CN102605771A - Construction method for drilling cast-in-place concrete pipe pile and drilling tool for concrete pipe pile - Google Patents
Construction method for drilling cast-in-place concrete pipe pile and drilling tool for concrete pipe pile Download PDFInfo
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- CN102605771A CN102605771A CN2012100942263A CN201210094226A CN102605771A CN 102605771 A CN102605771 A CN 102605771A CN 2012100942263 A CN2012100942263 A CN 2012100942263A CN 201210094226 A CN201210094226 A CN 201210094226A CN 102605771 A CN102605771 A CN 102605771A
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- pipe
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- 238000005553 drilling Methods 0.000 title claims abstract description 54
- 239000004567 concrete Substances 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title abstract description 14
- 239000002689 soil Substances 0.000 claims abstract description 10
- 238000007599 discharging Methods 0.000 claims abstract description 4
- 238000005266 casting Methods 0.000 claims description 10
- 238000011065 in-situ storage Methods 0.000 claims description 10
- 230000000694 effects Effects 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 238000005056 compaction Methods 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 5
- 239000012530 fluid Substances 0.000 claims description 5
- 239000000956 alloy Substances 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 239000013049 sediment Substances 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 2
- 239000010959 steel Substances 0.000 abstract 2
- 230000007613 environmental effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
- Earth Drilling (AREA)
Abstract
Disclosed are a construction method for drilling cast-in-place concrete pipe pile and a drilling tool for concrete pipe pile. The drilling tool comprises a drilling machine, a power head, an inner pipe, an outer pipe, a screw, a bottom cover, a cast pipe and the like. When in operation, the power head of the drilling machine rotates to drive a double-pipe spiral drilling tool to drill into a hole by a preset depth, a concrete pump is started to lead concrete to enter an annular space formed by the inner pipe and the outer pipe, the screw brings out part of soil while the double-pipe spiral drilling tool is pulled out, and a plain concrete pipe pile partially for compacting and partially for discharging is formed and is embedded into a foundation. Alternatively, a steel reinforcement cage can be inserted afterwards to form a concrete pipe pile with steel reinforcements. The drilling tool solves the problems of hole shrinkage, pile breakage and difficulty in drilling during construction, sediments at the bottom of the hole and mud retaining walls on a construction site can be omitted, vibration and noise during construction is avoided, construction is rapid and environment-friendly, and a large amount of concrete can be saved.
Description
Technical field:
The present invention relates in a kind of architecture foundation pile engineering the job practices of boring cast-in-situ concrete pile tube and composite foundation, especially relate to and a kind ofly once accomplish a kind of method that pile foundation construction and composite foundation are constructed with duplex tube helix drilling tool pore-forming, cast.
Technical background:
Common bored pile technology has received extensive use, but it exists slagging, mud off at the bottom of the hole, the hole of collapsing, and boring back underwater pouring makes complex process and not environmental protection.; Cast-in-place concrete tube stake is sunk to underground pile through vibrating hammer with bitubular drilling tool, and environmental protection, quick is difficult to sink to the bottom but meet than the hardpan drilling tool, and range of application is limited; Also there are the problems referred to above in traditional prefabricated tubular pile, and takes over problem loaded down with trivial details and that soil compaction effect is serious, influences construction quality.The appearance of this boring cast-in-situ concrete pile tube has solved to meet than hardpan creeps into difficult problem; Solved the soil compaction effect problem; Work progress does not have sediment at the bottom of having mud off, hole, reaches construction effect economic, quick, environmental protection, and makes the scope of application of perfusion pile tube more extensive.
Summary of the invention:
The objective of the invention is to: a kind of speed of application job practices and implement the construction drilling tool of the special-purpose boring cast-in-situ concrete pile tube of this method efficiently is provided for being embedded in boring cast-in-situ concrete pile tube in the ground.
The present invention is achieved in that the job practices of boring cast-in-situ concrete pile tube of the present invention, it is characterized in that:
1. the alloy serrated knife with the duplex tube helix drilling tool is placed on the interior pipe, and inner tubal wall is provided with upper and lower key, and the upper end connects tapered cap, and tapered cap is provided with the casting mud pipe.The external surface of said drilling tool outer tube is mounted with conveyor screw; Be provided with upper and lower keyway in the outer tube pipe; Be connected with key about the interior pipe, (also can < see accompanying drawing 4>with dividing plate is connected outer tube with interior pipe), outer tube connects bottom through pivot pin; Bottom is formed by many lobes body, (bottom also can be connected < seeing accompanying drawing 4>through pivot pin with the bottom of interior pipe).Outer tube top is provided with external key, and drill power head can drive drilling tool and rotate.Outer tube top connects the cast lid, and the cast lid is placed on the cast support, and the cast lid is connected revolution and supports, and revolution is supported to go up and connected the sprue gate.
