CN108952612A - A kind of artificial digging pile quickly enters rock drilling construction method - Google Patents
A kind of artificial digging pile quickly enters rock drilling construction method Download PDFInfo
- Publication number
- CN108952612A CN108952612A CN201810616179.1A CN201810616179A CN108952612A CN 108952612 A CN108952612 A CN 108952612A CN 201810616179 A CN201810616179 A CN 201810616179A CN 108952612 A CN108952612 A CN 108952612A
- Authority
- CN
- China
- Prior art keywords
- stake holes
- core
- construction
- drilling
- drilling machine
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B25/00—Apparatus for obtaining or removing undisturbed cores, e.g. core barrels, core extractors
- E21B25/10—Formed core retaining or severing means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B25/00—Apparatus for obtaining or removing undisturbed cores, e.g. core barrels, core extractors
- E21B25/005—Above ground means for handling the core, e.g. for extracting the core from the core barrel
Abstract
The present invention relates to the realm of building construction, specifically a kind of artificial digging pile quickly enters rock drilling construction method；It is characterized in that: including setting up bracket；Arrange drilling machine coring point；Drill through stake holes periphery rock；Stake holes core perforating hydraulic buckling lashing；It is punched on two valve stake cores of division, is inserted into hydraulic splitting splitter, divided core, so repeatedly 2 ~ 3 times, core is resolved into the fritter that can be carried and is transported to specified cinder field；Step is repeated until pore-forming extremely design stake holes depth.This construction method is without friction in entire work progress, without impact, small without dust, noise, have the characteristics that speed of application is fast, hole quality is controllable, construction pollution is small, the construction difficult problem of artificial digging pile stake holes under very good solution rock foundation.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of artificial digging pile quickly enters rock drilling construction method.
Background technique
Bored concrete pile operation is at present based on mechanical hole building, but due to by construction technology, field condition, engineering geology and pile
Section limitation, especially the large-diameter circular stake under the rock foundation of mountain area and rectangular pile, manually digging hole filling pile are still widely applied
In engineering practice.
Enter the key link that rock stake pile hole construction is construction of manual-excavation cast-in-place pile, its construction to manually digging hole filling pile
Progress, quality, cost have conclusive influence.Currently, the artificial digging pile pore-forming under rock foundation, mainly takes pneumatic pick broken
Broken, static blasting, pneumatic pick be broken+arrangement and method for construction of static blasting, worker's operating environment dust weight, construction speed is slow, and deposits
In certain mass defect and security risk.
Summary of the invention
It is an object of the invention to overcome drawbacks described above, provide that a kind of construction quality is stable and the not no people of security risk
Work caisson quickly enters rock drilling construction method.
In order to achieve the above object, the present invention is implemented as follows:
A kind of artificial digging pile quickly enters rock drilling construction method, including
Step 1 sets up bracket: construction bracket is formed using common steel tube scaffold building, is slagged tap and is hung as in work progress
Mechanical support in discharge hole, after the completion of bracket is set up, fixes core-drilling machine on bracket, powers on, and normal work is arrived in debugging
Make state；
Step 2 is drilled one week using boring and coring in stake holes outer ring along stake holes surrounding, forms isolated groove；Preparation is whole
After the completion, drilling machine coring point is arranged, the stake holes inner wall labelled in arranges that drilling machine coring point, coring point arrange number=stake holes
Perimeter/coring bit diameter；
Step 3 drills through stake holes periphery rock: drilling down to one section of stake holes core with drilling machine in each coring point, drilling machine operated
Drill bit of drilling machine is cooled down by cooling water flow in journey, after the completion of drilling, the core drilled through is taken out completely, makes stake holes in
Between rock mass formed one with the distinct stake holes core of stake holes inner wall；
Step 4, the outward transport of hole core: drilling machine construction carries out on one side, transports outward on one side to the core tissue of taking-up, and core outward transport, which uses, hangs
Bucket transports stake holes with hoist engine lifting suspension bucket；
Step 5, stake holes core perforating hydraulic buckling lashing: after the completion of all drilled hole and coring construction, to having divided in stake holes
From core be crushed；Core rock is broken to use drilling machine perforating first, and bit diameter 50mm is punched apart from stake holes edge 50cm
Left and right, hole pitch of holes also after the completion of 50cm or so, drilling, insert in the hole the splitter of hydraulic splitting machine, start hydraulic pump,
Stake holes inner cores will be along drilling cracking at two valves；
Step 6, continuation are punched on two valve stake cores of division, are inserted into hydraulic splitting splitter, divide core, so repeatedly 2 ~ 3
It is secondary, core is resolved into the fritter that can be carried；
Step 7 after breaking disconnected core using tools such as ripping bars, takes out division sillar and slags tap；Rock is held as container using well-bucket
Fragment is hung out outside hole by hanger with hoist engine, is transported to specified cinder field by transport vehicle is secondary；Stone clears clean rear continuation
The boring and coring of next round is crushed outward transport construction, until pore-forming extremely design stake holes depth.
