching positions are arranged; secondly, punching is performed according to the preset positions; thirdly, cleaving is performed; fourthly, tunneling is performed; fifthly the operation is repeated. According to the technology, explosives are not used at all. The cannon-free mechanical tunneling technology for hard rock is used for replacing a traditional cannon tunneling technology, work efficiency is greatly improved, the safety coefficient is greatly increased, and the requirements of safe and efficient production are met; the mechanical level of tunneling operation is high, the number of personnel on a work face is substantially reduced, and labor intensity of workers is relieved; rock joints are damaged through a cleaving device, the cutting power of a tunneling machine is reduced, energy consumption is lower, and the problem that hard rock is difficult to cut is eradicated; cutting tooth abrasion is weakened, the replacement period of parts easy to damage and consume is prolonged, and production efficiency is improved.
Description
Technical field
The present invention relates to a kind of piercing technique of rock, particularly a kind of a kind of hard rock being applicable to high rigidity stone drifting operation is without big gun mechanical drivage technique.
Background technology
At present, all kinds of tunnelling of China generally adopts big gun to dig method, and it utilizes hammer drill perforating, and manual charging has blown out driving task, and the method technique is comparatively ripe, is still the main form of construction work of domestic each tunnelling so far.But the method Mechanization Level is low, hand labor intensity is large, there is serious potential safety hazard, can not adapt to the use that should control now explosive, again efficiently, the production requirement of safety.
Summary of the invention
The present invention is low in order to solve current big gun tunneling process safety factor, hand labor intensity is large, ineffective problem, provide a kind of hard rock without big gun mechanical drivage technique, this technique is completely without explosive, have employed hard rock without big gun mechanical drivage technology generations for traditional big gun tunneling process, operating efficiency and safety factor are greatly improved, and meet the requirement of safe and efficient production; Excavation operation Mechanization Level is high, and work plane personnel input amount significantly reduces and workman's amount of labour is reduced; Utilize cleaving device to destroy rock joint, reduce the cutting power of development machine, energy consumption is lower, and has stopped the problem that solid rock is difficult to cut; Pick wearing and tearing weaken, and the rapid wear attrition component replacement cycle increases, and production efficiency is significantly improved.
The present invention solves the concrete technical scheme that its technical problem adopts:
A kind of hard rock, without big gun mechanical drivage technique, comprises the steps:
The first step: arrange punch position, design, hardness big hole pitch is little according to the situation such as formation hardness, bedding to punch position, hardness aperture pitch is large, pitch of holes rests between 0.5 ~ 1.3 meter.
Second step: by presetting position punching, treating that digging laneway section creeps into splitting hole by the orientation pre-set, described splitting hole internal diameter is as the criterion with the specification of splitting device.
3rd step: splitting, inserts splitting device respectively in the splitting hole of having bored and carries out cleavage operations, makes to treat that some crackles appear in digging laneway section, for follow-up driving is ready.
4th step: driving, after cleavage operations completes, the inner joint of solid rock is destroyed, and manipulation cutting part of heading machine utilizes rock crackle forming to carry out excavation operation.
5th step: repeat above-mentioned operation, the rock in cleaning tunneling process under cut, moves forward equipment and carries out next round excavation operation.
In preferred technical scheme, the punch position described in the first step specifically designs punch position according to the physical property of cross-section shape of roadway, rock bedding, and hardness big hole pitch is little, hardness aperture pitch large, and pitch of holes rests between 0.5 ~ 1.3 meter.
In preferred technical scheme, punch described in second step, employing be hydraulic gate or hydraulic drill ring.
In preferred technical scheme, splitting described in the 3rd step, employing be expansion agent or hydraulic splitting equipment.
In preferred technical scheme, rock described in the 5th step is cleared up, and is by shovel board of development machine portion rock collected Department of Transportation and transport to scope of operation rear, then transports tunnel by elevating conveyor and Moveable belt transporter.
The beneficial effect that the present invention has is: this technique is completely without explosive, and have employed hard rock without big gun mechanical drivage technology generations for traditional big gun tunneling process, operating efficiency and safety factor are greatly improved, and meet the requirement of safe and efficient production; Excavation operation Mechanization Level is high, and work plane personnel input amount significantly reduces and workman's amount of labour is reduced; Utilize cleaving device to destroy rock joint, reduce the cutting power of development machine, energy consumption is lower, and has stopped the problem that solid rock is difficult to cut; Pick wearing and tearing weaken, and the rapid wear attrition component replacement cycle increases, and production efficiency is improved.
