CN202466590U - Ground grouped regularly-distributed pipe pile construction device - Google Patents
Ground grouped regularly-distributed pipe pile construction device Download PDFInfo
- Publication number
- CN202466590U CN202466590U CN2012200429314U CN201220042931U CN202466590U CN 202466590 U CN202466590 U CN 202466590U CN 2012200429314 U CN2012200429314 U CN 2012200429314U CN 201220042931 U CN201220042931 U CN 201220042931U CN 202466590 U CN202466590 U CN 202466590U
- Authority
- CN
- China
- Prior art keywords
- pile
- groups
- construction
- stake
- hammer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to a ground grouped regularly-distributed construction device which mainly comprises a vibration piling hammer, a track type crane, an impact type piling hammer, a pile pipe control device, a positioning pile, a horizontal cross beam and a power device, wherein the horizontal cross beam is fixedly connected to the positioning pile to form a horizontal platform; the pile pipe control device is fixed on the horizontal platform; the track type crane and the power device are arranged at the outer side of the horizontal platform; and the track type crane is used for craning the vibration piling hammer and the impact type piling hammer. The ground grouped regularly-distributed pipe pile construction device has the advantages that the problem that piling and pile connection cannot be performed synchronously due to the single station is solved; therefore, the construction efficiency is improved; the construction cost is reduced; the one-time construction investment is reduced; the requirements on the hardness and the flatness of soil of a construction field are reduced greatly; and the construction preparation amount is reduced.
Description
Technical field
The utility model relates to a kind of land piling construction device, and particularly a kind of land is regular distribution tube pile construction device in groups, and can inciting somebody to action in groups in the land, pile tube requires to drop to below the surface of stratum by requirement of ad-hoc location degree and gradient.
Background technology
In the building operations of land, often to be certain-length and diameter in groups that the pile tube of regular distribution is installed to below ground on request, increase the ground supports ability or as the separation layer use of tube exterior materials and tube inner material.Present job practices is constructed for adopting the specific stub machine; This specific stub machine is usually by pile monkey, and chassis, pile frame combination are formed, and adopt single pile to locate respectively during construction; The piling of dependence pile monkey; Pile frame provides the method for guiding, and each construction location all will carry out the adjustment of position degree and gradient to construction equipment, to satisfy position degree and the gradient requirement that tubular articles is installed.This method is applicable to position degree and gradient not high, and position distribution and gradient require irregular occasion.Require and gradient requirement height and position distribution and the regular occasion of gradient requirement for the position degree; Like tube is that rectangular array distributes or the pole axis array distribution, and this type of distributes when repeating to distribute more than twice, as adopting pile monkey; The equipment that chassis, pile frame combination are formed; Constructing of a position, a position, then the requirement of position degree and gradient guarantees very difficulty, inefficiency.
Simultaneously, if this pile tube is long especially, when needing many to connect, owing to have only a station, connection work and piling work can not be carried out simultaneously, and the construction whole efficiency is reduced.
In addition, because pile monkey, the equipment that chassis, pile frame combination are formed is special equipment, and disposable input amount is big.
Have again, and occasion that planeness not high softer in soil property, pile monkey, the equipment that chassis, pile frame combination are formed need harden and smooth processing to the place.General soil property hardness need reach requirement, and planeness also need reach requirement and could construct.
Summary of the invention
The purpose of the utility model is exactly the above-mentioned defective that exists to prior art, and a kind of land regular distribution tube pile construction device in groups is provided, and can improve construction quality and efficiency of construction, reduces construction cost, reduces the one-off construction input.
A kind of land that the utility model provides is regular distribution tube pile construction device in groups; Mainly form by vibropiling hammer, crawler type loop wheel machine, impact type pile hammer, stake management and control system device, guide pile, horizontal gird, power set; Be fixedly connected horizontal gird on the guide pile and make up levelling bench; Spud pile management and control system device on the levelling bench, there are crawler type loop wheel machine and power set in the outside of levelling bench, and the crawler type loop wheel machine is used to lift vibropiling hammer and impact type pile hammer.
