CN101761081A - Construction method and equipment of holding and pressing type static-pressure driven cast-in-place pile - Google Patents
Construction method and equipment of holding and pressing type static-pressure driven cast-in-place pile Download PDFInfo
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- CN101761081A CN101761081A CN201010003307A CN201010003307A CN101761081A CN 101761081 A CN101761081 A CN 101761081A CN 201010003307 A CN201010003307 A CN 201010003307A CN 201010003307 A CN201010003307 A CN 201010003307A CN 101761081 A CN101761081 A CN 101761081A
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Abstract
The invention relates to a construction method of a holding and pressing type static-pressure driven cast-in-place pile by adopting a holding and pressing type static-pressure immersed tube pile machine. The machine comprises a machine body, a pile hanging mechanism, a walking mechanism, a control device and a side holding type pile clamping and pressing mechanism, wherein the side holding type pile clamping and pressing mechanism is connected with a pile clamping box sliding up and down along a slide rail through a pile pressing oil cylinder by a pile pressing frame, a pile clamping oil cylinder is arranged in the pile clamping box and connected with a clamping block for clamping a pile tube, and the pile clamping box is elastically connected with a concrete jolt ramming mechanism. The construction method comprises the following steps of: immersing the pile tube to an underground designed elevation part in a holding and pressing mode from the side face of the pile tube; primarily pouring concrete to an elevation part at the bottom of a reinforcing steel bar cage; then putting the reinforcing steel bars into a pile tube hole; and pouring concrete to the top of the reinforcing steel bar cage, wherein during pulling the pile tube, the concrete in the pile hole is jolt rammed while the pile tube is pulled. The invention has the advantages of no vibration, no noise and no oily fume environmental pollution, and the length of the pile tube is not limited by the height of the pile pressing frame.
Description
Technical field
The present invention relates to concrete pile construction method and construction machinery thereof in a kind of building foundation engineering technology, particularly a kind of hugging pressure type static-pressure driven cast-in-place pile job practices and equipment
Background technology
In deep foundation engineering all over the world, pile foundation is main means, and most widely used in pile foundation be cast-in-place concrete pile.Castinplace pile can adapt to the variation on various stratum, need not pile extension, can bear bigger vertical load, also can bear bigger horizontal loading, and can embed the stratum certain depth, and its anti-seismic performance is also better, and sedimentation simultaneously is also little, can prevent differential settlement.In known technology, the existing concrete tube-sinking cast-in-situ pile adopts the job practices of top pressing type hammering, vibration or vibratory impulse usually.Corresponding apparatus adopts top pressing type to roll tubular type hammer hidden pipe pile machine and top pressing type rolls tubular type vibration sinking tube pile driver.The job practices of existing top pressing type concrete pipe sinking cast-in-place pile and the defective of equipment are: because these method and apparatus can produce very big vibration force, noise and fume pollution in work progress, destroy pile body soil structures on every side, influence the safety and the peripheral ecological environment of adjacent architectural object.
Summary of the invention
Purpose of the present invention overcomes the defective of prior art, and a kind of static pressure, immersed tube concrete pile construction method that does not have construction vibration, noise and fume pollution is provided; The present invention also provides this job practices required static pressure, immersed tube stake machine.
The technical solution used in the present invention is hugging pressure type static-pressure driven cast-in-place pile job practices and equipment, its equipment is a kind of hugging pressure type static pressure, immersed tube stake machine, mainly comprise fuselage, folder stake and piling mechanism, pile hoist crane, walking mechanism, manipulation device, the folder stake is that side is embraced stake of formula folder and piling mechanism with piling mechanism, it is fixed on the fuselage by the piling frame, there is vertical slide rail piling frame inboard, be equipped with on the slide rail along the upper and lower pile clamping box that slides of slide rail, the piling frame connects pile clamping box through the piling oil cylinder, folder stake oil cylinder is housed in the pile clamping box connects grip block, clamping stake pipe; The pile clamping box resilient connection has concrete jolt ramming mechanism.
