CN106149687A - Interlocking built pile manufactures device - Google Patents

Interlocking built pile manufactures device Download PDF

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Publication number
CN106149687A
CN106149687A CN201610521570.4A CN201610521570A CN106149687A CN 106149687 A CN106149687 A CN 106149687A CN 201610521570 A CN201610521570 A CN 201610521570A CN 106149687 A CN106149687 A CN 106149687A
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CN
China
Prior art keywords
recessed
arrangement
concrete
cylinder
motor
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Pending
Application number
CN201610521570.4A
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Chinese (zh)
Inventor
于洋
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610521570.4A priority Critical patent/CN106149687A/en
Publication of CN106149687A publication Critical patent/CN106149687A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • E02D5/187Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole

Abstract

A kind of interlocking built pile manufactures device, including recessed V-arrangement head rig and hexagon rig, manufactures multiple concrete recessed V-arrangement head stake of one the hexagonal piles distance in multiple intervals;The front and rear in spacing between each two recessed V-arrangement head stake, manufacture a concrete hexagonal piles with hexagonal piles rig respectively according to the working method of above-mentioned hexagonal piles rig, the piling wall of two mutual interlockings of concrete hexagonal piles before and after being thusly-formed between the recessed V-arrangement head stake of multiple concrete and each two recessed V-arrangement head stake, for gear soil, the antiseep on building basis.