Above-mentioned stake management and control system device mainly is made up of upper brace, top folding template, middle brace rod spare, lower platform, bottom folding template; Distribute on upper brace and the lower platform and manage identical hole, position with stake; Top folding template and bottom folding template are installed respectively on these holes, fix through middle brace rod spare between upper brace and the lower platform.
Above-mentioned top folding template and bottom folding template are split-type, and the centre of each template is a hole shape, and this hole can make the stake pipe pass through.
The hole figure place of above-mentioned upper brace and lower platform forms a plurality of construction stations with a quantity of managing is identical in groups.
One side of above-mentioned levelling bench is provided with measuring apparatus.
Above-mentioned guide pile adopts more than three or three, through two or more horizontal girds guide pile is connected and fixes, and constructs a levelling bench.
The beneficial effect of the utility model is: because the relative position between the interior stake of pile tube is managed in groups is by the physical dimension restriction of stake management and control system device; While can accurately guarantee before the pipe construction and relative position degree and relative tilt degree in the work progress owing to form a rigid structures between platform and the stake management and control system device, in control device, forms a plurality of stations in addition in the construction; Make piling and pile extension to carry out synchronously; Overcome single station, the problem that the piling pile extension can not carry out synchronously, thus efficiency of construction is improved; Reduce construction cost, reduce the one-off construction input; It requires to reduce greatly to construction plant soil property hardness and planeness, has reduced the workload of preparation of construction.
Description of drawings
Fig. 1 is the user mode sketch map of the utility model;
Fig. 2 is that the stake management and control system device of the utility model is being used the state front view;
Fig. 3 is that the stake management and control system device of the utility model is being used side view of the state;
Fig. 4 is that the stake management and control system device of the utility model is being used the state vertical view;
Fig. 5 is the stake management and control system device front view of the utility model;
Fig. 6 is the stake management and control system device side view of the utility model;
Fig. 7 is the stake management and control system device vertical view of the utility model;
Among the last figure: vibropiling hammer 1, crawler type loop wheel machine 2, impact type pile hammer 3, stake pipe 4, stake management and control system device 5, guide pile 6, horizontal gird 7, measuring apparatus 8, power set 9; Upper brace 5-1, top folding template 5-2, middle brace rod spare 5-3, lower platform 5-4, bottom folding template 5-5.
The specific embodiment
In conjunction with accompanying drawing 1-7, the utility model is done further to describe:
The land that the utility model provides is regular distribution tube pile construction device in groups; Mainly form by vibropiling hammer 1, crawler type loop wheel machine 2, impact type pile hammer 3, stake management and control system device 5, guide pile 6, horizontal gird 7, power set 9; Guide pile 6 adopts more than three or three; Through two or more horizontal girds 7 that a plurality of guide piles connections are fixing, construct a levelling bench, spud pile management and control system device 5 on the levelling bench; There are crawler type loop wheel machine 2 and power set 9 in the outside of levelling bench, is used to lift vibropiling hammer 1 and impact type pile hammer 3; Wherein guide pile 6 is used for making up levelling bench with horizontal gird 7 temporarily; Stake management and control system device 5 is used to control the relative position between the stake pipe in the stake pipe in groups, and crawler crane is used to sling and moves stake pipe, vibropiling hammer 1 and an impact type pile hammer 3 and a management and control system device 5 etc.Measuring apparatus 8 is used for payingoff construction and the position of control stake management and control system device 5 in horizontal plane, makes it to meet construction requirement.
Wherein, Stake management and control system device 5 mainly is made up of upper brace 5-1, top folding template 5-2, middle brace rod spare 5-3, lower platform 5-4, bottom folding template 5-5; Upper brace 5-1 goes up with lower platform 5-4 and distributes and stake pipe identical hole, position; Top folding template 5-2 and bottom folding template 5-5 are installed respectively on these holes, fix through middle brace rod spare 5-3 between upper brace 5-1 and the lower platform 5-4.
