CN105862733A - Novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device - Google Patents
Novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device Download PDFInfo
- Publication number
- CN105862733A CN105862733A CN201610406132.3A CN201610406132A CN105862733A CN 105862733 A CN105862733 A CN 105862733A CN 201610406132 A CN201610406132 A CN 201610406132A CN 105862733 A CN105862733 A CN 105862733A
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- Prior art keywords
- drilling
- drilling rod
- support
- pile
- power transmission
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- 238000005553 drilling Methods 0.000 title claims abstract description 70
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000011065 in-situ storage Methods 0.000 title abstract 3
- 230000005540 biological transmission Effects 0.000 claims abstract description 17
- 239000000956 alloy Substances 0.000 claims abstract description 7
- 229910045601 alloy Inorganic materials 0.000 claims abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 239000002994 raw material Substances 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract 1
- 239000011435 rock Substances 0.000 abstract 1
- 238000000465 moulding Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 125000000058 cyclopentadienyl group Chemical group C1(=CC=CC1)* 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- ZSWFCLXCOIISFI-UHFFFAOYSA-N endo-cyclopentadiene Natural products C1C=CC=C1 ZSWFCLXCOIISFI-UHFFFAOYSA-N 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/22—Rods or pipes with helical structure
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention belongs to the technical field of building construction foundation drilling tool application, and particularly discloses a novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device which comprises an automatic walking vehicle, a power distribution operation room, three door head pulleys, a main rotating and winnowing machine, a support, a rock supporting rod, a horizontal head sliding member, a power transmission box, a drilling rod, a drilling rod blade, a drilling sleeve and an alloy drill bit. The power distribution operation room, the door head pulleys, the main rotating and winnowing machine and the support are arranged on the automatic walking vehicle, two ends of the rack supporting rod are connected with the support respectively, the horizontal head sliding member is arranged on the support, the power transmission box is connected with the horizontal head sliding member, the drilling rod is connected with the power transmission box, the drilling rod blade is arranged on the drilling rod, the drilling sleeve is arranged at the end of the drilling rod, a spiral connecting groove is formed inside the drilling sleeve, one end of the drilling sleeve is movably connected with the support, and the alloy drill bit is arranged at the end of the drilling rod. The problems that existing long spiral drilling machines are low in efficiency and instable in integral structure and prestress cannot reach production construction requirements are solved, the novel long spiral drilling hole cast-in-situ pipe top and cap integrated construction device is reasonable in design, meets construction standards and requirements, can integrally form pile body and pile cap concrete quickly in a high-quality manner, raw materials are saved, and production cost is lowered.
Description
Technical field
The invention belongs to construction basis drilling tool applied technical field, be specifically related to a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device, quick, high-quality can make pile body, pile cover concrete energy integrated molding.
Background technology
Long-spiral drilling machine, it includes hydraulic moving mechanism pile frame and drilling system two parts.Pile frame uses hydraulic walking chassis, and automaticity is high, can walk voluntarily and 360 degree of revolutions, is provided with four hydraulic legs and a walking oil cylinder increases complete machine stability during construction with auxiliary walking and revolution simultaneously, can be transported through by complete machine.Column is folding box column, flange connection, and column uses two pieces high thickness masks and uses large-sized bender brake techniques, is welded with four reinforcements every 60cm and fixes through twice weld seam is welded while inside column, increases column torsion resistant and bending resistant.Column is controlled its landing by two luffing hydraulic jacks.Drilling system includes unit head and drilling tool, and the output shaft of unit head and spiral drill are hollow type, and stake machine uses long spire pore-forming, by drilling rod central tube, concrete or mud can be carried out pump concrete CFG pile driving construction.
Existing structure design long-spiral drilling machine, although it can complete the pile body of conventional need, pile cover concrete formation production and construction requirement, but can not realize pile body, the production and construction of pile cover concrete integrated molding requires that the most current production and construction is for separately completing that time-consuming efficiency is low and integrally-built stability and prestressing force do not reach production and construction requirement, in the most existing construction operation, mixed earthy raw materials consumes bigger, add production cost, and this is current urgently to be resolved hurrily.