When 2. constructing, the drilling tool bottom is built in the align piles position, and drill power head rotates the drive duplex tube helix drilling tool that pressurizes simultaneously downwards and pierces desired depth in the hole;
3. start concrete pump and through gate spool concrete is got in the space of interior pipe and outer tube formation, the limit pulls up drilling tool limit fluid concrete.
When 4. pulling up the duplex tube helix drilling tool; Take part soil on the conveyor screw out of, the soil compaction effect that drilling tool is pierced produce in the process obtains discharging, and forms the concrete tubular pile of the crowded native part casting of a part; Be embedded in the ground, this plain concrete pile tube also can be used as in the ground processing of composite foundation.
5. when needs are made reinforced concrete pipe pile, can be behind casting complete reinforcing cage be inserted the cast-in-place concrete tubular pile of formation in the concrete in ground.
Good effect of the present invention is: this drilling tool can make the on-the-spot mold of concealed work, and construction quality is fully protected.Be embodied in: existing crowded soil has casting again when 1. creeping into, and has both improved the bearing capacity of stake, has solved undergauge broken pile problem in the work progress again; 2. because of drilling tool is that the hollow mode of being screwed into is crept into, can accomplish does not have sediment at the bottom of the hole; 3. because of not having mud off in the construction, so the construction plant is clean, quick; 4. because of being the pile tube of hollow and annular, middle cubsoil need not to get out, and under the little and drilling tool of the resistance that pierces serrated knife is housed downwards, can creep into than hardpan friction, noiselessness in the work progress; 5. because of being the ring-type pile tube, can practice thrift concrete in a large number.
Description of drawings:
Fig. 1 is that the present invention constructs with the structural representation of duplex tube helix drilling tool
Fig. 2 is that the present invention constructs with the elevational schematic view of duplex tube helix drilling tool
Fig. 3 is that the present invention constructs with B-B generalized section on the duplex tube helix drilling tool
Fig. 4 is the duplex tube helix drilling tool structure sketch map that iris type of the present invention connects
Fig. 5 is the duplex tube helix drilling tool elevational schematic view that iris type of the present invention connects
Fig. 6 is the duplex tube helix drilling tool B-B generalized section that iris type of the present invention connects
The specific embodiment:
As shown in Figure 1: the alloy serrated knife 1 of duplex tube helix drilling tool is placed on the interior pipe 2, and inner tubal wall is provided with upper and lower key 7, and the upper end connects tapered cap 11, and tapered cap 11 is provided with casting mud pipe 12.The external surface of said drilling tool outer tube 5 is mounted with conveyor screw 8; Be provided with keyway 6 up and down in outer tube 5 pipes; Be connected with key 7 about the interior pipe, (also can < see accompanying drawing 4>with dividing plate 17 is connected outer tube 5 with interior pipe 2), outer tube 5 connects bottoms 3 through pivot pin 4; Bottom 3 is formed by many lobes body, (bottom 3 also can be connected < seeing accompanying drawing 4>with the bottom of interior pipe 2 through pivot pin 4).Outer tube top is provided with external key 10, and drill power head 9 can drive drilling tool and rotate.Outer tube top connects to pour into a mould covers 13, and cast is covered 13 and is placed on the cast support 14, and cast is covered 13 and is connected in the revolution support 15, and last 15 connection sprue gates 16 are supported in revolution.
It is as shown in Figure 2: for the present invention constructs with the elevational schematic view of duplex tube helix drilling tool.
It is as shown in Figure 3: for the present invention constructs with duplex tube helix drilling tool B-B generalized section.
As shown in Figure 4: as to be the duplex tube helix drilling tool structure sketch map of dividing plate 17 connections of the present invention.
As shown in Figure 5: as to be the spiral drill elevational schematic view of iris type connection of the present invention
As shown in Figure 6: as to be B-B generalized section on the spiral drill of iris type connection of the present invention
The hole job practices of cast-in-situ concrete pile tube of the present invention comprises following construction sequence:
1. drilling tool bottom 3 is built in the align piles position, and drill power head 9 rotates the drive duplex tube helix drilling tool that pressurizes simultaneously downwards and pierces desired depth in the hole.
2. start concrete pump and through gate spool 16 concrete is got in the space of interior pipe 2 and outer tube 5 formation, the limit pulls up drilling tool limit fluid concrete.
