CN107642084A - A kind of rectangle stake holes manufacturing process and building mortion - Google Patents
A kind of rectangle stake holes manufacturing process and building mortion Download PDFInfo
- Publication number
- CN107642084A CN107642084A CN201710860657.9A CN201710860657A CN107642084A CN 107642084 A CN107642084 A CN 107642084A CN 201710860657 A CN201710860657 A CN 201710860657A CN 107642084 A CN107642084 A CN 107642084A
- Authority
- CN
- China
- Prior art keywords
- stake holes
- rectangle
- rectangle stake
- cutting machine
- manufacturing process
- 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
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The invention discloses a kind of rectangle stake holes manufacturing process and building mortion, belongs to rectangle stake holes technical field, is designed to solve the problems such as high prior art low construction efficiency, security risk, hole quality difference.Rectangle stake holes manufacturing process of the present invention comprises the following steps:Locating rectangle stake holes at the construction field (site);Spiral digging machine excavates circular stake holes in the range of rectangle stake holes contour line surrounds;Cut each side of the cutter head of cutting machine along rectangle stake holes contour line;The native stone that cutting machine is cut removes from rectangle stake holes.Rectangle stake holes manufacturing process provided by the invention and the building mortion based on this method, constructed using two kinds of equipment of Spiral digging machine and cutting machine, and each side of the cutter head of cutting machine along rectangle stake holes contour line is cut, hole quality is good, working security is good, efficiency of construction is also greatly enhanced, a kind of cutting conveniently method is provided for lithostratigraphy construction, suitable for promoting the use of.
Description
Technical field
The present invention relates to rectangle stake holes technical field, more particularly to a kind of rectangle stake holes manufacturing process and building mortion.
Background technology
Spiral digging machine is mainly used in the construction of cylinder stake holes, when need to excavate rectangle stake holes (including sectional area it is square and
Rectangular stake holes) when, Spiral digging machine is difficult to.Thus, current rectangle stake holes generally use is artificial or manually and Spiral digging machine
With reference to mode excavated, efficiency of construction is low, and security risk is high, and stake holes easily tilts, torsional deformation rate is big, rectangle stake holes
Perpendicularity and flatness be affected by human factors very big, quality is difficult to control, and drilling construction is second-rate, especially in face
During to harder geology such as hard rocks, the difficulty of excavation is bigger, efficiency is lower, quality is worse.
The content of the invention
It is an object of the present invention to propose efficiency of construction height, the measured rectangle stake holes manufacturing process of stake holes matter.
It is another object of the present invention to propose efficiency of construction height, the measured rectangle stake holes building mortion of stake holes matter.
For up to this purpose, on the one hand, the present invention uses following technical scheme:
A kind of rectangle stake holes manufacturing process, it is characterised in that comprise the following steps:
Step A, locating rectangle stake holes at the construction field (site);
Step B, Spiral digging machine excavates circular stake holes in the range of rectangle stake holes contour line surrounds;
Step C, each side of the cutter head of cutting machine along rectangle stake holes contour line is cut;
Step D, the native stone that the cutting machine is cut is removed from the rectangle stake holes.
Further, in the step C, the cutter head of the cutting machine is starting point to the square using the contour line of rectangle stake holes
Cut inside shape stake holes.
Further, in the step C, the native stone in the rectangle stake holes is also carried out piecemeal by the cutter head of the cutting machine
Cutting.
Further, determine by positioner to the cutter head of the cutting machine and/or to the drill bit of the Spiral digging machine
Position.
Further, there is gap between the contour line of the circular stake holes and the contour line of the rectangle stake holes.
Further, the cutter head of the cutting machine is to the square stake holes Slice by slice cutting, the step C and step D
Alternately, until constructing to default rectangular pile hole depth.
Further, in the step D, native stone is removed from the rectangle stake holes by the Spiral digging machine.
Further, in the step C, the cutter head of the cutting machine is cooled down.
Further, the drill bit of the cutter head of the cutting machine and the Spiral digging machine is alternately installed on same root drilling rod.
