CN106677185A - Quick cleaning device for boulders in cast-in-place pile and construction process thereof - Google Patents
Quick cleaning device for boulders in cast-in-place pile and construction process thereof Download PDFInfo
- Publication number
- CN106677185A CN106677185A CN201611159386.6A CN201611159386A CN106677185A CN 106677185 A CN106677185 A CN 106677185A CN 201611159386 A CN201611159386 A CN 201611159386A CN 106677185 A CN106677185 A CN 106677185A
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- steel wire
- drilling pipe
- cleaning device
- drilling
- concrete pile
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/08—Removing obstacles
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a quick cleaning device for boulders in a cast-in-place pile. The quick cleaning device comprises a drilling cylinder and steel wire comb teeth, a top plate is arranged on the upper portion of the drilling cylinder, a second flange is connected in the middle of the top plate, the middle of the second flange is connected with stress rods, grouting holes are formed in the middle of the stress rods, the upper portions of the stress rods are connected with drilling rods through a first flange, and the lower portions of the stress rods extend downwards to the interior of the drilling cylinder. Rib plates are arranged between the side face of the top plate and the inner wall of the drilling cylinder, and 4-10 alloy drilling heads are arranged at the bottom of the drilling cylinder. The steel wire comb teeth are arranged on the lower portion inside the drilling cylinder, the steel wire comb teeth are divided into an upper layer and a lower layer, each layer of steel wire comb teeth is composed of 10-30 steel wire ropes, and stone filling holes are formed between the steel wire comb teeth. According to the quick cleaning device, quick boulder cleaning is achieved, significant effects are achieved particularly on the boulders with small volumes and numbers, manufacturing cost is low, and operation is easy. The drilling cylinder needs to be replaced instead of a drilling machine when used, so that compared with a punching piling machine, pore forming efficiency is greatly improved, the construction period is shortened, efficiency is improved, and practicability is strong.
Description
Technical field
The invention belongs to poured pile base technical field in architectural engineering, and in particular to bored concrete pile boulder rapid cleaning device and
Its construction technology.
Background technology
During the Wharf Construction of riverside, access bridge root need arrange several bent foundations, access bridge perpendicular to embankment simultaneously
Drop-over, in the range of embankment along the Yangtze dumped rocks protecting foundation, riprap layer thickness is filled about in 5m or so for access bridge part bored concrete pile region
Note stake stake is long from 40-54m, is both needed to penetrate existing embankment riprap layer during drilling construction, before bored concrete pile putting up platform waterborne, makes
Construction of removing obstacles is carried out to the jackstone of grout pile position near zone with grab bucket dredger, depth of removing obstacles is more than 5m, jackstone
Remove obstacles and use DZ60 vibration hammer sinking steel φ 1300mm casings after construction, sinking steel protecting canister construction is smooth, all steel pile castings under
Sink to position.
But on the water putting up platform is completed, convolution rig starts to find still have at the bored concrete pile hole position of part during drilling construction
Boulder is present, depth 10m or so about under mud face, size about 50cm or so, and common GPS type convolution rig cannot be penetrated or broken
Broken boulder, need to adopt additive method drilling and forming hole, and in this case, conventional use of is punching piling machine pore-forming, and punching is beaten
Stake machine is to lift block stamp to eminence using hoist engine, then block stamp is reached boulder by boulder in freely falling body impact opening
The purpose to hole wall is extruded after broken, rotary drill machine machine is gained again after huge stone handling is finished and is continued to creep into.
But do not consider that punching is beaten at the beginning of being bored concrete pile waterborne, bored concrete pile Platform Designing waterborne due to engineering bored concrete pile major part
Stake machine load, if so using punching pile driving equipment, needing to carry out existing bored concrete pile platform consolidation process, needs expend a large amount of
Manually, material cost and duration need to lengthen, using convolution rig in the case of affecting without boulder, the pore-forming time is about 20 to bored concrete pile
Hour or so, if meeting be about 70 hours or so using the punching piling machine pore-forming time after boulder, single stake pore-forming is beaten using punching
Stake machine rubble need to increase the process time of 50 hours, not meet the construction period of engineering, also considerably increase cost of labor and set
Standby lease expenses.So being badly in need of finding a kind of new boulder liquidating plan.
The content of the invention
To solve the above problems, the invention discloses bored concrete pile boulder rapid cleaning device, rational in infrastructure, it is easy to use,
Without using piling machine, short time limit, low cost is practical.
