CN205823216U - Underwater cast-in-place pile drags for slag drill bit - Google Patents
Underwater cast-in-place pile drags for slag drill bit Download PDFInfo
- Publication number
- CN205823216U CN205823216U CN201620556723.4U CN201620556723U CN205823216U CN 205823216 U CN205823216 U CN 205823216U CN 201620556723 U CN201620556723 U CN 201620556723U CN 205823216 U CN205823216 U CN 205823216U
- Authority
- CN
- China
- Prior art keywords
- drill bit
- slag
- drags
- drag
- bit body
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of underwater cast-in-place pile and drag for slag drill bit, belong to Underwater pile construction apparatus field, there is provided one can solve to there is potential safety hazard during existing bored concrete pile drags for slag big, drag for slag cumbersome, and the underwater cast-in-place pile of high in cost of production problem drags for slag drill bit, including drill bit body, described drill bit body is hollow structure, it is provided with many in the inside of drill bit body hollow and drags for slag tooth bar, the inwall of described one end and drill bit body dragging for slag tooth bar is connected, and unsettled and towards drill bit body the central area of its other end extends.By using bored concrete pile described in the utility model to drag for slag drill bit, the cobble of large volume, block stone etc. can be collected and drag for above slag tooth bar in drill sleeve body, and when rising drill bit, along with drill bit takes out together, thus manually drag for slag without using, and simple in construction of the present utility model, fishing juice effect is good, efficiency is high, safety is high and simple to operate, can be substantially reduced the cost dragging for slag by bored concrete pile.
Description
Technical field
This utility model relates to Underwater pile construction apparatus field, particularly relates to a kind of underwater cast-in-place pile and drags for slag drill bit.
Background technology
At present in the Underwater pile construction technique of building field, generally use impact brill, rotary drilling rig or long spiral shell
Rotary drill machine pore-forming technique, when running into containing pebble layer in pore forming process, the single or fraction cobble randomly generated due to
Volume is relatively big, heavier-weight, and is usually in the state at the bottom of floating hole, if taking no action to take out, certainly will affect pile body matter
Amount, jeopardizes building and personal security.At present in the above case said for slag bodies such as large volume of cobble, block stones, generally use
Frogman dives under water and takes out in access aperture, this processing mode its to there is potential safety hazard big, drag for slag cumbersome, and high in cost of production asked
Topic.
Utility model content
This utility model solves the technical problem that and is: existing bored concrete pile exists potential safety hazard during dragging for slag big, drags for slag
Cumbersome, and high in cost of production problem.
This utility model solves the technical scheme is that underwater cast-in-place pile of its technical problem and drags for slag drill bit, including boring
Headgear body, described drill bit body is hollow structure, is provided with many in the inside of drill bit body hollow and drags for slag tooth bar, described in drag for slag tooth
One end of bar is connected with the inwall of drill bit body, and unsettled and towards drill bit body the central area of its other end extends.
Further: the axial upper end of drill bit body is provided with union joint, is provided with brill tooth in lower end.
Further: described in drag for slag tooth bar the inwall of one end and drill bit body be connected, its other end is towards drill sleeve
The central area of body and the extension towards the bending of union joint direction.
Further: described in drag for slag tooth bar and be provided with at least one of which in the axial direction of drill bit body, be positioned on same layer
Drag for the circumferentially-spaced distribution along drill bit body of the slag tooth bar.
Further: described in drag for slag tooth bar be steel wire rope, one end of steel wire rope is welded to connect with the inwall of drill bit body.
Further: be cased with a banding part respectively at the two ends of steel wire rope.
Further: described banding part is nut, and nut is welded to connect with steel wire rope, with drill sleeve on steel wire rope
One end that the inwall of body connects is welded to connect by the inwall of the nut of this end with drill bit body.
The beneficial effects of the utility model are: by using underwater cast-in-place pile described in the utility model to drag for slag drill bit, can
The cobble of large volume, block stone etc. are collected and drags for above slag tooth bar in drill sleeve body, and when rising drill bit, along with drill bit one
Rise and take out, thus manually drag for slag without using, and simple in construction of the present utility model, fishing juice effect are good, efficiency is high, safety
High and simple to operate, the cost dragging for slag by bored concrete pile can be substantially reduced.
Accompanying drawing explanation
Fig. 1 is the 3-D view that underwater cast-in-place pile described in the utility model drags for slag drill bit;
Fig. 2 is the front view that underwater cast-in-place pile described in the utility model drags for slag drill bit;
Fig. 3 is the bottom view of Fig. 2;
Fig. 4 is the 3-D view of A-A cross-sectional views in Fig. 3;
Fig. 5 is the single 3-D view dragging for slag tooth bar;
Figure is labeled as: drill bit body 1, drag for slag tooth bar 2, union joint 3, bore tooth 4, banding part 5.
Detailed description of the invention
With detailed description of the invention, this utility model is further illustrated below in conjunction with the accompanying drawings.
