CN202788746U - Drilling tool device for drilling, grouting and wall protection - Google Patents
Drilling tool device for drilling, grouting and wall protection Download PDFInfo
- Publication number
- CN202788746U CN202788746U CN201220449034.5U CN201220449034U CN202788746U CN 202788746 U CN202788746 U CN 202788746U CN 201220449034 U CN201220449034 U CN 201220449034U CN 202788746 U CN202788746 U CN 202788746U
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- China
- Prior art keywords
- drilling tool
- drilling
- retaining wall
- slip casting
- drilling rig
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- Expired - Fee Related
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 63
- 239000002002 slurry Substances 0.000 claims description 19
- 238000007569 slipcasting Methods 0.000 claims description 17
- 238000007664 blowing Methods 0.000 claims description 10
- 239000007921 spray Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 239000002689 soil Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 101150054854 POU1F1 gene Proteins 0.000 description 4
- 239000004568 cement Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000011440 grout Substances 0.000 description 3
- 238000011835 investigation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000011010 flushing procedure Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000013590 bulk material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
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- Earth Drilling (AREA)
Abstract
The utility model relates to a drilling tool device for drilling, grouting and wall protection, and belongs to the field of geotechnical engineering. The drilling tool device comprises a mud sump, a mud delivery hose, a mud pump, a capstan device and a drilling tool, wherein one end of the mud delivery hose is connected with the mud sump and the other end thereof is mounted on the capstan device by the mud pump; the capstan device is mounted at the upper end of the drilling tool; and a drilling rod joint is mounted at the top end of the drilling tool. The drilling tool device adopts a rotating vane, a spouting device and the capstan device, and is simple in structure, ingenious in design and high in practicability.
Description
Technical field
The utility model relates to a kind of boring slip casting retaining wall drilling rig, is mainly used in the engineering investigation of prose style free from parallelism gravelly soil (such as refuse dump, spoil area, loose rock dam etc.), belongs to the geotechnical engineering field.
Background technology
The normal drilling tool that adopts or conventional drilling tool in the engineering investigation, its main function is: 1, transmit drill pressure and rotary torque to drill bit in drilling process; 2, at the bottom of the hole, carry drilling fluid; 3, guarantee the direction of boring, prevent its off-centre of in drilling process, holing.But concerning prose style free from parallelism gravelly soil material, comparatively loose owing to its gravelly soil by the variable grain particle size forms, and a large amount of spaces is arranged, so in the prospecting process, very easily cause the phenomenon that collapses the hole and leak.Some rubble soil bodys (such as refuse dump, spoil area, loose rock dam etc.) particularly, because the size of its bulk material differs greatly, little can micron order, and large can reaching more than 1.0 m, in the loose soil body of particle diameter great disparity like this, carry out engineering investigation, significantly collapse hole and (returning without the flushing liquor) phenomenon of leaking can appear, thereby affect normally carrying out of survey, so need in the prospecting process, in time whitewash a large amount of spaces in supporting hole wall and the shutoff gravelly soil, only in this way just can drill normally work.But current to collapse hole and main the employing or artificial slip casting or change special grouting equipment and carry out slip casting of leaking in the loose soil body prospecting, thus reach the purpose in slip casting retaining wall and shutoff borehole wall space, but when so not only useless, but also consumptive material, its effect is not remarkable yet.
Summary of the invention
The purpose of this utility model provides a kind of simple in structure, practical boring slip casting retaining wall drilling rig, when useless when solving slip casting retaining wall and shutoff borehole wall space, the problem of consumptive material.
The utility model is realized by following technical scheme: a kind of boring slip casting retaining wall drilling rig comprises mud pit 1, defeated slurry flexible pipe 2, slush pump 3, capstan device 5, drilling tool 7; Defeated slurry flexible pipe 2 one ends are connected with mud pit 1, and the other end is installed on the capstan device 5 by slush pump 3, and capstan device 5 is installed in drilling tool 7 upper ends, and drilling tool 7 tops are equipped with drilling rod interface 4.