Therefore, based on the problems referred to above, the present invention provides a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device.
Summary of the invention
Goal of the invention: it is an object of the invention to provide a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device, solve that existing long screw auger engine efficiency is low and problem that overall structure unstability and prestressing force do not reach production and construction requirement, it is reasonable in design, meet construction reference requirement, quick, high-quality can make pile body, pile cover concrete energy integrated molding, save raw material, reduced production cost.
Technical scheme: the present invention provides a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device, including automatic walking car, and it is arranged on the electric distribution operating room on automatic walking car, three head pulleys, and be arranged on automatic walking car and be positioned at electric distribution operating room, main turning hoisting machine between three head pulleys, and be arranged on automatic walking car and be positioned at the support outside three head pulleys, and two ends connect the frame support bar of support respectively, and the sleeping head saddle being arranged on support, and the power transmission casing being connected with sleeping head saddle, and the drilling rod being connected with power transmission casing, and the drilling rod blade being arranged on drilling rod, and it is arranged on the drill bushing of drilling rod blade tip, wherein, drill bushing is internally provided with spiral link slot, and the side of drill bushing is flexibly connected with support, and it is arranged on the alloy bit of drill rod end.
The technical program, described support is barrel-type supporting structure.
The technical program, described power transmission casing is double-motor power transmission case body and power is 55KW.
The technical program, described drilling rod blade, the diameter of drill bushing are respectively 500mm, 1000mm.
Compared with prior art, having the beneficial effects that of a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device of the present invention: 1, overall construction design is reasonable, controls construction operation safety and construction quality is stable；2, solve that existing long screw auger engine efficiency is low and problem that overall structure unstability and prestressing force do not reach production and construction requirement, it is reasonable in design, meet construction reference requirement, quick, high-quality can make pile body, pile cover concrete energy integrated molding, save raw material, reduced production cost (this integrated apparatus is practical in the construction of deep cyclopentadienyl railway).
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device of the present invention；
Fig. 2 is the drilling rod blade of a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device of the present invention, the partial enlargement structural representation of drill bushing；
Fig. 3 is the construction process flow diagram of a kind of novel long screw auger drilling deposited pile pile jacking cap integrative construction device of the present invention；
Wherein, in figure, sequence number mark is as follows: 1-automatic walking car, 2-electric distribution operating room, the main turning hoisting machine of 3-, tri-head pulleys of 4-, 5-support, 6-frame support bar, 7-crouch head saddle, 8-power transmission casing, 9-drilling rod, 10-drilling rod blade, 11-spiral link slot, 12-alloy bit, 13-drill bushing.
Detailed description of the invention
Below in conjunction with the accompanying drawings and specific embodiment, it is further elucidated with the present invention.
nullSuch as Fig. 1、One novel long screw auger drilling deposited pile pile jacking cap integrative construction device shown in Fig. 2 and Fig. 3，Including automatic walking car 1，And it is arranged on the electric distribution operating room 2 on automatic walking car 1、Three head pulleys 4，And be arranged on automatic walking car 1 and be positioned at electric distribution operating room 2、Main turning hoisting machine 3 between three head pulleys 4，And be arranged on automatic walking car 1 and be positioned at the support 5 outside three head pulleys 4，And two ends connect the frame support bar 6 of support 5 respectively，And the sleeping head saddle 7 being arranged on support 5，And the power transmission casing 8 being connected with sleeping head saddle 7，And the drilling rod 9 being connected with power transmission casing 8，And the drilling rod blade 10 being arranged on drilling rod 9，And it is arranged on the drill bushing 13 of drilling rod blade 10 end，Wherein，Drill bushing 13 is internally provided with spiral link slot 11，And the side of drill bushing 13 is flexibly connected with support 5 and (is provided with the slide plate being used in conjunction with each other between drill bushing and support、Chute，Figure does not marks)，And it is arranged on the alloy bit 12 of drilling rod 9 end.