Description

Interlocking built pile manufactures device
Technical field
The present invention relates to a kind of stake and manufacture device, the interlocking built pile manufacture dress used in a kind of foundation engineering Put.
Background technology
Soil cement rig be by the multiple drill bit of power drive rotate, multiple drill bits in rotation process by drill bit bottom Earth cutting with cement mortar stir into cement earth pile, be presently used for building basis gear soil, antiseep cement-soil pile all It is to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of interlocking group that can manufacture recessed V-arrangement head stake and hexagonal piles mutual interlocking formation combination piling wall Close stake wall-forming device.
The present invention is achieved through the following technical solutions:
A kind of interlocking built pile manufactures device, including recessed V-arrangement head rig and hexagon rig.
The structure of recessed V-arrangement head rig includes: mobile jib lower end is fixed in the middle of middle bar, and the front lower portion of middle bar is fixed on drilling rod The upper end of one, the lower end of drilling rod one is fixed with motor three, and the lower end output shaft of motor three is fixed with drill bit one;After middle bar The upper end of drilling rod two is fixed in end bottom, and the lower end of drilling rod two is fixed with motor four, and the lower end output shaft of motor four is fixed There is drill bit two;The middle left part of middle bar is fixed with left bar, and the upper end of left support is fixed in the left end bottom of left bar, and the lower end of left support is solid Determining in the middle of the shell of motor one, the front end output shaft of motor one is fixed with front recessed V-arrangement cylinder one, and the rear end of motor one is defeated Shaft is fixed with rear recessed V-arrangement cylinder one;The middle right part of middle bar is fixed with right bar, and the upper of right support is fixed in the right-hand member bottom of right bar End, in the middle of the shell of the lower end fixed motor two of right support, the front end output shaft of motor two is fixed with front recessed V-arrangement cylinder two, The rear end output shaft of motor two is fixed with rear recessed V-arrangement cylinder two;The surface of front recessed V-arrangement cylinder one and rear recessed V-arrangement cylinder one Surface be separately installed with multiple stirring knife;The surface of front recessed V-arrangement cylinder two and the surface of rear recessed V-arrangement cylinder two are separately installed with Multiple stirring knife.
Hexagon rig includes following structure: the upper end of the lower end fixed motor five of drilling rod three, motor five lower end sets Change speed gear box, the output shaft of change speed gear box lower end is had to be fixed with drill bit three;Behind the left end of change speed gear box, left back end, left front end, right-hand member, the right side End, right front ends export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a triangular knife respectively.
The present invention has a following feature:
The present invention can manufacture between the recessed V-arrangement head stake of multiple concrete and each two recessed V-arrangement head stake before and after two concrete six limits The piling wall of the mutual interlocking of shape stake, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed V-arrangement head rig;
Fig. 2 is the rearview of recessed V-arrangement head rig
Fig. 3 is the A A view of Fig. 1;
Fig. 4 is the B B view of Fig. 1;
Fig. 5 is the structural representation of hexagon rig;
Fig. 6 is the C C view of Fig. 5;
Fig. 7 is the cross-sectional view of the combination piling wall that recessed V-arrangement head stake is formed with the mutual interlocking of hexagonal piles.
In figure: 1, middle bar, 2, drilling rod one, 3, drilling rod two, 4, front recessed V-arrangement cylinder one, 5, front recessed V-arrangement cylinder two, 6, electronic Machine one, 7, motor two, 8, stirring knife, 9, rear recessed V-arrangement cylinder one, 10, rear recessed V-arrangement cylinder two, 11, output shaft, 12, mobile jib, 13, Left bar, 14, right bar, 15, left support, 16, right support, 17, motor three, 18, drill bit one, 19, motor four, 20, drill bit two;21、 Drilling rod three, 22, motor five, 23, change speed gear box, 24, drill bit three, 25, power transmission shaft, 26, triangular knife.
Detailed description of the invention
A kind of interlocking built pile wall-forming device, including recessed V-arrangement head rig and hexagon rig.
Recessed V-arrangement head rig includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, and concrete structure includes: mobile jib 12 lower end is fixed on In the middle of middle bar 1, the front lower portion of middle bar is fixed on the upper end of drilling rod 1, and the lower end of drilling rod one is fixed with motor 3 17, electronic The lower end output shaft of machine three is fixed with drill bit 1;The rear end lower of middle bar is fixed on the upper end of drilling rod 23, the lower end of drilling rod two Being fixed with motor 4 19, the lower end output shaft of motor four is fixed with drill bit 2 20;The middle left part of middle bar is fixed with left bar 13, the upper end of left support 15 is fixed in the left end bottom of left bar, in the middle of the shell of the lower end fixed motor 1 of left support, and motor The front end output shaft 11 of one is fixed with front recessed V-arrangement cylinder 1, and the rear end output shaft 11 of motor one is fixed with rear recessed V-arrangement cylinder One 9;The middle right part of middle bar is fixed with right bar 14, and the upper end of right support 16 is fixed in the right-hand member bottom of right bar, and the lower end of right support is solid Determining in the middle of the shell of motor 27, the front end output shaft 11 of motor two is fixed with front recessed V-arrangement cylinder 25, after motor two End output shaft 11 is fixed with rear recessed V-arrangement cylinder 2 10;The surface of front recessed V-arrangement cylinder one and the surface of rear recessed V-arrangement cylinder one are divided Multiple stirring knife 8 is not installed;The surface of front recessed V-arrangement cylinder two and the surface of rear recessed V-arrangement cylinder two are separately installed with multiple stirring Cutter 8.
The working method of recessed V-arrangement head rig is: during work, grouting pump by pipeline to the lower end of front recessed V-arrangement cylinder one, after The lower end of recessed V-arrangement cylinder one, the lower end of front recessed V-arrangement cylinder two, the lower end of rear recessed V-arrangement cylinder two and drill bit one, drill bit two Lower end be injected separately into water under high pressure, motor three, motor four drive the drill bit of its lower end to rotate respectively when working, motor one Front recessed V-arrangement cylinder one and rear recessed V-arrangement cylinder one is driven to rotate forward during work, recessed V-arrangement cylinder two He before driving when motor two works Rear recessed V-arrangement cylinder two inverts;Drill bit one, drill bit two in rotation process by the soil cutting of its lower end, front recessed V-arrangement cylinder one, Rear recessed V-arrangement cylinder one and front recessed V-arrangement cylinder two, rear recessed V-arrangement cylinder two in rotation by the soil cutting of its lower end;Front recessed V Left end is cut into former and later two recessed V-arrangements, front recessed V-arrangement cylinder two, rear recessed V-arrangement in rotation by shape cylinder one, rear recessed V-arrangement cylinder one Right-hand member is cut into former and later two recessed V-arrangements in rotation by cylinder two;The soil body cut is blended in mud, and water under high pressure is continuous Adding, mud constantly flows out to outside hole from hole, and mobile jib forms about one two ends during being pressed into downwards and is respectively provided with two The hole of individual recessed V-arrangement, casting concrete in this hole, produce concrete recessed V-arrangement head stake.
Hexagon rig includes the structure in Fig. 4, Fig. 5;Concrete structure is as follows: the lower end fixed motor five of drilling rod 3 21 The upper end of 22, motor five lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 3 24;A left side for change speed gear box End, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft is respectively Fix a triangular knife 26.
The specific works mode of hexagon rig is as follows: during work, grouting pump irrigates water under high pressure, motor five to drill bit three Driving change speed gear box operates, and change speed gear box drives drill bit three to rotate in operation process, drill bit three in rotary course by drill bit three times The soil cutting of end;Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, right front ends in operation process respectively Power transmission shaft drive triangular knife to rotate respectively, six triangular knifes in rotary course by the soil cutting at six angles;Cutting The soil body got off is blended in mud, and water under high pressure is continuously added, and mud constantly flows out to outside hole from hole, and drilling rod three had been pressed into Journey is formed the hexagonal hole of certain depth, casting concrete in this hexagonal hole, produce concrete hexagonal piles.
The convex V-arrangement of hexagonal piles coincide with the recessed V-arrangement at two ends, recessed V-arrangement head stake left and right.
The work process that recessed V-arrangement head rig manufactures interlocking piling wall with hexagon rig associated working is as follows: at needs pile The original position of axis, manufactures a recessed V-arrangement of concrete with recessed V-arrangement head rig according to the working method of above-mentioned recessed V-arrangement head rig Head stake, at this, the right side of recessed V-arrangement head stake, the distance of one hexagonal piles in interval remanufacture second concrete recessed V-arrangement head stake, as This manufactures multiple concrete recessed V-arrangement head stake of one the hexagonal piles distance in multiple intervals;Concrete when the recessed V-arrangement head stake on both sides Intensity reaches a timing, then front and rear in the spacing between each two recessed V-arrangement head stake, with hexagonal piles rig according to The working method of above-mentioned hexagonal piles rig manufactures a concrete hexagonal piles respectively, and the concrete hexagonal piles making front portion is left The convex V-arrangement head of end is fit to the anterior recessed V-arrangement head of the left side recessed V-arrangement head stake right-hand member, the convex V-arrangement of anterior concrete hexagonal piles right-hand member Head is fit to the recessed V-arrangement head that the right concrete recessed V-arrangement head stake left end is anterior, makes the convex V-arrangement of rear portion concrete hexagonal piles left end Head is fit to the recessed V-arrangement head at recessed V-arrangement head stake right-hand member rear portion, the left side, the convex V-arrangement head of rear portion concrete hexagonal piles right-hand member is fit to The recessed V-arrangement head at concrete recessed V-arrangement head stake left end rear portion, the right, is thusly-formed the recessed V-arrangement head stake of multiple concrete and the recessed V-arrangement of each two The piling wall of two mutual interlockings of concrete hexagonal piles before and after between head stake, for gear soil, the antiseep on building basis.