Described capstan device 5 inside are installed on ball 10, rotary connector 13, rotary connector 13 is that ball 10 and capstan device 5 are coupled together, its role is to make capstan device 5 revolution and rotation with drilling tool 7 under the drive of ball 10, offer spillage mouth 12 on the rotary connector 13, its role is in the defeated slurry of the cement grout input passage 9, can prevent that defeated slurry flexible pipe 2 is wrapped on the drilling tool 7, can be transported to cement grout again in the defeated slurry passage 9 thereby reach.
Be provided with water transport channel 11 in the described drilling tool 7, the middle part is provided with defeated slurry passage 9, drilling tool 7 outsides offer the vane 6 of sped structure, drilling tool 7 outsides also are equipped with refractory gunning equipment 8, vane 6 can guarantee that boring is not eccentric in the drilling process, and make the disintegrating slag that produces in the boring under the effect of flushing liquor (water), take ground to along the spiral groove of drilling tool 7, guarantee that simultaneously refractory gunning equipment 8 and hole wall have certain distance (namely guaranteeing the effect of setting and the whitewashing of refractory gunning equipment 8).
The input of described refractory gunning equipment 8 offers mouth spray 14, and refractory gunning equipment 8 has blowing mouth 16 and valve pearl 15 is installed with drilling tool 7 junctions.Described refractory gunning equipment 8 be placed in the structure groove of vane 6 and with level at an angle, purpose be can make valve pearl 15 by self gravitation with 16 shutoff of blowing mouth, and can guarantee that again valve pearl 15 can open under the impact of pressure slurries.The diameter of described mouth spray 14 is less than the diameter of valve pearl 15, and purpose is to prevent that valve pearl 15 is rushed out outside the refractory gunning equipment 8.Described valve pearl 15 coincide with blowing mouth 16 sizes, and effect is that valve pearl 15 can be washed open by slurries automatically when whitewashing, and valve pearl 15 can fall and block blowing mouth 16 by deadweight when not whitewashing, thereby prevents that borings from entering in the defeated slurry passage 9 of drilling tool 7.
The utility model compared with prior art has following beneficial effect:
1, can reach the effect of drilling tool, also when creeping into, can finish the function of whitewashing retaining wall;
2, the rotation with drilling tool when impact rotating creeps into of defeated slurry flexible pipe is rotated;
3, when whitewashing, the pressure energy of cement grout is washed the valve pearl open, reaches the order of whitewashing;
4, refractory gunning equipment has certain inclination angle, and the valve pearl can rely on gravity autoshutdown blowing mouth, thereby prevents that borings from entering the defeated slurry passage of drilling tool;
5, the design of vane structure can make under the uninfluenced prerequisite of boring, guarantees the smooth discharge of gunite effect and borings;
6, effective than other slip casting retaining wall of whitewashing retaining wall, and can greatly reduce the consumption of cement;
7, need not change drilling tool and miscellaneous equipment during retaining wall, can greatly improve its efficient, save the plenty of time;
8, vane, refractory gunning equipment and capstan apparatus structure are simple, design ingenious, practical.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is capstan device generalized section of the present utility model;
Fig. 3 is capstan device II-II of the present utility model ' cross-sectional schematic diagram;
Fig. 4 is drilling tool refractory gunning equipment vertical profile schematic diagram of the present utility model;
Fig. 5 is I-I of the present utility model ' upright projection schematic diagram.
Each label is among the figure: 1: mud pit, 2: defeated slurry flexible pipe, 3: slush pump, 4: drilling rod interface, 5: capstan device, 6: vane, 7: drilling tool, 8: refractory gunning equipment, 9: defeated slurry passage, 10: ball, 11: water transport channel, 12: spillage mouth, 13: rotary connector, 14: mouth spray, 15: valve pearl, 16: blowing mouth.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail, but content of the present utility model is not limited to described scope.
Embodiment 1: shown in Fig. 1-5, a kind of boring slip casting retaining wall drilling rig comprises mud pit 1, defeated slurry flexible pipe 2, slush pump 3, capstan device 5, drilling tool 7; Defeated slurry flexible pipe 2 one ends are connected with mud pit 1, and the other end is installed on the capstan device 5 by slush pump 3, and capstan device 5 is installed in drilling tool 7 upper ends, and drilling tool 7 tops are equipped with drilling rod interface 4.
Be provided with water transport channel 11 in the drilling tool 7, the middle part is provided with defeated slurry passage 9, and drilling tool 7 outsides offer the vane 6 of sped structure, and drilling tool 7 outsides also are equipped with refractory gunning equipment 8.