Accompanying drawing explanation
Fig. 1 is the flow chart of hard rock of the present invention without big gun mechanical drivage technique.
Fig. 2 is the apparatus arrangement schematic diagram of hard rock of the present invention without big gun mechanical drivage technique.
In figure: 1, hydraulic drill ring, 2, hydraulic splitting rod, 3, development machine.
detailed description of the invention:
Below in conjunction with accompanying drawing the present invention done and further explain.
As depicted in figs. 1 and 2, a kind of hard rock that this detailed description of the invention provides, without big gun mechanical drivage technique, comprises the steps:
The first step: arrange punch position, design, hardness big hole pitch is little according to the situation such as formation hardness, bedding to punch position, hardness aperture pitch is large, pitch of holes rests between 0.5 ~ 1.3 meter.
Second step: by presetting position punching, hydraulic gate or hydraulic drill ring 1 is adopted to treat that digging laneway section creeps into splitting hole by the orientation pre-set, the drilling equipment that present embodiment adopts is hydraulic drill ring 1, and described splitting hole internal diameter is as the criterion with the specification of splitting device.
3rd step: splitting, inserts expansion agent or hydraulic splitting 2 equipment in the splitting hole of having bored and carries out cleavage operations, and present embodiment adopts hydraulic splitting rod 2 to carry out cleavage operations, makes to treat that some crackles appear in digging laneway section, for follow-up driving is ready.
4th step: driving, after cleavage operations completes, the inner joint of solid rock is destroyed, and the cutting units on manipulation development machine 3 utilizes rock crackle forming to carry out excavation operation.
5th step: repeat above-mentioned operation, collects Department of Transportation by the shovel board portion on development machine 3 by rock and transports to scope of operation rear, then by elevating conveyor and Moveable belt transporter, rock being transported tunnel, moved forward by equipment and carry out next round excavation operation.
Claims (2)
1. hard rock is without a big gun mechanical drivage technique, and its technology characteristics is: the first step: arrange punch position, design, hardness big hole pitch is little according to the situation such as formation hardness, bedding to punch position, hardness aperture pitch is large; Second step: by presetting position punching, treating that digging laneway section creeps into splitting hole by the orientation pre-set, described splitting hole internal diameter is as the criterion with the specification of splitting device; 3rd step: splitting, inserts splitting device respectively in the splitting hole of having bored and carries out cleavage operations, makes to treat that some crackles appear in digging laneway section, for follow-up driving is ready; 4th step: driving, after cleavage operations completes, the inner joint of solid rock is destroyed, and manipulation cutting part of heading machine utilizes rock crackle forming to carry out excavation operation; 5th step: repeat above-mentioned operation, the rock in cleaning tunneling process under cut, moves forward equipment and carries out next round excavation operation.
2. a kind of hard rock according to claim 1 is without big gun mechanical drivage technique, its technology characteristics is: the punch position described in the first step specifically designs punch position according to the physical property of cross-section shape of roadway, rock bedding, and pitch of holes rests between 0.5 ~ 1.3 meter; Punch described in second step, employing be hydraulic gate or hydraulic drill ring; Splitting described in 3rd step, employing be expansion agent or hydraulic splitting equipment; Rock described in 5th step is cleared up, and is by shovel board of development machine portion rock collected Department of Transportation and transport to scope of operation rear, then transports tunnel by elevating conveyor and Moveable belt transporter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510554187.4A CN105134221A (en) | 2015-09-02 | 2015-09-02 | Cannon-free mechanical tunneling technology for hard rock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510554187.4A CN105134221A (en) | 2015-09-02 | 2015-09-02 | Cannon-free mechanical tunneling technology for hard rock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105134221A true CN105134221A (en) | 2015-12-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201510554187.4A Withdrawn CN105134221A (en) | 2015-09-02 | 2015-09-02 | Cannon-free mechanical tunneling technology for hard rock |