It is further preferred that support 5 is barrel-type supporting structure, its location supports firm stable and is easily installed dismounting, safeguards；Power transmission casing 8 be the power of double-motor power transmission case body and power transmission casing 8 be 55KW, for drilling rod 9 being provided sufficient power support, it is ensured that the drilling rod 9 of multiple different-diameter size can be driven to carry out efficient construction operation；Drilling rod blade 10, the diameter of drill bushing 13 are respectively 500mm, 1000mm; wherein; during construction operation; the spiral link slot 11 of drill bushing 13 inner surface is that helical structure connects for drilling rod blade 10 is formed the joint face that support protection is the two; can guarantee that drilling rod blade 10 does not tilts in construction operation; make boring meet construction requirement, and control stable, accurate along counter-rotating.
Embodiment
Further such as Fig. 1, shown in Fig. 2 and Fig. 3, when during drill-pouring construction, alloy bit 12 creeps into, enlarged footing drilling tool (not marking enlarged footing drilling tool in figure) is installed at drill bit position, (stake diameter can be with 80cm, can also 1m, depending on the helmet diameter of job site), enlarged footing drilling tool is 60cm the most deeply, after enlarged footing is partially into soil layer 60cm, drilling rod can be automatically disengaged, enlarged footing drilling tool rests on 60cm deep soil layer position, drilling rod is made to continue to creep into designing pile length position, promote and fill concrete, 60cm position, top is mentioned on drilling rod, the upper enlarged footing drilling tool of band the most up carries again, and make the 1m diameter of enlarged footing drilling tool fill concrete together, reach pile body, pile cover concrete energy integrated molding.
The above is only the preferred embodiment of the present invention, it is noted that for those skilled in the art, under the premise without departing from the principles of the invention, it is also possible to make some improvement, and these improvement also should be regarded as protection scope of the present invention.
Claims (4)
1. a novel long screw auger drilling deposited pile pile jacking cap integrative construction device, it is characterised in that: include automatic stride
nullFormula car (1)，And it is arranged on the electric distribution operating room (2) on automatic walking car (1)、Three head pulleys (4)，And be arranged on automatic walking car (1) and be positioned at electric distribution operating room (2)、Main turning hoisting machine (3) between three head pulleys (4)，And be arranged on automatic walking car (1) and be positioned at the support (5) in three head pulley (4) outsides，And two ends connect the frame support bar (6) of support (5) respectively，And the sleeping head saddle (7) being arranged on support (5)，And the power transmission casing (8) being connected with sleeping head saddle (7)，And the drilling rod (9) being connected with power transmission casing (8)，And the drilling rod blade (10) being arranged on drilling rod (9)，And it is arranged on the drill bushing (13) of drilling rod blade (10) end，Wherein，Drill bushing (13) is internally provided with spiral link slot (11)，And the side of drill bushing (13) is flexibly connected with support (5)，And it is arranged on the alloy bit (12) of drilling rod (9) end.
One the most according to claim 1 novel long screw auger drilling deposited pile pile jacking cap integrative construction device, it is characterised in that: described support (5) is barrel-type supporting structure.
One the most according to claim 1 novel long screw auger drilling deposited pile pile jacking cap integrative construction device, it is characterised in that: described power transmission casing (8) is double-motor power transmission case body and power is 55KW.