On the other hand, the present invention uses following technical scheme:
A kind of rectangle stake holes building mortion for being used to realize the rectangle stake holes manufacturing process described in any of the above-described, its feature
It is, including Spiral digging machine, cutting machine and positioner, the cutting machine are at least used to cut along each contour line of rectangle stake holes
Cut, the Spiral digging machine is at least used to excavate circular stake holes in the region that rectangle stake holes surrounds, and the positioner is used for institute
That states in the cutter head of cutting machine and the drill bit of the Spiral digging machine at least one is positioned.
Further, cooling tube is provided with the drilling rod being connected with the cutter head of the cutting machine, the cooling tube is used to supply
Cooling fluid with the cutter head to the cutting machine by being cooled down.
Beneficial effects of the present invention are as follows:
The rectangle stake holes manufacturing process and building mortion that the present embodiment provides, are applied using two kinds of equipment of Spiral digging machine and cutting machine
Work, and each side of the cutter head of cutting machine along rectangle stake holes contour line is cut, it can be ensured that rectangle stake holes digging process
In perpendicularity and parameter, the hole quality such as flatness it is good, working security is good, is also greatly enhanced efficiency of construction, is rock
Stratum construction provides a kind of conveniently method, solves that conventionally employed artificial digging pile technique hole quality is poor, applies
The problem of work efficiency rate is low and security risk is unmanageable, suitable for promoting the use of.
Brief description of the drawings
Fig. 1 is the work progress schematic diagram for the rectangle stake holes manufacturing process that the preferred embodiment of the present invention one provides.
In figure:1st, rectangle stake holes;2nd, circular stake holes.
Embodiment
Further illustrate technical scheme below in conjunction with the accompanying drawings and by embodiment.
Preferred embodiment one:
Referring to Fig. 1, present embodiments provide a kind of rectangle stake holes manufacturing process, its can with but be not limited to be used as hard rock
The excavation method of stratum rectangle stake holes.The method that the present embodiment provides comprises the following steps:
Step A, locating rectangle stake holes 1 at the construction field (site), that is, the contour line of rectangle stake holes 1 is determined;
Step B, Spiral digging machine excavates circular stake holes 2 in the range of the contour line of rectangle stake holes 1 surrounds, and forms free face;
Step C, each side of the cutter head of cutting machine along the contour line of rectangle stake holes 1 is cut that (wave in Fig. 1 is
The cutting path of cutting machine);
Step D, the native stone for cutting cutting machine removes from rectangle stake holes 1.
Wherein, step B and step C sequencing are unlimited.
The rectangle stake holes manufacturing process that the present embodiment provides, using Spiral digging machine and two kinds of equipment constructions of cutting machine, and cut
Cut each side of the cutter head of machine along the contour line of rectangle stake holes 1, it can be ensured that vertical in the digging process of rectangle stake holes 1
Parameter, the hole quality such as degree and flatness are good, and working security is good, is also greatly enhanced efficiency of construction, are constructed for lithostratigraphy
A kind of conveniently method is provided, solves that conventionally employed artificial digging pile technique hole quality is poor, low construction efficiency
The problem of being difficult to control with security risk, suitable for promoting the use of.
In the present embodiment, the cutter head of cutting machine and/or the drill bit of Spiral digging machine are positioned by positioner.Cutting machine
The plane and upright controling of cutter head are crucial, and when being positioned to the cutter head of cutting machine, positioner is at least used to ensure to cut
The cutter head of machine is cut in the contour line along rectangle stake holes 1 or when being cut using the contour line of rectangle stake holes 1 as beginning or end
The cutter head of cutting mill not past, without departing from the contour line of rectangle stake holes 1, to ensure the perpendicularity of rectangle stake holes 1, flatness etc..
In the present embodiment, in step C, the side of contour line of the cutting machine along rectangle stake holes 1 has been cut automatic by drilling rod
Adjuster is rotated by 90 °, then is directed at the opposite side sideline of the contour line of rectangle stake holes 1 and is continued to cut, until four sides have been cut
Into.Preferably, in step C, the cutter head of cutting machine is starting point into rectangle stake holes 1 also using the contour line of rectangle stake holes 1
Portion is cut, and further to be cut to the native stone in rectangle stake holes 1, is easy to follow-up broken mining effect.In the present embodiment,
Depending on the sectional area of rectangle stake holes 1 and the size of hard rock residue sillar, in step C, the cutter head of cutting machine can also be made by rectangular pile
Native stone in hole 1 carries out piecemeal cutting.
