CN205955649U - What complete hard rock was got to brill digs drilling tool soon - Google Patents
What complete hard rock was got to brill digs drilling tool soon Download PDFInfo
- Publication number
- CN205955649U CN205955649U CN201620943969.7U CN201620943969U CN205955649U CN 205955649 U CN205955649 U CN 205955649U CN 201620943969 U CN201620943969 U CN 201620943969U CN 205955649 U CN205955649 U CN 205955649U
- Authority
- CN
- China
- Prior art keywords
- pick
- drilling tool
- hard rock
- tool body
- complete hard
- 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.)
- Active
Links
Abstract
The utility model relates to a what complete hard rock was got to brill digs drilling tool soon, say and ten four at least picks that this drilling tool body be the tube -shape including drilling tool body, gyration, the pick includes outer pick and interior pick, and the one end of drilling tool body is equipped with the outer pick and the interior pick of the crisscross setting of round, the every interval 50mm in outer lane of drilling tool body is equipped with a gyration and says, pick cutting head is 63 for the angle of perpendicular, the length of drilling tool body is 1500mm. The utility model discloses can improve the stake of construction of rotary drilling rig efficiency and bored concrete pile one -tenth and satisfy the designing requirement, it is extravagant to reduce the manpower financial resources.
Description
Technical field
This utility model is related to a kind of rotary drill tools, specifically drills through the rotary drill tools of complete hard rock.
Background technology
Bored concrete pile presses its forming hole method difference at present, is broadly divided into cast-in-situ bored pile, driven cast-in-place pile, manually digging hole perfusion
Stake, explosive expansion bored concrete pile etc..Wherein cast-in-situ bored pile is usually used twist bit hole forming method because the machinery of pore-forming is different, diving bores
Machine hole forming method, percussive drill hole forming method, rotary drilling method etc..In the filling pile construction of embedding rock, and when rock stratum is harder, rotary drilling
Hole method obtains relatively broad application, but it is difficult to obtain more complete rock sample, particularly hard during the construction of common drill bit
Rock stratum in, it is difficult to judge that nature of ground during the embedding rock of bored concrete pile and embedding rock are deep therefore in the case that stratum is more complicated
Whether degree meets design requirement.
Content of the invention
This utility model is intended to overcome the defect of prior art, provides a kind of rotary drill tools drilling through complete hard rock, can carry
High rotary drilling rig efficiency of construction and bored pile piling meet design requirement, reduce manpower financial capacity and waste.
In order to solve above-mentioned technical problem, this utility model is realized in:
A kind of rotary drill tools drilling through complete hard rock it is characterised in that:Including drill body, slalom course and at least 14
Pick, this drill body is tubular, and pick includes outer pick and interior pick, and one end of drill body is provided with what a circle was crisscross arranged
Outer pick and interior pick, the outer ring of described drill body is provided with a slalom course at interval of 50mm.
The described rotary drill tools drilling through complete hard rock it is characterised in that:Described pick bit is with respect to vertical
Angle is 63 °.
The described rotary drill tools drilling through complete hard rock it is characterised in that:The length of described drill body is 1500mm.
The beneficial effects of the utility model are:Improve rotary digging drill bit and enter the guidance quality of rock it is ensured that the perpendicularity of bored concrete pile, carry
The abrasion strength resistance of high rotary digging drill bit, reduce loss, can effectively drill through complete rock sample, effectively judge nature of ground and enter rock
Depth, it is ensured that engineering quality of pile, improves the work efficiency of piles set into rock rotary digging construction, shortens construction period, reduces construction cost.
Brief description
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is structural representation of the present utility model.
Fig. 2 looks up the structural representation in direction for Fig. 1.