One the most according to claim 1 novel long screw auger drilling deposited pile pile jacking cap integrative construction device, it is characterised in that: described drilling rod blade (10), the diameter of drill bushing (13) are respectively 500mm, 1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610406132.3A CN105862733A (en) | 2016-06-12 | 2016-06-12 | Novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610406132.3A CN105862733A (en) | 2016-06-12 | 2016-06-12 | Novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862733A true CN105862733A (en) | 2016-08-17 |
Family
ID=56677316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610406132.3A Pending CN105862733A (en) | 2016-06-12 | 2016-06-12 | Novel long spiral drilling hole cast-in-situ pile top and cap integrated construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105862733A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149714A (en) * | 2016-08-25 | 2016-11-23 | 陕西桩鑫建设工程有限公司 | Integration pile cover former and construction method |
| CN106351213A (en) * | 2016-08-25 | 2017-01-25 | 陕西桩鑫建设工程有限公司 | Forming device and construction process for reverse screw pile |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005336702A (en) * | 2004-02-27 | 2005-12-08 | Hiromi Kuwahata | Ground excavator |
| NL1036834C2 (en) * | 2008-04-16 | 2009-10-19 | Noterman Putboringen | Pile driving method, involves sinking bush having a helical blade and spiral drill bit at different rotary speeds and then filling borehole with concrete as bush and bit are lifted out of ground |
| CN101709620A (en) * | 2009-12-22 | 2010-05-19 | 河南省三力机械制造有限公司 | Long screw drill and power head and drill rod thereof |
| CN201851002U (en) * | 2010-11-20 | 2011-06-01 | 威海市海泰起重机械有限公司 | PLC (Programmable Logic Controller) controlled frequency conversion pile driver |
| CN202117556U (en) * | 2011-03-01 | 2012-01-18 | 何庆林 | Auger driller for moulding concrete piles with different depth and shapes |
| CN202401961U (en) * | 2011-11-22 | 2012-08-29 | 河南省三力机械制造有限公司 | Long spiral deep hole drill |
| CN103615000A (en) * | 2013-12-18 | 2014-03-05 | 上海强劲地基工程股份有限公司 | Construction device of original-state earth-borrowing cast-in-place pile |
| CN203808865U (en) * | 2014-01-24 | 2014-09-03 | 中铁三局集团有限公司 | Drilling rod position limiting system of long spiral drilling machine |
| CN104963626A (en) * | 2015-06-17 | 2015-10-07 | 黄朝阳 | Long spiral drilling machine used for forming long spiral broaching pile and pile forming method |
| CN206090538U (en) * | 2016-06-12 | 2017-04-12 | 江苏昌鑫基础工程有限公司 | Novel long spiral drilling filling pile pile jacking cap integrated construction device |
-
2016
- 2016-06-12 CN CN201610406132.3A patent/CN105862733A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005336702A (en) * | 2004-02-27 | 2005-12-08 | Hiromi Kuwahata | Ground excavator |
| NL1036834C2 (en) * | 2008-04-16 | 2009-10-19 | Noterman Putboringen | Pile driving method, involves sinking bush having a helical blade and spiral drill bit at different rotary speeds and then filling borehole with concrete as bush and bit are lifted out of ground |
| CN101709620A (en) * | 2009-12-22 | 2010-05-19 | 河南省三力机械制造有限公司 | Long screw drill and power head and drill rod thereof |
| CN201851002U (en) * | 2010-11-20 | 2011-06-01 | 威海市海泰起重机械有限公司 | PLC (Programmable Logic Controller) controlled frequency conversion pile driver |
| CN202117556U (en) * | 2011-03-01 | 2012-01-18 | 何庆林 | Auger driller for moulding concrete piles with different depth and shapes |
| CN202401961U (en) * | 2011-11-22 | 2012-08-29 | 河南省三力机械制造有限公司 | Long spiral deep hole drill |
| CN103615000A (en) * | 2013-12-18 | 2014-03-05 | 上海强劲地基工程股份有限公司 | Construction device of original-state earth-borrowing cast-in-place pile |
| CN203808865U (en) * | 2014-01-24 | 2014-09-03 | 中铁三局集团有限公司 | Drilling rod position limiting system of long spiral drilling machine |
| CN104963626A (en) * | 2015-06-17 | 2015-10-07 | 黄朝阳 | Long spiral drilling machine used for forming long spiral broaching pile and pile forming method |
| CN206090538U (en) * | 2016-06-12 | 2017-04-12 | 江苏昌鑫基础工程有限公司 | Novel long spiral drilling filling pile pile jacking cap integrated construction device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149714A (en) * | 2016-08-25 | 2016-11-23 | 陕西桩鑫建设工程有限公司 | Integration pile cover former and construction method |
| CN106351213A (en) * | 2016-08-25 | 2017-01-25 | 陕西桩鑫建设工程有限公司 | Forming device and construction process for reverse screw pile |
| CN106351213B (en) * | 2016-08-25 | 2017-06-30 | 陕西桩鑫建设工程有限公司 | A kind of reverse screw stake shaped device and molding construction technique |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160817 |