Vibrator is equipped with separately by each distinguish of counting lobe articulated type vibrator seat in concrete jolt ramming mechanism, and each distinguish is connected by the pile holding oil cylinder.
Walking mechanism adopts all-hydraulic walking mechanism.
Hugging pressure type static-pressure driven cast-in-place pile job practices adopts above-mentioned hugging pressure type static pressure, immersed tube ram machine construction, mainly comprises the pile sinking pipe, inserts reinforcing cage, concrete perfusion, all operations of tube drawing pile:
(1) pile sinking plumber preface: adopt from stake pipe side to embrace the mode pile sinking pipe of piling pipe, handle the folder stake oil cylinder and the piling oil cylinder of hugging pressure type static pressure, immersed tube stake machine, adopt embrace the pressure mode with the stake pipe be pressed into down to design bearing stratum, i.e. design elevation place;
(2) first watering concrete operation: when length of reinforcing cage that castinplace pile disposed does not need to reach a pore bottom, need just concrete placing absolute altitude place at the bottom of the reinforcing cage;
(3) place reinforcing cage and concrete perfusion operation: after reinforcing cage was put into a pore, concrete perfusion to reinforcing cage pushed up again;
(4) tube drawing pile operation: handle the folder stake and pull up the stake pipe, handle the pile holding oil cylinder simultaneously and make the vibrator seat hold the stake pipe tightly, and start vibrator, pull up stake while vibrate and manage, make that concrete obtains jolt ramming in the hole with piling mechanism.
Advantage of the present invention is: compare with the hammering of prior art top pressing type, vibration or the immersed tube bored pile construction method of vibratory impulse and equipment thereof, the fume pollution of friction of the present invention, noise pollution, no diesel machine, sink stake length of tube is not subjected to a restriction of machine piling frame height, and but sink is than the large diameter pile pipe, the hydraulic walking mechanism that is adopted, make pile press move flexibly, quick and convenient during to the stake position.Simple to operate, shorten unproductive time, improve work efficiency, also alleviated operative employee's labour intensity simultaneously.
Description of drawings
Fig. 1 is a hugging pressure type static pressure, immersed tube stake machine general structure schematic diagram of the present invention
Fig. 2 is that side is embraced the stake of formula folder and piling mechanism and concrete jolt ramming mechanism structure principle chart
Fig. 3 is the cross-sectional structure principle chart of Pile holding mechanism
Fig. 4 is a concrete jolt ramming mechanism structure principle chart
Fig. 5 is the main working procedure schematic diagram of hugging pressure type static-pressure driven cast-in-place pile job practices of the present invention
The specific embodiment
The present invention further specifies as follows in conjunction with specific embodiments:
A kind of hugging pressure type static-pressure driven cast-in-place pile job practices, the equipment that this method adopted is a kind of hugging pressure type static pressure, immersed tube stake machine, its general structure is referring to accompanying drawing 1, mainly comprise manipulation device 1, fuselage 2, walking mechanism 3, pile hoist crane 4, with folder stake and piling mechanism 5, the folder stake is that side is embraced stake of formula folder and piling mechanism with piling mechanism 5, referring to accompanying drawing 2, it is vertically fixed on the fuselage 2 by piling frame 9, there is vertical slide rail piling frame 9 inboards, be equipped with on the slide rail along on the slide rail, the pile clamping box 10 that slides down, piling frame 9 connects with pile clamping box 10 through piling oil cylinder 8, and the cylinder body of piling oil cylinder 8 is fixed on the piling frame 9, and the piston-rod lower end of piling oil cylinder 8 connects with pile clamping box 10, folder stake oil cylinder 11 is housed in the pile clamping box 10, folder stake oil cylinder 11 connects grip block 12, and clamping stake pipe 7 is referring to accompanying drawing 3.