In the present embodiment, in step D, preferably but it is not limited to remove from rectangle stake holes 1 native stone by Spiral digging machine.It is right
The native stone of well cutting is constructed in the following order successively in rectangle stake holes 1:Spiral digging machine is in place → rotary digging driver drilling rod positioning → rotation
The drill bit pressurization of digging machine → drill bit revolution crush → proposes slag outward transport.
In the present embodiment, based on the above method, the cutter head square shaped stake holes Slice by slice cutting of cutting machine, it can once cut
Cut depth preferably but be not limited to 0.5-1m, step C and step D alternately, completion cutting, native stone crush, slagged tap, until applying
Work is to the default depth of rectangle stake holes 1.
In the present embodiment, in order to take less mechanical mechanism, and can easily be adjusted using the drilling rod of Spiral digging machine simultaneously
Feature, the cutter head of cutting machine and the drill bit of Spiral digging machine are alternately installed on same root drilling rod.That is, when needing to use cutting machine
When, the drill bit of Spiral digging machine is removed the cutter head of cutting machine is installed on the drilling rod of Spiral digging machine again, Spiral digging machine can be utilized
Drilling rod adjusts the angle of cutting machine.
In the present embodiment, the quantity and distribution form of circular stake holes 2 are not restricted, can be according to the section of rectangle stake holes 1
The factors such as product are determined.But when applying sky stake holes for Spiral digging machine, avoid Spiral digging machine that off normal occurs when creeping into and cause to backbreak now
As having gap between the contour line of circular stake holes 2 and the contour line of rectangle stake holes 1.The gap is preferred but is not limited at least
20cm, it can be ensured that Spiral digging machine will not backbreak phenomenon.Specifically, the gap can be 30cm, 40cm, 50cm,
60cm or 70cm, but be advisable with 50cm or so.
Cutting machine is heated during the materials such as cutting rock and easily deforms and damage, and therefore, in step C, needs
The cutter head of cutting machine is cooled down, to reduce the tool wear of cutting machine and improve efficiency of construction.
The present embodiment additionally provides a kind of rectangle stake holes building mortion for being used to realize above-mentioned rectangle stake holes manufacturing process, bag
Spiral digging machine, cutting machine and positioner are included, cutting machine is at least used for each profile wire cutting along rectangle stake holes 1, and Spiral digging machine is extremely
Few to be used to excavate circular stake holes 2 in the region that rectangle stake holes 1 surrounds, positioner is used for cutter head and/or rotation to cutting machine
The drill bit of digging machine is positioned.
In the device, cooling tube is provided with the drilling rod that is connected with the cutter head of cutting machine, cooling tube is used to supply cooling fluid
By being cooled down with the cutter head to cutting machine.The flow velocity of cooling fluid can be adjusted in the cooling tube.
The rectangle stake holes building mortion that the present embodiment provides, using Spiral digging machine and two kinds of equipment constructions of cutting machine, and cut
Cut each side of contour line of the cutter head of machine along rectangle stake holes 1, it can be ensured that vertical in the digging process of rectangle stake holes 1
Degree and flatness etc., hole quality are good, and working security is good, is also greatly enhanced efficiency of construction, are provided for lithostratigraphy construction
A kind of conveniently method, solves poor conventionally employed artificial digging pile technique hole quality, low construction efficiency and peace
The problem of full blast is nearly unmanageable, suitable for promoting the use of.
The technical principle of the present invention is described above in association with specific embodiment.These descriptions are intended merely to explain the present invention's
Principle, and limiting the scope of the invention can not be construed in any way.Based on explanation herein, the technology of this area
Personnel would not require any inventive effort the other embodiments that can associate the present invention, and these modes are fallen within
Within protection scope of the present invention.
Claims (10)
1. a kind of rectangle stake holes manufacturing process, it is characterised in that comprise the following steps:
Step A, locating rectangle stake holes at the construction field (site);
Step B, Spiral digging machine excavates circular stake holes in the range of rectangle stake holes contour line surrounds;
Step C, each side of the cutter head of cutting machine along rectangle stake holes contour line is cut;
Step D, the native stone that the cutting machine is cut is removed from the rectangle stake holes.
