CN102619248B - Rock trenching machine and trenching method - Google Patents
Rock trenching machine and trenching method Download PDFInfo
- Publication number
- CN102619248B CN102619248B CN201210116080.8A CN201210116080A CN102619248B CN 102619248 B CN102619248 B CN 102619248B CN 201210116080 A CN201210116080 A CN 201210116080A CN 102619248 B CN102619248 B CN 102619248B
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- moving runner
- rock
- driving wheel
- rotating wheel
- 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.)
- Expired - Fee Related
Links
- 239000011435 rock Substances 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 title abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000007943 implant Substances 0.000 claims 1
- 238000012407 engineering method Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The invention relates to a rock trenching machine and a trenching method for seepage resistance of rock cracks. The rock trenching machine comprises a trenching machine track and a trolley on the track, wherein a driving wheel is arranged on the trolley; a vertical rod A is arranged at the lower left end of a cross bar; a rotating wheel E is arranged at the lower end of the vertical rod A; a rotating wheel A is arranged at the upper end of the vertical rod A; a vertical rod B is arranged at the lower right end of the cross bar; a rotating wheel D is arranged at the lower end of the vertical rod B; a rotating wheel B is arranged at the upper end of the vertical rod B; a rotating wheel C is arranged at the left end of the track and the upper right end of a hole B; and a steel wire starts from the driving wheel, rounds the rotating wheel B, the rotating wheel A and the rotating wheel E, is cut into rocks and then enters the rotating wheel D and finally rounds the rotating wheel C and enters the driving wheel. When the rock trenching machine works, two holes are drilled in a rock to be trenched and then the vertical rod A and the vertical rod B of the trenching machine are implanted into the holes; the steel wire winds around the rotating wheels and the driving wheel; and the driving wheel is driven to drive the steel wire to rotate and cut the rocks to form a trench.
Description
One, technical field
The present invention relates to a kind of groover and cutting method, rock groover and cutting method that particularly a kind of rock fracture antiseepage grooving is used.
Two, background technology:
Some mountain reservoir is seated on the rock geology that rock fracture is more serious, and storehouse seepage is serious, and at present, the method for antiseepage processing is exactly high pressure jet grouting, and this engineering method cannot form complete diaphragm wall one, does not fundamentally solve leakage problems.
Three, summary of the invention:
The present invention has made up the shortcoming of above antiseepage equipment and engineering method, and a kind of rock groover and the cutting method that can build one diaphragm wall on rock is provided.
The present invention is achieved through the following technical solutions:
A kind of rock groover, comprise the dolly on groover track and track, driving wheel is arranged on dolly, and cross bar lower-left end is provided with vertical rod A, and vertical rod A lower end is provided with moving runner E, vertical rod A upper end is provided with moving runner A, cross bar bottom righthand side is provided with vertical rod B, and vertical rod B lower end is provided with moving runner D, and vertical rod B upper end is provided with moving runner B, moving runner C is located at the left end of track, the upper right side of hole B; Steel wire is from driving wheel, enters moving runner D after walking around moving runner B, moving runner A, moving runner E, incision rock, then walks around moving runner C and enters driving wheel.
The present invention has following feature:
This device structure is simple, easy to operate, becomes wall continuity strong, and barrier properties is high, adopts steel wire cutting, and grooving efficiency is high.
Four, brief description of the drawings:
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Accompanying drawing is structural representation of the present invention.
In figure: 1, steel wire, 2, moving runner A, 3, moving runner B, 4, driving wheel, 5, moving runner C, 6, track, 7, dolly, 8, vertical rod B, 9, hole B, 10, moving runner D, 11, moving runner E, 12, hole A, 13, vertical rod A, 14, cross bar, 15, rock.
Five, detailed description of the invention:
Accompanying drawing is a kind of specific embodiment of the present invention, this embodiment comprises the dolly 7 on groover track 6 and track, driving wheel 4 is arranged on dolly, and cross bar 14 lower-left ends are provided with vertical rod A13, and vertical rod A lower end is provided with moving runner E11, vertical rod A upper end is provided with moving runner A2, cross bar 14 bottom righthand sides are provided with vertical rod B8, and vertical rod B lower end is provided with moving runner D10, and vertical rod B upper end is provided with moving runner B3, moving runner C5 is located at the left end of track, the upper right side of hole B9; Steel wire 1 is from driving wheel, enters moving runner D after walking around moving runner B, moving runner A, moving runner E, incision rock 15, then walks around moving runner C and enters driving wheel.
When the present invention works, should first on the rock that needs grooving, make a call to two holes, then the vertical rod A of groover, vertical rod B are implanted in hole, on moving runner and driving wheel, walk around steel wire, drive driving wheel to drive steel wire to rotate, the grooving of steel wire cutting rock, on dolly, a drive unit drives dolly to move right along track, tension steel wire, makes steel wire keep certain pressure to rock.