Hugging pressure type static-pressure driven cast-in-place pile job practices of the present invention is to adopt above-mentioned hugging pressure type static pressure, immersed tube ram machine construction, mainly comprises the pile sinking pipe, inserts reinforcing cage, concrete perfusion, all operations of tube drawing pile, and referring to accompanying drawing 5, concrete implementation step is:
A), pile-forming machine perching: hugging pressure type static pressure, immersed tube stake machine is transported to the building site debug, operation pile hoist crane 4 is inserted in stake pipe 7 in the pile clamping box body 10, and operation folder stake oil cylinder 11 stretches out it again, drives the clamping that grip block 12 is realized stake pipe 7; Operate all-hydraulic walking mechanism 3, the order of walking mechanism by four supporting leg hoist cylinders and long and short shipping agency cooperates, and observes the omnirange level gauge that is contained on the operating desk panel, realize fast the leveling of stake machine with to stake;
B), pile sinking pipe: operate the expanding-contracting action of the folder stake oil cylinder 11 of hugging pressure type static pressure, immersed tube stake machine, to drive the folder stake and a pine function of grip block 12 realizations to stake pipe 7; The expanding-contracting action of operation piling oil cylinder 8 is to drive its falling-rising.Order by aforementioned operation cooperates, and can utilize and embrace the pressure mode is the design elevation place down to the design bearing stratum with stake pipe 7 with being pressed into;
C), first concrete placing: if when perfusion configuration reinforcement cage 16 length do not need to reach at the bottom of the hole, concrete should be irritated absolute altitude at the bottom of the cage earlier for the first time.This moment, hoisting mechanism 4 was placed in charging hopper in the stake pipe 7, and then concrete lifting hopper will be housed pour concrete in charging hopper, and concrete is inserted stake pipe 7 under the guiding of funnel;
D), place reinforcing cage, concrete perfusion: the pile hoist crane 4 of operation hugging pressure type static pressure, immersed tube stake machine is mentioned reinforcing cage 16 and is put into stake pipe 7, slings concrete lifting hopper is housed manages 7 concrete placings to a stake top mark height, i.e. reinforcing cage top to stake again;
E), tube drawing pile: can realize extracting of stake pipe 7 on the contrary with above-mentioned pile sinking pipe step b) operating sequence, when a pile pulling stroke finishes, the pile holding mechanism that utilization is installed in K position shown in the accompanying drawing 2 realizes holding tightly of stake pipe 7, perhaps utilize loop wheel machine that stake pipe 7 is hung, thereby make in 11 pine stakes of folder stake oil cylinder and pile clamping box 10 declines stake pipe 7 not landings again when preparing next pile pulling stroke.Operation pile holding oil cylinder 15 is flexible in the pile pulling process, realizes pine stake and folder stake to stake pipe 7, starts vibrator 13, pull out while shaking, thereby make the concrete of stake obtain jolt ramming, extract the sleeve pipe pile, operate the extremely next station construction of all-hydraulic walking mechanism's fast moving complete machine then.
Noise and vibration force that the present invention has solved the job practices of existing concrete tube-sinking cast-in-situ pile and construction machinery thereof effectively are big, and oil smoke problem that environment is polluted.Showing compared with prior art, do not have problems such as noise that hammering or vibration sinking tube bring, vibration, fume pollution during construction through test for several times is on probation, be adapted at round-the-clock job in densely populated urban district and the architectural complex, is a kind of environmental protection base construction equipment; Adopt all-hydraulic walking mechanism, utilize four supporting leg hoist cylinders and long and short shipping agency to walk mechanism, can realize stake machine self fast, shift flexibly, convenient and swift to stake, simple to operate, can shorten the construction subsidiary operation time greatly, alleviate working strength of workers; Adopt hugging pressure type static pressure, immersed tube mode, be not subjected to the restriction of the pile frame column height of construction stake machine, pipe-connecting modes such as employing screw thread can realize that theoretically immersed tube is infinitely dark; Adopt hammering or vibration sinking tube mode, the stake of stake footpath more than diameter 480mm can't be constructed, and adopts the static pressure construction, then stake directly can be expanded to about 900mm, greatly improved bearing capacity of single pile, extended the scope of application of tube-sinking cast-in-situ pile; The pressure overall process shows by pressure meter, and the bearing capacity of static pressure, immersed tube stake is come into plain view, and control extremely easily is difficult for producing constriction, broken pile simultaneously, hangs constructional deficiency such as pin stake.