When 3. pulling up the duplex tube helix drilling tool, take part soil on the conveyor screw 8 out of, the soil compaction effect that drilling tool is pierced produce in the process obtains discharging, and forms the concrete tubular pile of the crowded native part casting of a part, is embedded in the ground.This plain concrete pile tube also can be used as the ground of composite foundation and handles.
4. when needs are made reinforced concrete pipe pile, can be behind casting complete reinforcing cage be inserted the cast-in-place concrete tubular pile of formation in the concrete in ground.
5. when the cross shear of pile strength needs greatly, behind pile, go into certain depth fluid concrete again to the center earth boring auger on top, form the hollow cast-in-place concrete pile of top solid lower portion.
Claims (3)
1. the job practices of boring cast-in-situ concrete pile tube drilling tool is characterized in that:
1. the alloy serrated knife with the duplex tube helix drilling tool is placed on the interior pipe, and inner tubal wall is provided with upper and lower key, and the upper end connects tapered cap, and tapered cap is provided with the casting mud pipe.The external surface of said drilling tool outer tube is mounted with conveyor screw; Be provided with keyway up and down in the outer tube pipe; Be connected with key about the interior pipe, also can outer tube be connected with interior pipe with baffle plate, outer tube connects bottom through pivot pin; Bottom is formed by many lobes body, and bottom also can be connected with the bottom of interior pipe through pivot pin.Outer tube top is provided with external key, and drill power head can drive drilling tool and rotate.Outer tube top connects the cast lid, and the cast lid is placed on the cast support, and the cast lid is connected revolution and supports, and revolution connects the sprue gate on supporting.
2. bottom is built in the align piles position, and drill power head rotates the drive duplex tube helix drilling tool that pressurizes simultaneously downwards and pierces desired depth in the hole;
3. starting concrete pump gets in the space of interior pipe and outer tube 5 formation concrete through gate spool;
4. the limit pulls up drilling tool limit fluid concrete, when pulling up the duplex tube helix drilling tool, takes part soil on the conveyor screw out of, and the soil compaction effect that drilling tool is pierced produce in the process obtains discharging, and the concrete tubular pile that forms the crowded native part casting of a part is embedded in the ground.This plain concrete pile tube also can be used as the ground of composite foundation and handles.
2. the job practices of boring cast-in-situ concrete pile tube drilling tool according to claim 1 is characterized in that: when needs are made reinforced concrete pipe pile, can be behind casting complete reinforcing cage be inserted the cast-in-place concrete tubular pile of formation in the concrete in ground.
3. the job practices of boring cast-in-situ concrete pile tube drilling tool according to claim 1; It is characterized in that: when pile strength cross shear needs are big; Behind pile, go into certain depth fluid concrete again to the center earth boring auger on top, form the hollow cast-in-place concrete pile of top solid lower portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210094226.3A CN102605771B (en) | 2012-04-01 | 2012-04-01 | Construction method for drilling cast-in-place concrete pipe pile and drilling tool for concrete pipe pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210094226.3A CN102605771B (en) | 2012-04-01 | 2012-04-01 | Construction method for drilling cast-in-place concrete pipe pile and drilling tool for concrete pipe pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102605771A true CN102605771A (en) | 2012-07-25 |
| CN102605771B CN102605771B (en) | 2014-07-30 |
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| CN201210094226.3A Expired - Fee Related CN102605771B (en) | 2012-04-01 | 2012-04-01 | Construction method for drilling cast-in-place concrete pipe pile and drilling tool for concrete pipe pile |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808413A (en) * | 2012-08-21 | 2012-12-05 | 福州市第三建筑工程公司 | Reinforcement-replacing sectional-grouting pipe with inner piston and construction method thereof |
| CN102966094A (en) * | 2012-12-15 | 2013-03-13 | 马春根 | Method for constructing concrete pile through rotary excavating and pressure irrigation |
| CN104452768A (en) * | 2014-12-05 | 2015-03-25 | 张璐 | Rectangular cast-in-place pile boring machine |
| CN105256793A (en) * | 2015-09-14 | 2016-01-20 | 王警 | Double-layer pile sinking equipment |