Become after trough end, propose groover Grouting Pipe is implanted in hole, after injected water mud in groove, become a wall section, several sections of wall sections connect to diaphragm wall.
The present invention is the special-purpose machines and tools of building diaphragm wall.
Claims (1)
1. a rock groover, comprise the dolly (7) on groover track (6) and track, driving wheel (4) is arranged on dolly, cross bar (14) lower-left end is provided with vertical rod A (13), vertical rod A lower end is provided with moving runner E (11), vertical rod A upper end is provided with moving runner A (2), cross bar (14) bottom righthand side is provided with vertical rod B (8), vertical rod B lower end is provided with moving runner D (10), vertical rod B upper end is provided with moving runner B (3), moving runner C (5) is located at the left end of track, the upper right side of hole B (9), steel wire (1) is from driving wheel, walk around moving runner B, moving runner A enters hole A(12), then walk around moving runner E, the laggard hand-hole B(9 of incision rock (15)), then walk around moving runner D, moving runner C enters driving wheel, it is characterized in that: when groover work, on the rock that needs grooving, make a call to two holes, be hole A(12), hole B(9), then by the vertical rod A of groover, vertical rod B implants respectively hole A(12), hole B(9) in, on above-mentioned moving runner and driving wheel, walk around steel wire, drive driving wheel to drive steel wire to rotate, the grooving of steel wire cutting rock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210116080.8A CN102619248B (en) | 2012-04-19 | 2012-04-19 | Rock trenching machine and trenching method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210116080.8A CN102619248B (en) | 2012-04-19 | 2012-04-19 | Rock trenching machine and trenching method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102619248A CN102619248A (en) | 2012-08-01 |
| CN102619248B true CN102619248B (en) | 2014-07-09 |
Family
ID=46559432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210116080.8A Expired - Fee Related CN102619248B (en) | 2012-04-19 | 2012-04-19 | Rock trenching machine and trenching method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102619248B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759593A (en) * | 2017-01-18 | 2017-05-31 | 王燏斌 | A kind of groover and its construction method for hypogee |
| CN106759464A (en) * | 2017-01-18 | 2017-05-31 | 王燏斌 | A kind of hypogee and its construction method |
| CN108995051A (en) * | 2018-08-13 | 2018-12-14 | 中国十九冶集团有限公司 | Diamond-wire saw cutting process |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1432152A1 (en) * | 1985-02-25 | 1988-10-23 | Украинский Научно-Исследовательский Институт Гидротехники И Мелиорации | Machine for mounting pipeline in trench |
| CN101736769A (en) * | 2009-11-13 | 2010-06-16 | 张永忠 | Double-chain saw slotting machine |
| WO2011041844A1 (en) * | 2009-10-09 | 2011-04-14 | Tcm Pty Ltd | Trench cutting machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2557313B2 (en) * | 1993-05-26 | 1996-11-27 | 財団法人土木研究センター | Method and device for preventing inclination of chain cutter type grooving machine |
-
2012
- 2012-04-19 CN CN201210116080.8A patent/CN102619248B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1432152A1 (en) * | 1985-02-25 | 1988-10-23 | Украинский Научно-Исследовательский Институт Гидротехники И Мелиорации | Machine for mounting pipeline in trench |
| WO2011041844A1 (en) * | 2009-10-09 | 2011-04-14 | Tcm Pty Ltd | Trench cutting machine |
| CN101736769A (en) * | 2009-11-13 | 2010-06-16 | 张永忠 | Double-chain saw slotting machine |
Non-Patent Citations (1)
| Title |
|---|
| JP特开平7-317101A 1995.12.05 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102619248A (en) | 2012-08-01 |
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| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
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| ASS | Succession or assignment of patent right |
Owner name: HAILI HOLDING GROUP CO., LTD. Free format text: FORMER OWNER: ZHANG YONGZHONG Effective date: 20140609 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Bo Haiguo Inventor after: Wang Zhigang Inventor after: Shu Youxi Inventor after: Yu Lagen Inventor after: Zhang Hui Inventor after: Xie Kaiyong Inventor after: Zhang Yongzhong Inventor before: Zhang Yongzhong |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHANG YONGZHONG TO: BU HAIGUO WANG ZHIGANG SHU YOUXI YU LAGEN ZHANG HUI XIE KAIYONG ZHANG YONGZHONG Free format text: CORRECT: ADDRESS; FROM: 276600 RIZHAO, SHANDONG PROVINCE TO: 330052 NANCHANG, JIANGXI PROVINCE |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20140609 Address after: 330052, No. 2188, Elephant Lake Road, Chang Nan metro, Jiangxi, Nanchang Applicant after: HAILI HOLDING GROUP CO., LTD. Address before: 276600 Shandong Province, Rizhao City Ji'nan road 277, building 10, unit 1, Belvedere Garden 102 Applicant before: Zhang Yongzhong |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20170419 |