As shown in Fig. 1 to Fig. 5, underwater cast-in-place pile described in the utility model drags for slag drill bit, including drill bit body 1, institute
State drill bit body 1 for hollow structure, be provided with many in the inside of drill bit body 1 hollow and drag for slag tooth bar 2, described in drag for slag tooth bar 2
One end is connected with the inwall of drill bit body 1, and unsettled and towards drill bit body 1 the central area of its other end extends.This practicality is new
Drill bit body 1 in type can be used directly existing drill sleeve, arranges the most therein and drags for slag tooth bar 2 accordingly.
General, it is provided with union joint 3 in the upper end that drill bit body 1 is axial, is provided with brill tooth 4 in lower end.Wherein, tooth 4 is bored
Structure can be various forms, and its effect is primary is for creeping into.This utility model in use, by by union joint 3 and phase
The drive end of the rig answered connects, and makes brill tooth 4 creep into downward.Wherein, when creeping into, drag for slag tooth owing to being provided with
Bar 2, therefore when having bigger cobble, block stone, this cobble or stone etc. will squeeze through to be positioned at after dragging for slag tooth bar 2 and drag for slag tooth bar 2
In the drill bit body 1 of top, when the most later drill bit being risen, can be by dragging for slag tooth bar 2 by corresponding cobble, stone etc.
And pick up, to reach to drag for the purpose of slag.
Wherein, as it has been described above, the effect dragging for slag tooth bar 2 is for dragging for slag, it is however generally that, for the ease of when creeping into, greatly
Can squeeze through when the cobble of volume, block stone and drag for slag tooth bar 2, the most preferably dragging for slag tooth bar 2 is the bar with certain toughness or elasticity
Shape or thin column structure, such as, can be selected for steel wire rope.And when arranging, every is dragged for slag tooth bar 2 and can have certain bending, and
And its bending direction is preferably directed towards the side of union joint 3, specifically can refer to shown in accompanying drawing 4, the benefit so arranged, on the one hand
Beneficially when creeping into, the slag body such as cobble, block stone squeezes through and drags for slag tooth bar 2, is the most also beneficial to, when rising drill bit, drag for slag tooth bar 2
Can preferably pick up slag body.
Certainly, for the above-mentioned particular number dragging for slag tooth bar 2 it is not strictly necessary that, specifically can be according to practical situation
Fixed.In theory, at identical conditions, the quantity dragging for slag tooth bar 2 of setting is the most, and drag for spacing between slag tooth bar 2 with
And tooth bar size is the least, then the volume of the slag body that can pick up is the least, otherwise the volume of the slag body that can pick up is the biggest.It addition, also
Can be provided with one layer or multilamellar in the axial direction of drill bit body 1 drags for slag tooth bar 2, as shown in Figure 4 for be provided with one layer
Drag for the situation of slag tooth bar 2;Certainly drag for slag tooth bar 2 also can arrange the most in the shape of a spiral.Certainly, be positioned on same layer drags for slag
Tooth bar 2 should be provided with many, and many are dragged for the slag tooth bar 2 circumferentially-spaced distribution along drill bit body 1.General, many are dragged for
The size of slag tooth bar 2, length, degree of crook etc. may be configured as different or identical structures, is wherein preferably arranged to identical
Structure.
It addition, at above-mentioned employing steel wire rope as when dragging for slag tooth bar 2, its one end can be welded direct to drill bit body 1
On inwall, allow its other end the most unsettled simultaneously.Furthermore, it is contemplated that steel wire rope is typically mutually twined by the seizing wire that multiply is thinner
Around forming, in order to avoid its generation is loose, the most also a banding part 5 can be cased with respectively at the two ends of steel wire rope, banding part 5
Effect is the end for banding steel wire rope, it is to avoid it is loose.Concrete, can be selected for the nut conduct that size is adaptive with steel wire rope
Banding part 5;Also by welding manner, nut is welded with steel wire rope simultaneously.Certainly, when being provided with banding part 5, as arranged
When having nut, can realize the one of steel wire rope by the nut of wherein one end being welded direct on the inwall of drill bit body 1
End is connected on the inwall of drill bit body 1.
Claims (7)
1. underwater cast-in-place pile drags for slag drill bit, and including drill bit body (1), described drill bit body (1) is hollow structure, and its feature exists
In: be provided with many in the inside of drill bit body (1) hollow and drag for slag tooth bar (2), described in drag for one end of slag tooth bar (2) and drill bit body
(1) inwall connects, and unsettled and towards drill bit body (1) the central area of its other end extends.
2. underwater cast-in-place pile as claimed in claim 1 drags for slag drill bit, it is characterised in that: the axial upper end of drill bit body (1) sets
There is union joint (3), be provided with brill tooth (4) in lower end.
3. underwater cast-in-place pile as claimed in claim 2 drags for slag drill bit, it is characterised in that drag for described in: one end of slag tooth bar (2) with
The inwall of drill bit body (1) connects, and its other end is towards the central area of drill bit body (1) and towards union joint (3) direction
The extension of bending.