Claims (4)
1. hugging pressure type static pressure, immersed tube stake machine, mainly comprise fuselage, folder stake and piling mechanism, pile hoist crane, walking mechanism, manipulation device, it is characterized in that its folder stake and piling mechanism are that side is embraced stake of formula folder and piling structure, it is vertically fixed on the fuselage by the piling frame, there is vertical slide rail piling frame inboard, the pile clamping box that slides up and down along slide rail is housed on the slide rail, and the piling frame connects pile clamping box through the piling oil cylinder; Folder stake oil cylinder is housed in the pile clamping box, and folder stake oil cylinder connects grip block, clamping stake pipe; The pile clamping box resilient connection has concrete jolt ramming mechanism.
2. hugging pressure type static pressure, immersed tube stake machine according to claim 1 is characterized in that concrete jolt ramming mechanism is equipped with a vibrator on each distinguish by number lobe articulated type vibrator seats separately, and each distinguish connects through the pile holding oil cylinder.
3. hugging pressure type static pressure, immersed tube stake machine according to claim 1 is characterized in that walking mechanism adopts all-hydraulic walking mechanism.
4. hugging pressure type static-pressure driven cast-in-place pile job practices adopts the described hugging pressure type static pressure, immersed tube of claim 1 ram machine construction, mainly comprises the pile sinking pipe, inserts reinforcing cage, concrete perfusion, all operations of tube drawing pile, it is characterized in that:
(1) pile sinking plumber preface: adopt from stake pipe side to embrace the mode pile sinking pipe of piling pipe, handle the folder stake oil cylinder and the piling oil cylinder of hugging pressure type static pressure, immersed tube stake machine, with the stake pipe be pressed into down to design bearing stratum, i.e. design elevation place;
(2) first watering concrete operation: when length of reinforcing cage that castinplace pile disposed does not need to reach a pore bottom, need just concrete placing absolute altitude place at the bottom of the reinforcing cage;
(3) place reinforcing cage and concrete perfusion operation: after reinforcing cage was put into a pore, concrete perfusion to reinforcing cage pushed up again;
(4) tube drawing pile operation: handle the folder stake and pull up the stake pipe, handle the pile holding oil cylinder simultaneously and make the vibrator seat hold the stake pipe tightly, and start vibrator, pull up stake while vibrate and manage, make that concrete obtains jolt ramming in the hole with piling mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010003307A CN101761081A (en) | 2010-01-05 | 2010-01-05 | Construction method and equipment of holding and pressing type static-pressure driven cast-in-place pile |
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| CN201010003307A CN101761081A (en) | 2010-01-05 | 2010-01-05 | Construction method and equipment of holding and pressing type static-pressure driven cast-in-place pile |
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| CN101761081A true CN101761081A (en) | 2010-06-30 |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409667A (en) * | 2011-07-29 | 2012-04-11 | 张立军 | Construction device and construction process of extruded and expanded cast-in-place pile |
| CN103132511A (en) * | 2011-11-29 | 2013-06-05 | 刘润郊 | Pile-forming method and pile-forming device for static pressure immersed tube expanded-base cast-in-place pile |