| CN105369800A (en) * | 2015-11-30 | 2016-03-02 | 中国建筑土木建设有限公司 | One-time forming construction method for inserting steel pipe column into cast-in-situ bored pile in pilot tunnel |
| CN109183784A (en) * | 2018-11-02 | 2019-01-11 | 刘守进 | Cast-in-situ concrete thin-wall pipe pile constructing device and bore forming method |
| CN113322947A (en) * | 2021-06-11 | 2021-08-31 | 陈清贵 | Cast-in-place pile construction method for forming pile by utilizing air pressure pushing and vibrating concrete |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3807184A (en) * | 1970-03-16 | 1974-04-30 | L Turzillo | Method and means for producing pile or like structural columns in situ |
| CN1115819A (en) * | 1995-04-25 | 1996-01-31 | 孙新河 | Serial pile of screw drilling pouring pile of and their construction process and apparatus |
| CN2389925Y (en) * | 1999-08-31 | 2000-08-02 | 牧一征 | Rotary spray variable section combined caisson pile |
| US20040104049A1 (en) * | 2002-12-02 | 2004-06-03 | Robert Federighi | Apparatus and method for forming a support column in soil |
| US20060013656A1 (en) * | 2004-07-13 | 2006-01-19 | Berkel & Company Contractors, Inc. | Full-displacement pressure grouted pile system and method |
| CN101245597A (en) * | 2007-02-16 | 2008-08-20 | 夏传清 | Breast wall type cast-in-situ bored pile construction method and pile machine |
| CN102182178A (en) * | 2010-12-17 | 2011-09-14 | 陈东曙 | Solid and hollow integrated pile, pile forming device and pile forming method |
-
2012
- 2012-04-01 CN CN201210094226.3A patent/CN102605771B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3807184A (en) * | 1970-03-16 | 1974-04-30 | L Turzillo | Method and means for producing pile or like structural columns in situ |
| CN1115819A (en) * | 1995-04-25 | 1996-01-31 | 孙新河 | Serial pile of screw drilling pouring pile of and their construction process and apparatus |
| CN2389925Y (en) * | 1999-08-31 | 2000-08-02 | 牧一征 | Rotary spray variable section combined caisson pile |
| US20040104049A1 (en) * | 2002-12-02 | 2004-06-03 | Robert Federighi | Apparatus and method for forming a support column in soil |
| US20060013656A1 (en) * | 2004-07-13 | 2006-01-19 | Berkel & Company Contractors, Inc. | Full-displacement pressure grouted pile system and method |
| CN101245597A (en) * | 2007-02-16 | 2008-08-20 | 夏传清 | Breast wall type cast-in-situ bored pile construction method and pile machine |
| CN102182178A (en) * | 2010-12-17 | 2011-09-14 | 陈东曙 | Solid and hollow integrated pile, pile forming device and pile forming method |
Non-Patent Citations (1)
| Title |
|---|
| 梁飞等: "长螺旋钻孔灌注桩施工技术在工程中的应用", 《有色金属设计》, vol. 34, no. 02, 15 June 2007 (2007-06-15) * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808413A (en) * | 2012-08-21 | 2012-12-05 | 福州市第三建筑工程公司 | Reinforcement-replacing sectional-grouting pipe with inner piston and construction method thereof |
| CN102966094A (en) * | 2012-12-15 | 2013-03-13 | 马春根 | Method for constructing concrete pile through rotary excavating and pressure irrigation |
| CN104452768A (en) * | 2014-12-05 | 2015-03-25 | 张璐 | Rectangular cast-in-place pile boring machine |
| CN105256793A (en) * | 2015-09-14 | 2016-01-20 | 王警 | Double-layer pile sinking equipment |
| CN105256793B (en) * | 2015-09-14 | 2017-05-31 | 王警 | A kind of double-deck lower stake equipment |
| CN105369800A (en) * | 2015-11-30 | 2016-03-02 | 中国建筑土木建设有限公司 | One-time forming construction method for inserting steel pipe column into cast-in-situ bored pile in pilot tunnel |
| CN109183784A (en) * | 2018-11-02 | 2019-01-11 | 刘守进 | Cast-in-situ concrete thin-wall pipe pile constructing device and bore forming method |
| CN109183784B (en) * | 2018-11-02 | 2023-09-22 | 刘守进 | Cast-in-place concrete pipe pile construction device and pile forming construction method |
| CN113322947A (en) * | 2021-06-11 | 2021-08-31 | 陈清贵 | Cast-in-place pile construction method for forming pile by utilizing air pressure pushing and vibrating concrete |
| CN113322947B (en) * | 2021-06-11 | 2022-09-16 | 陈清贵 | Cast-in-place pile construction method for forming pile by utilizing air pressure pushing and vibrating concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102605771B (en) | 2014-07-30 |
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Effective date of registration: 20161230 Address after: 100097 Beijing city Haidian District landianchang Road No. 2 Jin Yuan Times Business Center Building 2, block B, 3E Patentee after: Beijing broad base Technology Co., Ltd. Address before: 100097 Beijing Road, Haidian District, Century City, District 5, building 3, unit 1, 6G Patentee before: He Dexin |
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Granted publication date: 20140730 Termination date: 20190401 |