To reach above-mentioned purpose, technical scheme is as follows：
Bored concrete pile boulder rapid cleaning device, it is characterised in that：Including drilling pipe and steel wire comb, the drilling pipe is both ends open
Cylindrical structural, drilling pipe top is provided with adpting flange two in the middle of top board, top board, and connection force rod, described in the middle of the flange two
Grout hole is provided with the middle of force rod, force rod top is down extended in drilling pipe by the jointed rod of flange one, force rod lower section
Portion, is provided with floor between top board side and drilling pipe inwall, drilling pipe bottom is provided with 4-10 alloy bit, and the steel wire comb sets
The lower section inside drilling pipe is put, steel wire comb is divided into upper and lower two-layer, and every layer of steel wire comb is made up of 10-30 root steel wire ropes, owned
Steel wire rope afterbody is uniformly arranged on drilling pipe inwall, and the head of steel wire rope is directed at drilling pipe axis, and rope capacity is less than drilling pipe
Radius, steel wire comb intermediate formation dress stone hole.
Used as a modification of the present invention, the alloy bit of the drilling pipe bottom is highly 3cm.
Used as a modification of the present invention, the every wirerope diameter is 32mm.
Used as a modification of the present invention, the top board crosses anchor bolts with flange two-way.
Used as a modification of the present invention, the grout hole internal diameter is 180mm.
As a modification of the present invention, a diameter of 150mm in the dress stone hole.
Used as a modification of the present invention, the top board is cydariform.
The construction technology of bored concrete pile boulder rapid cleaning device, comprises the following steps：
（1）It was found that there is stone at priming concrete pile hole bottom, drilling pipe is filled to into former convolution drill bit of drilling machine position, drives drilling rod to allow by mill
Drilling pipe is rotated, 20-30 rev/min of rotating speed；
（2）Convolution rig applies pressure to drilling pipe, and down, the block stone of bottom hole is pressed in drilling pipe drilling pipe after steel wire comb；
（3）Steel wire comb has blocked stone toward falling when carrying brill, so as to serve from bottom hole the effect for drawing stone.
The invention has the beneficial effects as follows：
Bored concrete pile boulder rapid cleaning device of the present invention, can quickly clear up boulder, especially few to small volume, quantity
Boulder has significant effect, grabs stone quickly effectively, and its device fabrication low cost, easy to operate, is not required to more during due to using
Change rig, it is only necessary to change drilling pipe, compared with punching piling machine pore-forming efficiency is substantially increased, the pore-forming time is about 30 hours left sides
The right side, compared with the punching piling machine pore-forming time about 40 hours are shortened, and the duration shortens, and efficiency is improved, practical.
During construction, drilling pipe rotation is down pressed into the stone at priming concrete pile hole bottom after steel wire comb in drilling pipe, due to
Drilling pipe constantly rotates, and stone can disperse to be attached on inwall under the influence of centrifugal force in press-in drilling pipe, will not all be flocked on dress
At stone hole, therefore stone has entered just out to play a part of quickly to clear up stone.
Description of the drawings
Fig. 1 is the alien invasion figure of the present invention.
Fig. 2 is the sectional view of the present invention.
Fig. 3 is the top view of the present invention.
Fig. 4 is steel wire comb plane graph of the present invention.
Fig. 5 Fig. 6 is schematic diagram before and after drilling pipe of the present invention cleaning stone.
Fig. 7-10 is working condition schematic diagram of the present invention.
Reference numerals list：
1st, drilling pipe, 2, steel wire comb, 3, top board, 4, flange two, 5, force rod, 6, flange one, 7, floor, 8, alloy bit, 9,
Steel wire rope, 10, dress stone hole, 11, crab-bolt, 12, grout hole.
Specific embodiment
With reference to the accompanying drawings and detailed description, the present invention is further elucidated, it should be understood that following specific embodiments are only
For illustrating the present invention rather than limiting the scope of the present invention.It should be noted that word " front " following used in description,
" afterwards ", "left", "right", "up" and "down" refer to the direction in accompanying drawing, and word " interior " and " outward " refer respectively to direction or remote
From the direction of particular elements geometric center.
As illustrated, bored concrete pile boulder rapid cleaning device of the present invention, including drilling pipe 1 and steel wire comb 2, it is described
Drilling pipe 1 is the cylindrical structural of both ends open, and adpting flange 24 in the middle of top board 3, top board, the flange two are provided with above drilling pipe 1
Connection force rod 5 in the middle of 4, is provided with grout hole 12 in the middle of the force rod 5, the top of force rod 5 passes through the jointed rod of flange 1,
The lower section of force rod 5 is down extended to inside drilling pipe 1, and floor 7 is provided between the side of top board 3 and the inwall of drilling pipe 1, and the bottom of drilling pipe 1 sets
4-10 alloy bit 8 is equipped with, the steel wire comb is arranged on the lower section inside drilling pipe, and 2 points of steel wire comb is upper and lower two-layer, often
Layer steel wire comb 2 is made up of 10-30 root steel wire ropes, and the afterbody of all steel wire ropes 9 is uniformly arranged on drilling pipe inwall, the steel wire rope
9 heads are directed at drilling pipe axis, and the length of steel wire rope 9 is less than the radius of drilling pipe 1, the intermediate formation of steel wire comb 2 dress stone hole 10.