The construction machinery less important work common using construction site of this construction method, improves the effect into rock stake pile hole construction
Rate, to reach the purpose for accelerating construction progress and improving operating environment.This construction method is without friction in entire work progress, without punching
It hits, is small without dust, noise, have the characteristics that speed of application is fast, hole quality is controllable, construction pollution is small, very good solution rock
The construction difficult problem of artificial digging pile stake holes under stone ground.
Detailed description of the invention
Fig. 1 is schematic three dimensional views after carrying out continuous drilling coring along stake holes surrounding.
Fig. 2 is the schematic three dimensional views that drill on stake holes core.
Fig. 3 is schematic three dimensional views of the stake holes core after hydraulic splitting.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1, Figure 2 and Figure 3,
A kind of artificial digging pile quickly enters rock drilling construction method, including
Step 1 sets up bracket: construction bracket is formed using common steel tube scaffold building, is slagged tap and is hung as in work progress
Mechanical support in discharge hole, after the completion of bracket is set up, fixes core-drilling machine on bracket, powers on, and normal work is arrived in debugging
Make state；
Step 2 is drilled one week using boring and coring in stake holes outer ring along stake holes surrounding, forms isolated groove；Preparation is whole
After the completion, drilling machine coring point is arranged, the stake holes inner wall labelled in arranges that drilling machine coring point, coring point arrange number=stake holes
Perimeter/coring bit diameter；
Step 3 drills through stake holes periphery rock: drilling down to one section of stake holes core with drilling machine in each coring point, drilling machine operated
Drill bit of drilling machine is cooled down by cooling water flow in journey, after the completion of drilling, the core drilled through is taken out completely, makes stake holes in
Between rock mass formed one with the distinct stake holes core of stake holes inner wall；
Step 4, the outward transport of hole core: drilling machine construction carries out on one side, transports outward on one side to the core tissue of taking-up, and core outward transport, which uses, hangs
Bucket transports stake holes with hoist engine lifting suspension bucket；
Step 5, stake holes core perforating hydraulic buckling lashing: after the completion of all drilled hole and coring construction, to having divided in stake holes
From core be crushed；Core rock is broken to use drilling machine perforating first, and bit diameter 50mm is punched apart from stake holes edge 50cm
Left and right, hole pitch of holes also after the completion of 50cm or so, drilling, insert in the hole the splitter of hydraulic splitting machine, start hydraulic pump,
Stake holes inner cores will be along drilling cracking at two valves；
Step 6, continuation are punched on two valve stake cores of division, are inserted into hydraulic splitting splitter, divide core, so repeatedly 2 ~ 3
It is secondary, core is resolved into the fritter that can be carried；
Step 7 after breaking disconnected core using tools such as ripping bars, takes out division sillar and slags tap；Rock is held as container using well-bucket
Fragment is hung out outside hole by hanger with hoist engine, is transported to specified cinder field by transport vehicle is secondary；Stone clears clean rear continuation
The boring and coring of next round is crushed outward transport construction, until pore-forming extremely design stake holes depth.
The construction machinery less important work common using construction site of this construction method, improves the effect into rock stake pile hole construction
Rate, to reach the purpose for accelerating construction progress and improving operating environment.This construction method is without friction in entire work progress, without punching
It hits, is small without dust, noise, have the characteristics that speed of application is fast, hole quality is controllable, construction pollution is small, very good solution rock
The construction difficult problem of artificial digging pile stake holes under stone ground.