| CN104631456A (en) * | 2013-11-12 | 2015-05-20 | 德尔马格有限责任两合公司 | Diesel pile driver |
| CN105735307A (en) * | 2016-04-19 | 2016-07-06 | 黑龙江龙华岩土工程有限公司 | Holding type pile machine stirring and spiral spraying device and pile forming method thereof |
| CN108222001A (en) * | 2018-02-12 | 2018-06-29 | 吴健 | Small-sized ecoscape sunk pile machine |
| CN109235413A (en) * | 2018-10-26 | 2019-01-18 | 浙江大学城市学院 | A kind of transversal reinforcement combination of rigidity and flexibility stake reinforcing soft ground device and construction method |
| CN111270673A (en) * | 2020-03-03 | 2020-06-12 | 湖南新天和工程设备有限公司 | Double-holding double-pressure hydraulic static pile press |
| CN111270674A (en) * | 2020-03-03 | 2020-06-12 | 湖南新天和工程设备有限公司 | Double-holding and double-pressing system for pile press |
| CN112376562A (en) * | 2020-10-05 | 2021-02-19 | 李伟 | Prestressed pipe pile construction device |
| CN113026747A (en) * | 2021-02-05 | 2021-06-25 | 温州中岩基础工程有限公司 | Foundation pile erects device and stake machine |
| CN114319329A (en) * | 2021-12-24 | 2022-04-12 | 浙江固邦建筑特种技术有限公司 | Anchor rod static pressure mould pipe device and cast-in-place pile construction method |
-
2010
- 2010-01-05 CN CN201010003307A patent/CN101761081A/en active Pending
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409667B (en) * | 2011-07-29 | 2014-06-18 | 张立军 | Construction device and construction process of extruded and expanded cast-in-place pile |
| CN102409667A (en) * | 2011-07-29 | 2012-04-11 | 张立军 | Construction device and construction process of extruded and expanded cast-in-place pile |
| CN103132511A (en) * | 2011-11-29 | 2013-06-05 | 刘润郊 | Pile-forming method and pile-forming device for static pressure immersed tube expanded-base cast-in-place pile |
| CN104631456A (en) * | 2013-11-12 | 2015-05-20 | 德尔马格有限责任两合公司 | Diesel pile driver |
| CN105735307A (en) * | 2016-04-19 | 2016-07-06 | 黑龙江龙华岩土工程有限公司 | Holding type pile machine stirring and spiral spraying device and pile forming method thereof |
| CN108222001A (en) * | 2018-02-12 | 2018-06-29 | 吴健 | Small-sized ecoscape sunk pile machine |
| CN108222001B (en) * | 2018-02-12 | 2024-08-27 | 吴健 | Pile sinking machine for small ecological landscape piles |
| CN109235413B (en) * | 2018-10-26 | 2024-01-26 | 浙江大学城市学院 | Device for reinforcing soft soil foundation by transverse reinforced rigid-flexible composite piles and construction method |
| CN109235413A (en) * | 2018-10-26 | 2019-01-18 | 浙江大学城市学院 | A kind of transversal reinforcement combination of rigidity and flexibility stake reinforcing soft ground device and construction method |
| CN111270674A (en) * | 2020-03-03 | 2020-06-12 | 湖南新天和工程设备有限公司 | Double-holding and double-pressing system for pile press |
| CN111270673A (en) * | 2020-03-03 | 2020-06-12 | 湖南新天和工程设备有限公司 | Double-holding double-pressure hydraulic static pile press |
| CN112376562A (en) * | 2020-10-05 | 2021-02-19 | 李伟 | Prestressed pipe pile construction device |
| CN113026747A (en) * | 2021-02-05 | 2021-06-25 | 温州中岩基础工程有限公司 | Foundation pile erects device and stake machine |
| CN113026747B (en) * | 2021-02-05 | 2022-10-21 | 温州中岩基础工程有限公司 | Foundation pile erects device and stake machine |
| CN114319329A (en) * | 2021-12-24 | 2022-04-12 | 浙江固邦建筑特种技术有限公司 | Anchor rod static pressure mould pipe device and cast-in-place pile construction method |
| CN114319329B (en) * | 2021-12-24 | 2023-10-03 | 浙江固邦建筑特种技术有限公司 | Anchor rod static pressure pipe pressing device and cast-in-place pile construction method |
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Open date: 20100630 |