Bored concrete pile boulder rapid cleaning device of the present invention, a diameter of 1.2m of drilling pipe 1, high 1.2m, using δ 16mm
Steel plate is processed, and bottom is disposed with 6 high alloy bits of 3cm, for crushing larger block stone, the sidewall weld of drilling pipe 1
There is the steel wire rope comb of φ 32 that two-layer amounts to 38 long 0.5m, one block of δ 35mm steel plate of welded top is logical with drilling rod as top board
Flange connection fastening is crossed, drilling rod and drilling pipe are connected as into entirety, floor 7 plays a part of reinforcement, it is ensured that drilling pipe is in work
Do not fall apart, increase the service life；Drilling pipe is filled to former convolution drill bit of drilling machine position by ring flange during work, and by mill drilling rod is driven
So as to allow drilling pipe to rotate rotary digging, convolution rig applies pressure to drilling equipment, and the boulder of bottom hole is pressed into drilling pipe 1 from dress stone hole 10
Interior, steel wire comb has blocked boulder toward falling when brill is carried, so as to serve from bottom hole the effect for drawing stone.
For example：The all access bridge root bent foundations of engineering amount to 1200 bored concrete piles of Φ 64, have in totally 36 priming concrete pile holes
Stone, 28 bored concrete piles employ rapid cleaning device of the present invention, and 8 bored concrete piles cannot be successful in rapid cleaning device
In the case of taking out block stone, punching piling machine rubble pore-forming is taken in selection, using the main cause of punching piling machine rubble scheme
It is that block stone is excessive or scope extensively causes rapid cleaning device to take out block stone, the boulder that rapid cleaning device takes out excessively in hole
Size major part about 50cm square, weight in 50kg or so, on a large scale block stone layer or block stone size are big more than 80cm, weight
It is not notable in the boulder effect of 75kg, therefore in this construction, have 8 pouring pile holes to run into block stone layer or bulk when constructing
Stone, using punching piling machine rubble pore-forming.
This time engineering access bridge is accumulative to use rapid cleaning device using boulder in rapid cleaning device cleaning priming concrete pile hole
Carry out boulder successful bored concrete pile of removing obstacles and have 28, single stake is about 20 hours using the average pore-forming time, punching piling machine
Pore-forming time average is 70 hours, and single pile section about 2.08 days durations, 28 piles save 58.3 days durations, refer to following table：
Top board of the present invention 3 is connected with flange 24 by crab-bolt 11, and stable connection is safe and reliable.
The internal diameter of grout hole of the present invention 12 is 180mm, and grouting is convenient rapid.
Top board of the present invention 3 is cydariform, and there is gap on both sides, supplement drilling pipe internal and external pressure balance.
Bored concrete pile boulder rapid cleaning device of the present invention, can quickly clear up boulder, fill a diameter of of stone hole 10
150mm, especially few to small volume, quantity boulder has significant effect, grabs stone quickly effectively, and its device fabrication cost
It is low, it is easy to operate, it is not required to change rig during due to using, it is only necessary to change drilling pipe, substantially increase into compared with punching piling machine
Hole efficiency, the pore-forming time is about 20 hours or so, and compared with the punching piling machine pore-forming time about 50 hours are shortened, and the duration shortens, efficiency
Improve, it is practical.
Technological means disclosed in the present invention program are not limited only to the technological means disclosed in above-mentioned embodiment, also include
The technical scheme being made up of above technical characteristic combination in any.
Claims (8)
1. bored concrete pile boulder rapid cleaning device, it is characterised in that：Including drilling pipe and steel wire comb, the drilling pipe is both ends open
Cylindrical structural, drilling pipe top is provided with top board, adpting flange two in the middle of top board, connection force rod, institute in the middle of the flange two
State and be provided with the middle of force rod grout hole, force rod top down extends to drilling pipe by the jointed rod of flange one, force rod lower section
Inside, is provided with floor between top board side and drilling pipe inwall, drilling pipe bottom is provided with 4-10 alloy bit, the steel wire comb
The lower section being arranged on inside drilling pipe, steel wire comb is divided into upper and lower two-layer, and every layer of steel wire comb is made up of 10-30 root steel wire ropes, institute
There is steel wire rope afterbody to be uniformly arranged on drilling pipe inwall, the head of steel wire rope is directed at drilling pipe axis, and rope capacity is less than brill
Cylinder radius, steel wire comb intermediate formation dress stone hole.
2. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：The alloy of the drilling pipe bottom
Crown height is 3cm.
3. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：The every wirerope diameter
For 32mm.
4. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：The top board and flange two-way
Cross anchor bolts.
5. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：The grout hole internal diameter is
180mm。
6. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：It is described to fill a diameter of of stone hole
150mm。
7. bored concrete pile boulder rapid cleaning device according to claim 1, it is characterised in that：The top board is cydariform.
8. the construction technology of bored concrete pile boulder rapid cleaning device, it is characterised in that：Comprise the following steps：
（1）It was found that there is stone at priming concrete pile hole bottom, drilling pipe is filled to into former convolution drill bit of drilling machine position, drives drilling rod to allow by mill
Drilling pipe is rotated, 20-30 rev/min of rotating speed；
（2）Convolution rig applies pressure to drilling pipe, and down, the block stone of bottom hole is pressed in drilling pipe drilling pipe after steel wire comb；
（3）Steel wire comb has blocked stone toward falling when carrying brill, so as to serve from bottom hole the effect for drawing stone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611159386.6A CN106677185A (en) | 2017-03-30 | 2017-03-30 | Quick cleaning device for boulders in cast-in-place pile and construction process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611159386.6A CN106677185A (en) | 2017-03-30 | 2017-03-30 | Quick cleaning device for boulders in cast-in-place pile and construction process thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106677185A true CN106677185A (en) | 2017-05-17 |
Family
ID=58869035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611159386.6A Pending CN106677185A (en) | 2017-03-30 | 2017-03-30 | Quick cleaning device for boulders in cast-in-place pile and construction process thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106677185A (en) |
Cited By (7)
| 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 |
| CN108661583A (en) * | 2018-03-26 | 2018-10-16 | 中交路桥北方工程有限公司 | Circulation drilling machine draws slag cylinder |
| CN108716218A (en) * | 2018-07-11 | 2018-10-30 | 广西建工集团第建筑工程有限责任公司 | A kind of fishing device of punching drilling machine pile monkey |
| CN110094168A (en) * | 2019-04-20 | 2019-08-06 | 中国二十冶集团有限公司 | The processing unit and its application method of cast-in-situ bored pile stone |
| CN110344416A (en) * | 2019-06-24 | 2019-10-18 | 苏州建设（集团）有限责任公司 | A kind of construction technology of major diameter foundation pit enclosure stake |
| CN110863492A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Method for treating large-particle-size rock blocks in hydraulic full-casing rotary pile digging construction |
| CN111720051A (en) * | 2020-06-28 | 2020-09-29 | 浙大城市学院 | Construction method of bored pile for complex inclined rock and boulder geology |
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| CN105804656A (en) * | 2016-04-28 | 2016-07-27 | 安徽省路港工程有限责任公司 | Drilling massive boulder lifting cylindrical drill |
| CN206667256U (en) * | 2017-03-30 | 2017-11-24 | 中交第三航务工程局有限公司南京分公司 | Bored concrete pile boulder rapid cleaning device |
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Cited By (11)
| 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 |
| CN108661583A (en) * | 2018-03-26 | 2018-10-16 | 中交路桥北方工程有限公司 | Circulation drilling machine draws slag cylinder |
| CN108661583B (en) * | 2018-03-26 | 2019-07-23 | 中交路桥北方工程有限公司 | Circulation drilling machine draws slag cylinder |
| CN108716218A (en) * | 2018-07-11 | 2018-10-30 | 广西建工集团第建筑工程有限责任公司 | A kind of fishing device of punching drilling machine pile monkey |
| CN110094168A (en) * | 2019-04-20 | 2019-08-06 | 中国二十冶集团有限公司 | The processing unit and its application method of cast-in-situ bored pile stone |
| CN110094168B (en) * | 2019-04-20 | 2021-08-13 | 中国二十冶集团有限公司 | Treatment device for rock blocks of cast-in-situ bored pile and application method of treatment device |
| CN110344416A (en) * | 2019-06-24 | 2019-10-18 | 苏州建设（集团）有限责任公司 | A kind of construction technology of major diameter foundation pit enclosure stake |
| CN110344416B (en) * | 2019-06-24 | 2020-12-08 | 苏州建设（集团）有限责任公司 | Construction process of large-diameter foundation pit fender post |
| CN110863492A (en) * | 2019-11-25 | 2020-03-06 | 上海市基础工程集团有限公司 | Method for treating large-particle-size rock blocks in hydraulic full-casing rotary pile digging construction |
| CN111720051A (en) * | 2020-06-28 | 2020-09-29 | 浙大城市学院 | Construction method of bored pile for complex inclined rock and boulder geology |
| CN111720051B (en) * | 2020-06-28 | 2021-07-27 | 浙大城市学院 | Construction method of bored pile for complex inclined rock and boulder geology |
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Application publication date: 20170517 |
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