4. underwater cast-in-place pile as claimed in claim 1 drags for slag drill bit, it is characterised in that drag for slag tooth bar (2) described in: at drill sleeve
Being provided with at least one of which in the axial direction of body (1), be positioned on same layer drags for circumferentially-spaced along drill bit body (1) of slag tooth bar (2)
Distribution.
5. the underwater cast-in-place pile as according to any one of Claims 1-4 drags for slag drill bit, it is characterised in that drag for slag tooth bar described in:
(2) being steel wire rope, one end of steel wire rope is welded to connect with the inwall of drill bit body (1).
6. underwater cast-in-place pile as claimed in claim 5 drags for slag drill bit, it is characterised in that: it is cased with one respectively at the two ends of steel wire rope
Banding part (5).
7. underwater cast-in-place pile as claimed in claim 6 drags for slag drill bit, it is characterised in that: described banding part (5) is nut, and
Nut is welded to connect with steel wire rope, and one end that on steel wire rope, inwall with drill bit body (1) is connected is by the nut of this end and brill
The inwall of headgear body (1) is welded to connect.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620556723.4U CN205823216U (en) | 2016-06-07 | 2016-06-07 | Underwater cast-in-place pile drags for slag drill bit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620556723.4U CN205823216U (en) | 2016-06-07 | 2016-06-07 | Underwater cast-in-place pile drags for slag drill bit |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205823216U true CN205823216U (en) | 2016-12-21 |
Family
ID=57569213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620556723.4U Expired - Fee Related CN205823216U (en) | 2016-06-07 | 2016-06-07 | Underwater cast-in-place pile drags for slag drill bit |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205823216U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265719A (en) * | 2017-12-28 | 2018-07-10 | 上海建工二建集团有限公司 | Underwater gravel cleaning device and installation method thereof |
CN110424915A (en) * | 2018-03-26 | 2019-11-08 | 中交路桥北方工程有限公司 | Circulation drilling machine draws slag cylinder |
CN110984894A (en) * | 2019-12-25 | 2020-04-10 | 中南大学 | Guide rod loose-leaf clamping self-locking type cutting tooth coring drill barrel |
-
2016
- 2016-06-07 CN CN201620556723.4U patent/CN205823216U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265719A (en) * | 2017-12-28 | 2018-07-10 | 上海建工二建集团有限公司 | Underwater gravel cleaning device and installation method thereof |
CN110424915A (en) * | 2018-03-26 | 2019-11-08 | 中交路桥北方工程有限公司 | Circulation drilling machine draws slag cylinder |
CN110424915B (en) * | 2018-03-26 | 2021-06-29 | 中交路桥北方工程有限公司 | Slag removing cylinder of circulating drilling machine |
CN110984894A (en) * | 2019-12-25 | 2020-04-10 | 中南大学 | Guide rod loose-leaf clamping self-locking type cutting tooth coring drill barrel |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205823216U (en) | Underwater cast-in-place pile drags for slag drill bit | |
CN103132506B (en) | Bored pile double-deck Reinforced Hoop reinforcing cage processing and fabricating method | |
CN104234628A (en) | Geological exploration reamer | |
CN105297732B (en) | Slagging promoting device for ultra-thick clay layer positive-cycle cast-in-place pile and construction method of slagging promoting device | |
CN205576912U (en) | Anchor rope shears | |
CN104047561A (en) | Rope coring and off-axis deviation-preventing way-type drilling unit | |
CN102168444B (en) | Four-tool-arm slotting machine | |
CN201474618U (en) | Multistage alloy leading roller bit | |
CN103410145A (en) | Disposable anchor cable bit and construction method thereof | |
CN204851140U (en) | A section of thick bamboo is salvaged in spiral components of a whole that can function independently | |
CN203669758U (en) | PDC drill bit capable of drilling into medium hard plasticity stratum quickly | |
CN206190218U (en) | Deep hole rock drill bit | |
CN201771458U (en) | Apparatus for expanding well and salvaging | |
CN202970516U (en) | Drill rod for rotary drilling rig and rotary drilling rig | |
CN206000499U (en) | Composite cushioned drill bit | |
CN207348055U (en) | A kind of casing external member for Bridge Pile Foundation Construction | |
CN103894803B (en) | A kind of preparation method of spiral type stirring earth formula drilling tool | |
CN201794524U (en) | Anti-ice waterproof casing combined structure | |
CN206129168U (en) | Trepanning tool of prefabricated sandwich insulation wall body | |
CN204371176U (en) | Combined type spiral milling cone | |
CN205277306U (en) | Modified high pressure is washed by water and is cut a hole mud drill bit | |
CN206319342U (en) | Cut-pff wall special groove section joint brushing device | |
CN205400773U (en) | Protecting against shock power prestressed anchorage cable | |
CN105696597B (en) | Soil cleaning drill for spirally cleaning soil in pile hole of tubular pile and construction method thereof | |
CN108453326A (en) | A kind of reducing screw cutter |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
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: 20161221 Termination date: 20210607 |