Claims (1)
1. a kind of artificial digging pile quickly enters rock drilling construction method, it is characterized in that: including
Step 1 sets up bracket: construction bracket is formed using common steel tube scaffold building, is slagged tap and is hung as in work progress
Mechanical support in discharge hole, after the completion of bracket is set up, fixes core-drilling machine on bracket, powers on, and normal work is arrived in debugging
Make state；
Step 2 is drilled one week using boring and coring in stake holes outer ring along stake holes surrounding, forms isolated groove；Preparation is whole
After the completion, drilling machine coring point is arranged, the stake holes inner wall labelled in arranges that drilling machine coring point, coring point arrange number=stake holes
Perimeter/coring bit diameter；
Step 3 drills through stake holes periphery rock: drilling down to one section of stake holes core with drilling machine in each coring point, drilling machine operated
Drill bit of drilling machine is cooled down by cooling water flow in journey, after the completion of drilling, the core drilled through is taken out completely, makes stake holes in
Between rock mass formed one with the distinct stake holes core of stake holes inner wall；
Step 4, the outward transport of hole core: drilling machine construction carries out on one side, transports outward on one side to the core tissue of taking-up, and core outward transport, which uses, hangs
Bucket transports stake holes with hoist engine lifting suspension bucket；
Step 5, stake holes core perforating hydraulic buckling lashing: after the completion of all drilled hole and coring construction, to having divided in stake holes
From core be crushed；Core rock is broken to use drilling machine perforating first, and bit diameter 50mm is punched apart from stake holes edge 50cm
Left and right, hole pitch of holes also after the completion of 50cm or so, drilling, insert in the hole the splitter of hydraulic splitting machine, start hydraulic pump,
Stake holes inner cores will be along drilling cracking at two valves；
Step 6, continuation are punched on two valve stake cores of division, are inserted into hydraulic splitting splitter, divide core, so repeatedly 2 ~ 3
It is secondary, core is resolved into the fritter that can be carried；
Step 7 after breaking disconnected core using tools such as ripping bars, takes out division sillar and slags tap；Rock is held as container using well-bucket
Fragment is hung out outside hole by hanger with hoist engine, is transported to specified cinder field by transport vehicle is secondary；Stone clears clean rear continuation
The boring and coring of next round is crushed outward transport construction, until pore-forming extremely design stake holes depth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810616179.1A CN108952612A (en) | 2018-06-15 | 2018-06-15 | A kind of artificial digging pile quickly enters rock drilling construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810616179.1A CN108952612A (en) | 2018-06-15 | 2018-06-15 | A kind of artificial digging pile quickly enters rock drilling construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108952612A true CN108952612A (en) | 2018-12-07 |
Family
ID=64489121
Family Applications (1)
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| CN201810616179.1A Pending CN108952612A (en) | 2018-06-15 | 2018-06-15 | A kind of artificial digging pile quickly enters rock drilling construction method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2260653C1 (en) * | 2004-12-03 | 2005-09-20 | Открытое акционерное общество "Мостотрест" (ОАО "Мостотрест") | Method for bored and cast-in-place pile forming in ground having silty interlayers |
| JP2010007397A (en) * | 2008-06-28 | 2010-01-14 | 索郎 ▲廣▼▲瀬▼ | Pile head treating method and pile head treating apparatus |
| CN102071683A (en) * | 2011-02-15 | 2011-05-25 | 中交第四公路工程局有限公司 | Water drill dug pile construction method |
| CN104631460A (en) * | 2015-01-15 | 2015-05-20 | 中铁十局集团建筑工程有限公司 | Girdling splitting type integral pile breaking method |
| CN106381868A (en) * | 2016-09-06 | 2017-02-08 | 中交第航务工程局有限公司 | Water abrasive drilling construction method for manual hole digging pile |
| CN107059847A (en) * | 2017-06-20 | 2017-08-18 | 中国华西企业有限公司 | A kind of competent bed water mill bores pouring pile hole structure and its construction from the bottom of one's heart |
-
2018
- 2018-06-15 CN CN201810616179.1A patent/CN108952612A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2260653C1 (en) * | 2004-12-03 | 2005-09-20 | Открытое акционерное общество "Мостотрест" (ОАО "Мостотрест") | Method for bored and cast-in-place pile forming in ground having silty interlayers |
| JP2010007397A (en) * | 2008-06-28 | 2010-01-14 | 索郎 ▲廣▼▲瀬▼ | Pile head treating method and pile head treating apparatus |
| CN102071683A (en) * | 2011-02-15 | 2011-05-25 | 中交第四公路工程局有限公司 | Water drill dug pile construction method |
| CN104631460A (en) * | 2015-01-15 | 2015-05-20 | 中铁十局集团建筑工程有限公司 | Girdling splitting type integral pile breaking method |
| CN106381868A (en) * | 2016-09-06 | 2017-02-08 | 中交第航务工程局有限公司 | Water abrasive drilling construction method for manual hole digging pile |
| CN107059847A (en) * | 2017-06-20 | 2017-08-18 | 中国华西企业有限公司 | A kind of competent bed water mill bores pouring pile hole structure and its construction from the bottom of one's heart |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181207 |
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| RJ01 | Rejection of invention patent application after publication |