2. rectangle stake holes manufacturing process according to claim 1, it is characterised in that in the step C, the cutting machine
Cutter head is starting point to cutting inside the rectangle stake holes using the contour line of rectangle stake holes;And/or in the step C, the cutting
Native stone in the rectangle stake holes is also carried out piecemeal cutting by the cutter head of machine.
3. rectangle stake holes manufacturing process according to claim 1, it is characterised in that by positioner to the cutting machine
Cutter head and/or the drill bit of the Spiral digging machine is positioned.
4. the rectangle stake holes manufacturing process according to any one of claims 1 to 3, it is characterised in that the circular stake holes
There is gap between contour line and the contour line of the rectangle stake holes.
5. the rectangle stake holes manufacturing process according to any one of claims 1 to 3, it is characterised in that the knife of the cutting machine
Head to the square stake holes Slice by slice cutting, the step C and step D alternately, until construction is to default rectangular pile
Hole depth.
6. the rectangle stake holes manufacturing process according to any one of claims 1 to 3, it is characterised in that in the step D, lead to
The Spiral digging machine is crossed to remove native stone from the rectangle stake holes.
7. rectangle stake holes manufacturing process according to any one of claim 1 to 3, it is characterised in that in the step C,
The cutter head of the cutting machine is cooled down.
8. rectangle stake holes manufacturing process according to any one of claim 1 to 3, it is characterised in that the cutting machine
The drill bit of cutter head and the Spiral digging machine is alternately installed on same root drilling rod.
A kind of 9. rectangle pile hole forming dress for being used to realize the rectangle stake holes manufacturing process as described in any one of claim 1 to 8
Put, it is characterised in that including Spiral digging machine, cutting machine and positioner, the cutting machine is at least used for along each of rectangle stake holes
Profile wire cutting, the Spiral digging machine are at least used to excavate circular stake holes, the positioner in the region that rectangle stake holes surrounds
Positioned at least one in the drill bit of the cutter head to the cutting machine and the Spiral digging machine.
10. rectangle stake holes building mortion according to claim 9, it is characterised in that be connected with the cutter head of the cutting machine
Drilling rod on be provided with cooling tube, the cooling tube is used to passing through for cooling fluid cold to be carried out to the cutter head of the cutting machine
But.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710860657.9A CN107642084A (en) | 2017-09-21 | 2017-09-21 | A kind of rectangle stake holes manufacturing process and building mortion |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710860657.9A CN107642084A (en) | 2017-09-21 | 2017-09-21 | A kind of rectangle stake holes manufacturing process and building mortion |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107642084A true CN107642084A (en) | 2018-01-30 |
Family
ID=61112021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710860657.9A Pending CN107642084A (en) | 2017-09-21 | 2017-09-21 | A kind of rectangle stake holes manufacturing process and building mortion |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107642084A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108825128A (en) * | 2018-07-24 | 2018-11-16 | 孟现坤 | Rectangle is at drill |
CN109681116A (en) * | 2019-01-31 | 2019-04-26 | 四川省交通运输厅交通勘察设计研究院 | A kind of square pile rotary drilling device and its rotary digging method for realizing rectangular pore-forming |
CN113605387A (en) * | 2021-06-30 | 2021-11-05 | 中冶成都勘察研究总院有限公司 | Full-mechanical construction method for rectangular slide-resistant pile |
CN114482078A (en) * | 2022-01-27 | 2022-05-13 | 四川省地质工程勘察院集团有限公司 | Hole forming construction method for square slide-resistant pile |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10102966A (en) * | 1996-10-01 | 1998-04-21 | Ohbayashi Corp | Excavating equipment of cast-in-place concrete pile hole |
CN101876172A (en) * | 2010-05-06 | 2010-11-03 | 天津深基工程有限公司 | Method for forming holes of square and rectangular cast-in place piles |