Specific embodiment
As shown in Figure 1-2:A kind of rotary drill tools drilling through complete hard rock, including drill body 1, slalom course 2 and 14
Pick 3, increased the probability that pick center alloy grinds, effective protection pick denticle, loss is fallen below minimum, this drilling tool
Body is tubular, and pick includes outer pick 31 and interior pick 32, and one end of drill body is provided with the outer pick that a circle is crisscross arranged
With interior pick, the outer ring of described drill body is provided with a slalom course at interval of 50mm, increased drilling efficiency, decrease pick
Loss;Described pick bit is 63 ° with respect to the angle of vertical, increased the alloy stress probability of pick, protects simultaneously
Denticle and toothholder;The length of described drill body is 1500mm, increased the probability of fracturation, facilitates coring.
Claims (3)
1. a kind of rotary drill tools drilling through complete hard rock it is characterised in that:Cut including drill body, slalom course and at least 14
Tooth, this drill body is tubular, and pick includes outer pick and interior pick, and it is outer that one end of drill body is provided with that a circle is crisscross arranged
Pick and interior pick, the outer ring of described drill body is provided with a slalom course at interval of 50mm.
2. the rotary drill tools drilling through complete hard rock according to claim 1 it is characterised in that:Described pick bit is relatively
Angle in vertical is 63 °.
3. the rotary drill tools drilling through complete hard rock according to claim 2 it is characterised in that:The length of described drill body
For 1500mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620943969.7U CN205955649U (en) | 2016-08-26 | 2016-08-26 | What complete hard rock was got to brill digs drilling tool soon |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620943969.7U CN205955649U (en) | 2016-08-26 | 2016-08-26 | What complete hard rock was got to brill digs drilling tool soon |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205955649U true CN205955649U (en) | 2017-02-15 |
Family
ID=57979737
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620943969.7U Active CN205955649U (en) | 2016-08-26 | 2016-08-26 | What complete hard rock was got to brill digs drilling tool soon |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205955649U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109057716A (en) * | 2018-09-07 | 2018-12-21 | 福建永强岩土股份有限公司 | One kind having water jetting at high pressure stream pore-forming rotary digging drill bit and its construction method |
-
2016
- 2016-08-26 CN CN201620943969.7U patent/CN205955649U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109057716A (en) * | 2018-09-07 | 2018-12-21 | 福建永强岩土股份有限公司 | One kind having water jetting at high pressure stream pore-forming rotary digging drill bit and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105887820A (en) | Circular arc socket herringbone pile manufacturing equipment | |
CN105970925A (en) | Buckle type retaining wall | |
CN105862751A (en) | Arc inserting quincuncial pile forming facility | |
CN105862742A (en) | Joint cross pile manufacturing equipment | |
CN105735283A (en) | Circular arc inserting and buckling cross pile manufacturing equipment | |
CN105821838A (en) | Circular-arc locking buckling T-shaped pile manufacturing facility | |
CN105862741A (en) | Arc buckling type crossed pile manufacturing equipment | |
CN105821837A (en) | Circular-arc insertion combination T-shaped pile manufacturing facility | |
CN105862739A (en) | Inserted buckling type L-shaped pile manufacturing device | |
CN105908709A (en) | Manufacturing facility for T-shaped piles combined through insertion and connection in circular-arc manner | |
CN105756042A (en) | Circular-arc inserting buckling T-shaped pile manufacturing equipment | |
CN105887821A (en) | Spigot joint herringbone pile manufacturing device | |
CN105862738A (en) | Buckling type L-shaped pile manufacturing device | |
CN105735282A (en) | Manufacturing equipment for interlocking cross piles | |
CN105887822A (en) | Circular arc spigot joint L-shaped pile manufacturing device | |
CN105862753A (en) | Arc-plug plum blossom shaped pile forming facility | |
CN105862737A (en) | Arc buckling type inverted-Y-shaped pile manufacturing equipment | |
CN105862828A (en) | Reinforcing device for socket herringbone pile foundation | |
CN105970924A (en) | Locking type diaphragm wall | |
CN106013101A (en) | Lock opening retaining wall | |
CN106013102A (en) | Locking connection retaining wall | |
CN105970923A (en) | Joint wall manufacturing device | |
CN105951757A (en) | Socket connection combination retaining wall | |
CN105887853A (en) | Lock piling wall forming device | |
CN106013100A (en) | Combined wall manufacturing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |