CN105569560B - A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction - Google Patents

A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction Download PDF

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Publication number
CN105569560B
CN105569560B CN201610048428.2A CN201610048428A CN105569560B CN 105569560 B CN105569560 B CN 105569560B CN 201610048428 A CN201610048428 A CN 201610048428A CN 105569560 B CN105569560 B CN 105569560B
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China
Prior art keywords
power head
full
drill rod
long screw
sleeve
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CN201610048428.2A
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CN105569560A (en
Inventor
李福连
李连方
陶灵聪
尚伟
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Zhejiang Hong Chen Construction Co Ltd
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Zhejiang Hong Chen Construction Co Ltd
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    • 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
    • E21B3/00Rotary drilling
    • E21B3/02Surface drives for rotary drilling
    • 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
    • E02D5/36Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
    • 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
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • 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
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0023Cast, i.e. in situ or in a mold or other formwork
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0038Production methods using an auger, i.e. continuous flight type

Abstract

The invention discloses a kind of a full set of tubular type long auger stake machine and construction methods, this machine includes upper power head (4), first hoist (5), the first traction rope (6), lower power head (8), second hoist (9) and the second traction rope (10), upper power head (4) and lower power head (8) are slidably matched with mainmast (2), first hoist (5) is connect through the first traction rope (6) with upper power head (4), and long screw drill rod (3) is fixed with upper power head (4);Second hoist (9) is connect through the second traction rope (10) with lower power head (8), and lower power head (8) is equipped with a full-sleeve (12);The key of the construction method be long screw drill rod (3) and full-sleeve (12) two power heads (4) drive it is lower synchronize rotate into the soil body.This machine and construction method will not collapse hole, will not water burst, avoid cement mortar from being lost in.

Description

A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction
Technical field
The present invention relates to the piling Technologies in field of civil engineering, are especially a kind of a full set of tubular type long auger Stake machine and the method for utilizing the ram machine construction full set tubular type long auger guncreting pile.
Background technology
With the development of national economic development and the progress of piling Technology, the pile foundation of soft soil foundation is also increasingly Extensively.In the bored concrete pile type of existing pile foundation technology, long auger guncreting pile is not necessarily to mud off, without squeezing soil due to having Effect, environment protecting are good, penetration power is strong, high efficient construction, obtain promotion and application more and more.
Long auger guncreting pile is by long auger stake machine pore-forming.The long auger stake machine of the prior art includes Chassis, mainmast, long screw drill rod, power head, hoist engine, traction rope and pumping concrete auxiliary device, mainmast are fixed on chassis On, power head is slidably matched with mainmast, and mast top is equipped with fixed pulley, and hoist engine connect with traction rope one end, traction rope around The other end for crossing fixed pulley and traction rope is fixed with power head, and long screw drill rod is fixed on power head lower end, and pumping concrete is attached to be set Standby conveying pipeline is connected to the core pipe of long screw drill rod, and valve is equipped at the drill bit of core pipe bottom end.Hoist engine winds or loosens Traction rope so that power head drives long screw drill rod to rise or fall.The long spire is call general in industry, refers to brill From top to bottom all equipped with helical blade on the outer circumference surface of the core pipe of bar.
Work progress using traditional stake machine is:Power head drives drilling rod rotation to drill downwards, and the soil body is by spiral in hole Blade, which pushes up, moves to ground, and after drilling reaches designed elevation, concrete material is conveyed into drilling rod core pipe by pumping concrete auxiliary device, Core pipe bottom end valve is opened in realization device to hole under concrete material Gravitative Loads and fills concrete, and drilling rod is promoted while pumping concrete, until boring Head point reaches earth's surface, is finally inserted steel reinforcement cage pile.
It the stake machine of the prior art and is had the following defects using the method for this machine bored pile:1, drilling machine in miscellaneous fill and It is easy collapse hole when being crept into the higher soil layer of level of ground water, and surrounding soil is easy the water burst into hole, moreover fills concrete into hole When concrete material in cement mortar is readily permeable causes to be lost in the surrounding soil body;2, the process of steel reinforcement cage is inserted into it is difficult to ensure that is inserted into is vertical Degree, steel reinforcement cage are easy to insert partially, cause the concrete cover thickness deviation around steel reinforcement cage big.
Invention content
The invention solves a technical problem be to provide one kind and bore in miscellaneous fill and the higher soil layer of level of ground water Into when, will not collapse hole, will not water burst, cement mortar when avoiding filling concrete in concrete material be lost in the soil body, and can guarantee insertion steel reinforcement cage When do not insert inclined a full set of tubular type long auger stake machine.
The technical solution of the present invention is to provide a kind of a full set of tubular type long auger stake machine, it include chassis, Mainmast, long screw drill rod, upper power head, first hoist and the first traction rope, mainmast are fixed on chassis, upper power head Be slidably matched with mainmast, mainmast be equipped with the first fixed pulley group, one end of the first traction rope connect with first hoist and The other end is fixed around the first fixed pulley group with upper power head, and long screw drill rod is fixed with upper power head;Under this machine further includes Power head, second hoist and the second traction rope, mainmast are additionally provided with the second fixed pulley group, and lower power head is also slidably fitted in master On mast, and one end of the second traction rope connect the other end with second hoist and consolidates around the second fixed pulley group and lower power head Fixed, lower power head is removable to be connected with a full-sleeve concentric with long screw drill rod, and lower power head is equipped with drilling rod via, long Auger stem passes through drilling rod via to be inserted into full-sleeve.
The invention solves another technical problem be to provide one kind in miscellaneous fill and the higher soil layer of level of ground water When drilling, will not collapse hole, will not water burst, the cement mortar of concrete material is lost in the soil body when avoiding filling concrete, and can guarantee insertion steel reinforcement cage When do not insert a full set of tubular type long auger guncreting pile of inclined construction method.
Another technical solution of the present invention is to provide a kind of side of a full set of tubular type long auger guncreting pile of construction Method, step include:
A, a full set of tubular type long auger stake machine is in place, so that the drill bit of long screw drill rod is directed at pile foundation center, and correct The verticality of long screw drill rod and its concentricity with full-sleeve;
B, long screw drill rod drives lower to soil body drilling in upper power head, and full-sleeve drives lower and long spiral shell in lower power head Rotary drill bar synchronous rotary sinks to the soil body, and during synchronous sinking, drill bit is lower than full-sleeve;Long screw drill rod drilling process In, the soil body rises at lower power head along the helical blade of long screw drill rod and is discharged;
C, after the drill bit of long screw drill rod reaches bottom hole projected depth, core of the pumping concrete auxiliary device through long screw drill rod Then pipe pump concrete, and continue 20s or more continues pumping, guncreting on one side rotating the while of pulling up long screw drill rod, Until the drill bit of long screw drill rod is lifted higher than the position of design of pile top absolute altitude, pressure filling process terminates;
D, the connection for unclamping lower power head and full-sleeve makes the two be detached from, and full-sleeve is stayed in stake position, then by stake Machine is removed so that empty accessible above stake position;
E, steel reinforcement cage is inserted into the concrete of stake position with joint bar device;
F, vibrating bin is hung with loop wheel machine, vibrating bin is moved at the top of stake position, vibrating bin and full-sleeve are connected and fixed, then Full-sleeve is extracted while vibrating.
Full set tubular type long auger stake machine of the invention and utilize the ram machine construction full set tubular type long auger guncreting pile Method compared with prior art, has the following advantages and effect.
First, during being bored under long screw drill rod, full-sleeve synchronizes, that is to say, that full-sleeve is drill-through under Always play the role of retaining wall in journey, collapse hole when this just effectively prevents creeping into miscellaneous fill and the higher soil layer of level of ground water Situation, and the water of the soil body is obstructed by full-sleeve outside hole, has also just prevented water burst in hole;Equally, in the mistake of guncreting Cheng Zhong, full-sleeve are avoided that the soil body penetration to outside hole of the cement mortar in hole, the cement mortar for avoiding concrete material are lost in the soil body;Condition And since the top of full-sleeve is above ground level, guiding role can be played when being inserted into steel reinforcement cage, it is ensured that steel reinforcement cage is aligned in full-sleeve The heart i.e. align piles position center, the shape for preventing the concrete cover of steel reinforcement cage caused by being inserted partially due to steel reinforcement cage in uneven thickness Condition.
Description of the drawings
Fig. 1 is the positive structure diagram of a full set of tubular type long auger stake machine of the invention.
Fig. 2 is facing structure of the method for a full set of tubular type long auger guncreting pile of present invention construction when being inserted into steel reinforcement cage Schematic diagram.
Fig. 3 is facing structure of the method for a full set of tubular type long auger guncreting pile of present invention construction when extracting full-sleeve Schematic diagram.
As shown in the figure 1, chassis, 2, mainmast, 3, long screw drill rod, 4, upper power head, 5, first hoist, 6, first leads Messenger, the 7, first fixed pulley, 8, lower power head, 9, second hoist, the 10, second traction rope, the 11, second fixed pulley, 12, a full set of Pipe, 13, drilling rod via, 14, steel reinforcement cage, 15, loop wheel machine, 16, shake table, 17, power transmission steel pipe, 18, crane arm, 19, vibrating bin.
Specific implementation mode
The invention will be further described in the following with reference to the drawings and specific embodiments.
As shown in Figure 1, present invention full set tubular type long auger stake machine, it includes chassis 1, mainmast 2, long screw drill rod 3, upper power head 4, first hoist 5, the first traction rope 6, lower power head 8, second hoist 9 and the second traction rope 10.Mainmast Bar 2 is fixed on chassis 1, and 2 top of mainmast is equipped with the first fixed pulley group 7 and the second fixed pulley group 11, and two pulley blocks are all provided with There are former and later two pulleys, two pulleys of the first fixed pulley group 7 occupy the side of second 11 two pulleys of fixed pulley group, such Design mutually staggers convenient for the first traction rope 6 with the second traction rope 10.
Upper power head 4 and lower power head 8 are slidably matched with mainmast 2, specifically, upper power head 4 and lower power head 8 Inside be respectively and fixedly provided with anchor ear, and vertical guide rail is fixed on mainmast 2, anchor ear is movably combined on guide rail, in this way, two Power head and mainmast 2 are free to slide.First hoist 5 and second hoist 9 are each attached on chassis 1.First traction rope 6 One end connect with first hoist 5 and the other end of the first traction rope 6 around the first fixed pulley group 7 former and later two pulleys with it is upper Power head 4 is fixed;One end of second traction rope 10 is connect with second hoist 9 and the other end of the second traction rope 10 bypasses second Former and later two pulleys of fixed pulley group 11 are fixed with lower power head 8.Lower power head 8 is bigger than 4 volume of upper power head, the second traction rope 10 occupy 6 side of the first traction rope again, thus it is ensured that two traction ropes can be connect with corresponding power head and two are led Messenger mutually staggers, it is ensured that the normal lifting of two power heads.
Long screw drill rod 3 is fixed with upper power head 4.Lower power head 8 is removable be connected with one it is concentric with long screw drill rod 3 Full-sleeve 12, i.e. the axis of full-sleeve 12 and the axis of long screw drill rod 3 be located along the same line.Lower power head 8 is equipped with Drilling rod via 13, long screw drill rod 3 pass through drilling rod via 13 to be inserted into full-sleeve 12, and the internal diameter of full-sleeve 12 compares long screw drill rod 3 big 20mm of outer diameter or so.Chassis 1 is equipped with clump weight.The core pipe of the conveying pipeline and long screw drill rod 3 of pumping concrete auxiliary device Connection, core pipe bottom end is the valve exported for concrete material.
As shown in Figure 1, Figure 2, Figure 3 shows, the method for a full set of tubular type long auger guncreting pile of present invention construction, step is such as Under.
A, a full set of tubular type long auger stake machine is in place, so that the drill bit of long screw drill rod 3 is directed at pile foundation center, and correct The verticality of long screw drill rod 3 and the concentricity of long screw drill rod 3 and full-sleeve 12.
B, first hoist 5 is driven, declines and starts upper power head 4 so that long screw drill rod 3 drives in upper power head 4 It is lower to be crept into the soil body.Second hoist 9 is driven, declines and starts lower power head 8 so that full-sleeve 12 drives in lower power head 8 Lower and 3 synchronous rotary of long screw drill rod sinks to the soil body, and during synchronous sinking, the drill bit of 3 bottom end of long screw drill rod is than complete Low 300m in 12 bottom end of casing or so;In 3 drilling process of long screw drill rod, the soil body rises along the helical blade of long screw drill rod 3 It is discharged to lower power head 8;Synchronization is transported the soil body of accumulation using excavator in time.
C, the drill bit of long screw drill rod 3 not carry above at once after reaching bottom hole projected depth, but wait pumping concretes attached Core pipe of the equipment through long screw drill rod 3 pump concrete and continues 20s or more into hole, and then just rotation pulls up long spire on one side Drilling rod 3 continues pumping, guncreting on one side, until the drill bit of long screw drill rod 3 is lifted higher than design of pile top absolute altitude 1m More than, coagulation soil pressure fills process and terminates.
D, the connection for unclamping lower power head 8 and full-sleeve 12 makes the two be detached from, and full-sleeve 12 is stayed in stake position, a full set of 12 top of pipe is above the ground level 1m or so, then removes stake machine so that empty accessible above stake position.
E, steel reinforcement cage 14 is inserted into the concrete of stake position with joint bar device.Specifically, joint bar device includes shake table 16 and passes Power steel pipe 17 first binds or is welded steel reinforcement cage 14 in special binding platform;Again shake table is sling with the crane arm 18 of loop wheel machine 15 16 and power transmission steel pipe 17, and power transmission steel pipe 17 is inserted into 14 bottom end of steel reinforcement cage, and 14 upper end of steel reinforcement cage is connect with shake table 16, And power transmission steel pipe 17 and the cone of steel reinforcement cage 14 are resisted;It is moved into again at the top of stake position, the vibration of steel reinforcement cage 14 is sunk to Stake position concrete base;It dismantles again the connection of steel reinforcement cage 14 and shake table 16, power transmission steel pipe 17 is extracted in vibration.
F, hang vibrating bin 19 with the crane arm 18 of loop wheel machine 15, vibrating bin 19 moved at the top of stake position, by vibrating bin 19 with 12 upper end of full-sleeve is connected and fixed, and full-sleeve 12 is then extracted while vibrating.Above-mentioned full-sleeve 12 can be in next stake Position recycles.

Claims (1)

1. a kind of method of a full set of tubular type long auger guncreting pile of construction, this method is using a full set of tubular type long auger stake Machine, this machine include chassis (1), mainmast (2), long screw drill rod (3), upper power head (4), first hoist (5) and first Traction rope (6), mainmast (2) are fixed on chassis (1), and upper power head (4) is slidably matched with mainmast (2), on mainmast (2) Equipped with the first fixed pulley group (7), one end of the first traction rope (6) is connect with first hoist (5) and the other end is fixed around first Pulley blocks (7) are fixed with upper power head (4), and long screw drill rod (3) is fixed with upper power head (4);This machine further includes lower power Head (8), second hoist (9) and the second traction rope (10), mainmast (2) are additionally provided with the second fixed pulley group (11), lower power head (8) be also slidably fitted on mainmast (2), one end of the second traction rope (10) connect with second hoist (9) and the other end around It is fixed with lower power head (8) to cross the second fixed pulley group (11), lower power head (8) is removable to be connected with one and long screw drill rod (3) concentric full-sleeve (12), lower power head (8) are equipped with drilling rod via (13), and long screw drill rod (3) passes through drilling rod via (13) it is inserted into full-sleeve (12);It is characterized in that, this approach includes the following steps:
A, a full set of tubular type long auger stake machine is in place, so that the drill bit of long screw drill rod (3) is directed at pile foundation center, and correct length The verticality of auger stem (3) and its concentricity with full-sleeve (12);
B, long screw drill rod (3) drives lower to soil body drilling in upper power head (4), and full-sleeve (12) drives in lower power head (8) Lower and long screw drill rod (3) synchronous rotary is set to sink to the soil body, during synchronous sinking, drill bit is lower than full-sleeve (12);It is long In auger stem (3) drilling process, the soil body rises at lower power head (8) along the helical blade of long screw drill rod (3) and is discharged;
C, after the drill bit of long screw drill rod (3) reaches bottom hole projected depth, pumping concrete auxiliary device is through long screw drill rod (3) Core pipe pump concrete, and continue 20s or more, then on one side rotating, the while of pulling up long screw drill rod (3), continues pumping, pressure fills mixed Solidifying soil, until the drill bit of long screw drill rod (3) is lifted higher than design of pile top elevation location, pressure filling process terminates;
D, the connection for unclamping lower power head (8) and full-sleeve (12) makes the two be detached from, and full-sleeve (12) is stayed in stake position, so Stake machine is removed afterwards so that empty accessible above stake position;
E, steel reinforcement cage (14) is inserted into the concrete of stake position with joint bar device;
F, vibrating bin (19) is hung with loop wheel machine (15), vibrating bin (19) is moved at the top of stake position, by vibrating bin (19) and full-sleeve (12) it is connected and fixed, full-sleeve (12) is then extracted while vibrating.
CN201610048428.2A 2016-01-25 2016-01-25 A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction Active CN105569560B (en)

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CN106149684A (en) * 2016-06-23 2016-11-23 上海腾尚基础工程有限公司 A kind of full-sleeve long screw auger drilling deposited pile construction method
CN106812475A (en) * 2016-12-09 2017-06-09 云南省建筑科学研究院 A kind of turnable Simple water pile rotary drilling rig in chassis
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CN112302003A (en) * 2020-10-23 2021-02-02 浙江迅犀建设有限责任公司 Construction method of large-diameter long spiral full-casing pressure-grouting pile for sludge stratum
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2330701Y (en) * 1998-02-27 1999-07-28 中国建筑科学研究院地基基础研究所 Vibratory cast pile machine for long spiral drilled hole
CN2581509Y (en) * 2002-04-01 2003-10-22 曹兴明 Three-purpose pile driver for drilling, vibration extracting and vibration tamping foundation large head pile
CN1944939A (en) * 2006-11-09 2007-04-11 北京东方泰晟基础机械技术有限公司 Separable driving type sleeve screw drilling rig and its construction method
CN102828690A (en) * 2012-09-20 2012-12-19 瑞安市八达工程机械有限公司 Walking dual-swing downhole drill
CN104088285A (en) * 2014-07-24 2014-10-08 上海强劲地基工程股份有限公司 Method for constructing cement soil mixing pile and concrete pile meshed foundation pit supporting structure
CN205277294U (en) * 2016-01-25 2016-06-01 宁波鸿晨建设有限公司 A complete set of tubular long spiral drilled stake machine

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2330701Y (en) * 1998-02-27 1999-07-28 中国建筑科学研究院地基基础研究所 Vibratory cast pile machine for long spiral drilled hole
CN2581509Y (en) * 2002-04-01 2003-10-22 曹兴明 Three-purpose pile driver for drilling, vibration extracting and vibration tamping foundation large head pile
CN1944939A (en) * 2006-11-09 2007-04-11 北京东方泰晟基础机械技术有限公司 Separable driving type sleeve screw drilling rig and its construction method
CN102828690A (en) * 2012-09-20 2012-12-19 瑞安市八达工程机械有限公司 Walking dual-swing downhole drill
CN104088285A (en) * 2014-07-24 2014-10-08 上海强劲地基工程股份有限公司 Method for constructing cement soil mixing pile and concrete pile meshed foundation pit supporting structure
CN205277294U (en) * 2016-01-25 2016-06-01 宁波鸿晨建设有限公司 A complete set of tubular long spiral drilled stake machine

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Address after: 315032, a third building, three Xinqiao Road, Jiangbei District, Zhejiang, Ningbo, 106

Applicant after: Zhejiang Hong Chen Construction Co., Ltd.

Address before: 315042 Zhejiang province Ningbo City Jiangdong District Road No. 984 Min'an

Applicant before: Ningbo Hong Chen Construction Company Limited

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