Country Status (1)
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| CN (1) | CN105134221A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106089210A (en) * | 2016-07-20 | 2016-11-09 | 纪新刚 | A kind of hole, environment-friendly type mine mining method |
| CN108240227A (en) * | 2018-01-24 | 2018-07-03 | 贵州桥梁建设集团有限责任公司 | The non-explosion hydraulic pressure thunderbolt excavation method in tunnel |
| CN108915706A (en) * | 2018-08-14 | 2018-11-30 | 中国铁建大桥工程局集团有限公司 | High hydraulic pressure shield launching portal horizontal grouting and static breaking construction method |
| CN109098719A (en) * | 2018-10-15 | 2018-12-28 | 无锡华瀚能源装备科技有限公司 | A kind of hard rock mechanical drivage construction technology |
| CN110186762A (en) * | 2019-06-21 | 2019-08-30 | 三峡大学 | The method that aperture field and seepage flow situation are analyzed under a kind of pair of rock fracture different pressures |
| CN112228070A (en) * | 2020-10-13 | 2021-01-15 | 中国电建集团成都勘测设计研究院有限公司 | Method for excavating cavern by arc-shaped drilling splitting method |
| CN112761658A (en) * | 2021-01-15 | 2021-05-07 | 中国矿业大学 | Hard rock roadway tunneling process and multi-equipment cooperative control method |
| CN112814677A (en) * | 2021-03-16 | 2021-05-18 | 中国铁建重工集团股份有限公司 | Hard rock drilling and splitting tunneling method and device |
| CN113374476A (en) * | 2021-05-07 | 2021-09-10 | 甘肃赛福特爆破工程有限公司 | Static blasting construction method for hydraulic splitting machine |
| CN114635707A (en) * | 2022-04-20 | 2022-06-17 | 中国矿业大学 | Hydraulic fracturing-based rapid and continuous hard rock roadway or tunnel tunneling method |
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| US4312541A (en) * | 1980-03-24 | 1982-01-26 | Jarva, Inc. | Hard rock trench cutting machine having anchoring and steering structure |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106089210A (en) * | 2016-07-20 | 2016-11-09 | 纪新刚 | A kind of hole, environment-friendly type mine mining method |
| CN108240227A (en) * | 2018-01-24 | 2018-07-03 | 贵州桥梁建设集团有限责任公司 | The non-explosion hydraulic pressure thunderbolt excavation method in tunnel |
| CN108915706A (en) * | 2018-08-14 | 2018-11-30 | 中国铁建大桥工程局集团有限公司 | High hydraulic pressure shield launching portal horizontal grouting and static breaking construction method |
| CN109098719A (en) * | 2018-10-15 | 2018-12-28 | 无锡华瀚能源装备科技有限公司 | A kind of hard rock mechanical drivage construction technology |
| CN110186762B (en) * | 2019-06-21 | 2022-02-01 | 三峡大学 | Method for analyzing opening field and seepage condition of rock fracture under different pressures |
| CN110186762A (en) * | 2019-06-21 | 2019-08-30 | 三峡大学 | The method that aperture field and seepage flow situation are analyzed under a kind of pair of rock fracture different pressures |
| CN112228070A (en) * | 2020-10-13 | 2021-01-15 | 中国电建集团成都勘测设计研究院有限公司 | Method for excavating cavern by arc-shaped drilling splitting method |
| CN112761658A (en) * | 2021-01-15 | 2021-05-07 | 中国矿业大学 | Hard rock roadway tunneling process and multi-equipment cooperative control method |
| CN112761658B (en) * | 2021-01-15 | 2022-07-08 | 中国矿业大学 | Hard rock roadway tunneling process and multi-equipment cooperative control method |
| CN112814677A (en) * | 2021-03-16 | 2021-05-18 | 中国铁建重工集团股份有限公司 | Hard rock drilling and splitting tunneling method and device |
| CN112814677B (en) * | 2021-03-16 | 2022-05-17 | 中国铁建重工集团股份有限公司 | Hard rock drilling and splitting tunneling method and device |
| CN113374476A (en) * | 2021-05-07 | 2021-09-10 | 甘肃赛福特爆破工程有限公司 | Static blasting construction method for hydraulic splitting machine |
| CN114635707A (en) * | 2022-04-20 | 2022-06-17 | 中国矿业大学 | Hydraulic fracturing-based rapid and continuous hard rock roadway or tunnel tunneling method |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C04 | Withdrawal of patent application after publication (patent law 2001) | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20151209 |