CN105113986A (en) * | 2015-10-12 | 2015-12-02 | 北车建设工程有限责任公司 | Drilling equipment for square piles |
CN105649011A (en) * | 2016-01-12 | 2016-06-08 | 深圳市工勘岩土集团有限公司 | Forming method for square pile hole |
CN107143281A (en) * | 2017-05-18 | 2017-09-08 | 浙江省地矿建设有限公司 | The method of construction bored concrete pile |
-
2017
- 2017-09-21 CN CN201710860657.9A patent/CN107642084A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10102966A (en) * | 1996-10-01 | 1998-04-21 | Ohbayashi Corp | Excavating equipment of cast-in-place concrete pile hole |
CN101876172A (en) * | 2010-05-06 | 2010-11-03 | 天津深基工程有限公司 | Method for forming holes of square and rectangular cast-in place piles |
CN105113986A (en) * | 2015-10-12 | 2015-12-02 | 北车建设工程有限责任公司 | Drilling equipment for square piles |
CN105649011A (en) * | 2016-01-12 | 2016-06-08 | 深圳市工勘岩土集团有限公司 | Forming method for square pile hole |
CN107143281A (en) * | 2017-05-18 | 2017-09-08 | 浙江省地矿建设有限公司 | The method of construction bored concrete pile |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108825128A (en) * | 2018-07-24 | 2018-11-16 | 孟现坤 | Rectangle is at drill |
CN108825128B (en) * | 2018-07-24 | 2020-05-22 | 孟现坤 | Rectangular hole-forming drill bit |
CN109681116A (en) * | 2019-01-31 | 2019-04-26 | 四川省交通运输厅交通勘察设计研究院 | A kind of square pile rotary drilling device and its rotary digging method for realizing rectangular pore-forming |
CN113605387A (en) * | 2021-06-30 | 2021-11-05 | 中冶成都勘察研究总院有限公司 | Full-mechanical construction method for rectangular slide-resistant pile |
CN113605387B (en) * | 2021-06-30 | 2022-07-01 | 中冶成都勘察研究总院有限公司 | Full-mechanical construction method for rectangular slide-resistant pile |
CN114482078A (en) * | 2022-01-27 | 2022-05-13 | 四川省地质工程勘察院集团有限公司 | Hole forming construction method for square slide-resistant pile |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107642084A (en) | A kind of rectangle stake holes manufacturing process and building mortion | |
CN106320989B (en) | A kind of diamond bit | |
CN207111100U (en) | A kind of hard rock tunnel construction equipment | |
CN107083967B (en) | Method and system for assisting tunnel boring machine in tunneling extremely hard rock by utilizing hydraulic fracturing technology | |
CN102041807B (en) | Dense hole preliminary loosening hard plagioclase construction technique | |
CN206129165U (en) | Diamond drill bit | |
CN104024557A (en) | Hybrid Drill Bits Having Increased Drilling Efficiency | |
CN108643839A (en) | The complete compound cutting arrangement of cutterhead lift for soft or hard stratum | |
CN104234667B (en) | Bittern irrigation canals and ditches and its system and excavation method | |
CN206769817U (en) | A kind of circular groove type diamond bit | |
CN205532305U (en) | Rotatable PDC drill bit of cutting teeth | |
CN107355228A (en) | A kind of hard rock tunnel construction equipment and construction method | |
US9920576B2 (en) | Cutting elements for earth-boring tools, earth-boring tools including such cutting elements, and related methods | |
LU101976B1 (en) | Special-shaped bit tool of shield machine capable of stabilizing boring speed | |
Tang et al. | A new method of combined rock drilling | |
CN109441468B (en) | Shield excavation surface impact loosening and crushing device and working method thereof | |
CN206000471U (en) | A kind of preventing sticking PDC drill bit | |
CN209308635U (en) | PDC drill bit with multiple stage crushing function | |
CN206769814U (en) | A kind of big landwaste, low-power consumption diamond bit | |
CN107803942B (en) | Square pile linear cutting equipment and mechanical excavation method for square piles in hard rock stratum | |
CN207660552U (en) | A kind of low energy consumption diamond bit | |
CN106089222B (en) | One kind is used for sandstone mud stone list shield TBM driving methods | |
CN202300270U (en) | Ball fish-collecting casing milling head used for taking casings from directional well | |
CN108868812A (en) | A kind of evagination semi shield oil cylinder and mud water balance push bench | |
CN107524452A (en) | A kind of tunnel excavation construction trimming device and finishing construction method |
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 | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180130 |