The input of refractory gunning equipment 8 offers mouth spray 14, and refractory gunning equipment 8 has blowing mouth 16 and valve pearl 15 is installed with drilling tool 7 junctions.Refractory gunning equipment 8 be placed in the structure groove of vane 6 and with level at an angle.The diameter of mouth spray 14 is less than the diameter of valve pearl 15.Valve pearl 15 coincide with blowing mouth 16 sizes.
Claims (7)
1. a boring slip casting retaining wall drilling rig is characterized in that: comprise mud pit (1), defeated slurry flexible pipe (2), slush pump (3), capstan device (5), drilling tool (7); Defeated slurry flexible pipe (2) one ends are connected with mud pit (1), and the other end is installed on the capstan device (5) by slush pump (3), and capstan device (5) is installed in drilling tool (7) upper end, and drilling tool (7) top is equipped with drilling rod interface (4).
2. boring slip casting retaining wall drilling rig according to claim 1, it is characterized in that: described capstan device (5) inside is installed on ball (10), rotary connector (13), offers spillage mouth (12) on the rotary connector (13).
3. boring slip casting retaining wall drilling rig according to claim 1, it is characterized in that: be provided with water transport channel (11) in the described drilling tool (7), the middle part is provided with defeated slurry passage (9), and drilling tool (7) outside offers vane (6), and drilling tool (7) outside also is equipped with refractory gunning equipment (8).
4. boring slip casting retaining wall drilling rig according to claim 3, it is characterized in that: the input of described refractory gunning equipment (8) offers mouth spray (14), and refractory gunning equipment (8) has blowing mouth (16) and valve pearl (15) is installed with drilling tool (7) junction.
5. boring slip casting retaining wall drilling rig according to claim 3 is characterized in that: described refractory gunning equipment (8) be placed in the structure groove of vane (6) and with level at an angle.
6. boring slip casting retaining wall drilling rig according to claim 1, it is characterized in that: the diameter of described mouth spray (14) is less than the diameter of valve pearl (15).
7. boring slip casting retaining wall drilling rig according to claim 4 is characterized in that: described valve pearl (15) size is coincide with blowing mouth (16) size.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201220449034.5U CN202788746U (en) | 2012-09-05 | 2012-09-05 | Drilling tool device for drilling, grouting and wall protection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201220449034.5U CN202788746U (en) | 2012-09-05 | 2012-09-05 | Drilling tool device for drilling, grouting and wall protection |
Publications (1)
Publication Number | Publication Date |
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CN202788746U true CN202788746U (en) | 2013-03-13 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201220449034.5U Expired - Fee Related CN202788746U (en) | 2012-09-05 | 2012-09-05 | Drilling tool device for drilling, grouting and wall protection |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105369825A (en) * | 2015-10-30 | 2016-03-02 | 国网山东省电力公司东营供电公司 | Collapse prevention device of building underground cable channel |
CN110055971A (en) * | 2019-04-08 | 2019-07-26 | 中铁第四勘察设计院集团有限公司 | A kind of hole wall refractory gunning equipment |
CN110820735A (en) * | 2019-11-14 | 2020-02-21 | 河南理工大学 | Expanding stirrer for forming holes in deep soft soil self-made retaining wall and hole forming method using expanding stirrer |
-
2012
- 2012-09-05 CN CN201220449034.5U patent/CN202788746U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105369825A (en) * | 2015-10-30 | 2016-03-02 | 国网山东省电力公司东营供电公司 | Collapse prevention device of building underground cable channel |
CN110055971A (en) * | 2019-04-08 | 2019-07-26 | 中铁第四勘察设计院集团有限公司 | A kind of hole wall refractory gunning equipment |
CN110055971B (en) * | 2019-04-08 | 2024-07-05 | 中铁第四勘察设计院集团有限公司 | Hole wall guniting device |
CN110820735A (en) * | 2019-11-14 | 2020-02-21 | 河南理工大学 | Expanding stirrer for forming holes in deep soft soil self-made retaining wall and hole forming method using expanding stirrer |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130313 Termination date: 20150905 |
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EXPY | Termination of patent right or utility model |