Claims (2)

1. interlocking built pile manufactures a device, including recessed V-arrangement head rig and hexagon rig, it is characterised in that:
The concrete structure of described recessed V-arrangement head rig includes: mobile jib (12) lower end is fixed in the middle of middle bar (1), under the front end of middle bar The upper end of drilling rod one (2) is fixed in portion, and the lower end of drilling rod one is fixed with motor three (17), and the lower end output shaft of motor three is solid Surely there is drill bit one (18);The rear end lower of middle bar is fixed on the upper end of drilling rod two (3), and the lower end of drilling rod two is fixed with motor four (19), the lower end output shaft of motor four is fixed with drill bit two (20);The middle left part of middle bar is fixed with left bar (13), left bar The upper end of left support (15) is fixed in left end bottom, in the middle of the shell of the lower end fixed motor one (6) of left support, before motor one End output shaft (11) is fixed with front recessed V-arrangement cylinder one (4), and the rear end output shaft (11) of motor one is fixed with rear recessed V-arrangement cylinder One (9);The middle right part of middle bar is fixed with right bar (14), and the upper end of right support (16) is fixed in the right-hand member bottom of right bar, right support In the middle of the shell of lower end fixed motor two (7), the front end output shaft (11) of motor two is fixed with front recessed V-arrangement cylinder two (5), The rear end output shaft (11) of motor two is fixed with rear recessed V-arrangement cylinder two (10);The surface of front recessed V-arrangement cylinder one and rear recessed V The surface of shape cylinder one is separately installed with multiple stirring knife (8);The surface of front recessed V-arrangement cylinder two and the table of rear recessed V-arrangement cylinder two Face is separately installed with multiple stirring knife (8);
The working method of described recessed V-arrangement head rig is: during work, grouting pump by pipeline to the lower end of front recessed V-arrangement cylinder one, after The lower end of recessed V-arrangement cylinder one, the lower end of front recessed V-arrangement cylinder two, the lower end of rear recessed V-arrangement cylinder two and drill bit one, drill bit two Lower end be injected separately into water under high pressure, motor three, motor four drive the drill bit of its lower end to rotate respectively when working, motor one Front recessed V-arrangement cylinder one and rear recessed V-arrangement cylinder one is driven to rotate forward during work, recessed V-arrangement cylinder two He before driving when motor two works Rear recessed V-arrangement cylinder two inverts;Drill bit one, drill bit two in rotation process by the soil cutting of its lower end, front recessed V-arrangement cylinder one, Rear recessed V-arrangement cylinder one and front recessed V-arrangement cylinder two, rear recessed V-arrangement cylinder two in rotation by the soil cutting of its lower end;Front recessed V Left end is cut into former and later two recessed V-arrangements, front recessed V-arrangement cylinder two, rear recessed V-arrangement in rotation by shape cylinder one, rear recessed V-arrangement cylinder one Right-hand member is cut into former and later two recessed V-arrangements in rotation by cylinder two;The soil body cut is blended in mud, and water under high pressure is continuous Adding, mud constantly flows out to outside hole from hole, and mobile jib forms about one two ends during being pressed into downwards and is respectively provided with two The hole of individual recessed V-arrangement, casting concrete in this hole, produce concrete recessed V-arrangement head stake;
The concrete structure of described hexagon rig is: the upper end of the lower end fixed motor 5 22 of drilling rod 3 21, motor five times End is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 3 24;The left end of change speed gear box, left back end, left front end, the right side End, right rear end, right front ends export a power transmission shaft 25 respectively, and the outer end of each power transmission shaft fixes a triangular knife 26 respectively;
The specific works mode of described hexagon rig is: during work, grouting pump irrigates water under high pressure to drill bit three, and motor five drives Dynamic change speed gear box operating, change speed gear box drives drill bit three to rotate in operation process, drill bit three in rotary course by drill bit three lower end Soil cutting;Change speed gear box drives left end, left back end, left front end, right-hand member, right rear end, right front ends in operation process respectively Power transmission shaft drives triangular knife to rotate respectively, six triangular knifes in rotary course by the soil cutting at six angles;Under cutting The soil body come is blended in mud, and water under high pressure is continuously added, and mud constantly flows out to outside hole from hole, and drilling rod three is being pressed into process The hexagonal hole of middle formation certain depth, casting concrete in this hexagonal hole, produce concrete hexagonal piles;
Described recessed V-arrangement head rig manufactures the work process of interlocking piling wall with described hexagon rig associated working: at needs pile The original position of axis, manufactures a recessed V-arrangement of concrete with recessed V-arrangement head rig according to the working method of above-mentioned recessed V-arrangement head rig Head stake, at this, the right side of recessed V-arrangement head stake, the distance of one hexagonal piles in interval remanufacture second concrete recessed V-arrangement head stake, as This manufactures multiple concrete recessed V-arrangement head stake of one the hexagonal piles distance in multiple intervals;Concrete when the recessed V-arrangement head stake on both sides Intensity reaches a timing, then front and rear in the spacing between each two recessed V-arrangement head stake, with hexagonal piles rig according to The working method of above-mentioned hexagonal piles rig manufactures a concrete hexagonal piles respectively, and the concrete hexagonal piles making front portion is left The convex V-arrangement head of end is fit to the anterior recessed V-arrangement head of the left side recessed V-arrangement head stake right-hand member, the convex V-arrangement of anterior concrete hexagonal piles right-hand member Head is fit to the recessed V-arrangement head that the right concrete recessed V-arrangement head stake left end is anterior, makes the convex V-arrangement of rear portion concrete hexagonal piles left end Head is fit to the recessed V-arrangement head at recessed V-arrangement head stake right-hand member rear portion, the left side, the convex V-arrangement head of rear portion concrete hexagonal piles right-hand member is fit to The recessed V-arrangement head at concrete recessed V-arrangement head stake left end rear portion, the right, is thusly-formed the recessed V-arrangement head stake of multiple concrete and the recessed V-arrangement of each two The piling wall of two mutual interlockings of concrete hexagonal piles before and after between head stake, for gear soil, the antiseep on building basis.
Interlocking built pile the most according to claim 1 manufacture device, it is characterised in that: the convex V-arrangement of described hexagonal piles with The recessed V-arrangement at two ends, described recessed V-arrangement head stake left and right coincide.
CN201610521570.4A 2016-07-06 2016-07-06 Interlocking built pile manufactures device Pending CN106149687A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610521570.4A CN106149687A (en) 2016-07-06 2016-07-06 Interlocking built pile manufactures device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610521570.4A CN106149687A (en) 2016-07-06 2016-07-06 Interlocking built pile manufactures device

Publications (1)

Publication Number Publication Date
CN106149687A true CN106149687A (en) 2016-11-23

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CN201610521570.4A Pending CN106149687A (en) 2016-07-06 2016-07-06 Interlocking built pile manufactures device

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2523203A1 (en) * 1982-03-10 1983-09-16 Inst Gorgono Dela Sib PNEUMATIC DEVICE WITH IMPULSE PERCUSSIVE ACTION
DE19950599A1 (en) * 1999-09-17 2001-03-22 Klemm Bohrtechnik Zweigniederl Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw
CN105586907A (en) * 2016-02-18 2016-05-18 宗琪 Circular-arc counterbored trapezoidal composite pile manufacturing device
CN105672296A (en) * 2016-03-04 2016-06-15 韩希鹏 Inserting and buckling device for regular hexagonal piles and rectangular piles
CN105714789A (en) * 2016-02-18 2016-06-29 黄一飞 V-shaped pile manufacturing device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2523203A1 (en) * 1982-03-10 1983-09-16 Inst Gorgono Dela Sib PNEUMATIC DEVICE WITH IMPULSE PERCUSSIVE ACTION
DE19950599A1 (en) * 1999-09-17 2001-03-22 Klemm Bohrtechnik Zweigniederl Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw
CN105586907A (en) * 2016-02-18 2016-05-18 宗琪 Circular-arc counterbored trapezoidal composite pile manufacturing device
CN105714789A (en) * 2016-02-18 2016-06-29 黄一飞 V-shaped pile manufacturing device
CN105672296A (en) * 2016-03-04 2016-06-15 韩希鹏 Inserting and buckling device for regular hexagonal piles and rectangular piles

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Application publication date: 20161123