Above-mentioned top folding template 5-2 and bottom folding template 5-5 are split-type, and the centre of each template is a hole shape, and this hole can make stake pipe 4 pass through; This hole also has effect of contraction to the stake pipe when construction.Be used for being used to control the gradient that stake is managed through the top folding template of same stake pipe and the relative position of bottom folding template.The hole figure place of upper brace 5-1 and lower platform 5-4 forms a plurality of construction stations with a quantity of managing is identical in groups.
One side of above-mentioned levelling bench is provided with measuring apparatus 8; The vibropiling hammer is mainly used in squeezing into and extracting of location pile tube; The impact type pile hammer is mainly used in squeezing into of construction pile tube; Stake management and control system device is mainly used in controls the relative position between the pile tube in groups, and plays the effect of staking out, and guide pile and horizontal gird are used to make up levelling bench; Measuring apparatus is used to measure the control guide pile and horizontal gird is used to make up the locus of levelling bench, and the locus of measuring control stake management and control system device.
Certainly; Need to prove: the guide pile 6 of the utility model can be more than three or three, be not limited only to mention in the present embodiment four, in addition; Horizontal gird 7 adopts two or more, two horizontal girds that also are not limited only to mention in the present embodiment; In addition; Also need to prove: the regular distribution pile tube five pile pipes that also are not limited only to mention in the present embodiment in groups; The pile tube of regular distribution in groups can adopt the method for the utility model; Pile tube quantity and position according to regular distribution makes the folding template simultaneously, and then realizes rapid construction.
The concrete job practices of the utility model may further comprise the steps:
(1), preparation of construction
Carry out the unwrapping wire operation at the scene, confirm the position between piling bar in groups;
(2), levelling bench makes up
One in groups stake pipe 4 both sides hammer into shape with vibropiling, lay four guide piles 6, with two horizontal girds 7 many guide piles are connected; Two horizontal girds are on the same horizontal plane; Make horizontal gird form a horizontal plane that is above the ground level, by guide pile 6, horizontal gird 7 constitutes a levelling bench on surface above Ground; The length of this platform is less than 1-2 meters in stake management and control system device, and width is greater than 1.5-2 meters in stake management and control system device;
(3), location
, be placed on the levelling bench stake management and control system device 5 with crawler type loop wheel machine 2, stake management and control system device 5 is navigated to the accurate position of pile tube in groups on levelling bench; Then stake management and control system device 5 is connected on the levelling bench, forms an integral body;
(4), pitching pile, piling, pile extension
With crawler type loop wheel machine 2 five pile pipes 4 are put in the corresponding folding pattern hole of a management and control system device 5 one by one, the utility model embodiment is an example with one group of five pile pipe; Adopt vibropiling hammer 1 or impact type pile hammer 3 with stake pipe one a dozen to stake management and control system device 5 upper brace 5-1 top, carry out the pile extension operation then; Because pile tube distributes in groups, on a control device, a plurality of positions is arranged, therefore can form a plurality of stations, the piling of these stations and pile extension work can hocket, and mutually noninterfere is beaten to the depth location that requires until the stake pipe of each station;
(5), the dismounting of levelling bench
After accomplishing the construction of a composition group stake pipe, remove being connected of levelling bench and stake management and control system device 5, being connected between releasing horizontal gird 7 and the guide pile 6; In addition, many guide piles 6 are extracted;
(6), the transfer of station
Whole construction equipments are moved to an other composition group stake pipe position, repeat the job step of above-mentioned 2-5, circulation is carried out, until all constructions of pile tube in groups of whole completion.
Claims (6)
1. land regular distribution tube pile construction device in groups; It is characterized in that: mainly form by vibropiling hammer (1), crawler type loop wheel machine (2), impact type pile hammer (3), stake management and control system device (5), guide pile (6), horizontal gird (7), power set (9); Guide pile (6) is gone up and is fixedly connected horizontal gird (7) structure levelling bench; Spud pile management and control system device (5) on the levelling bench; There are crawler type loop wheel machine (2) and power set (9) in the outside of levelling bench, and crawler type loop wheel machine (2) is used to lift vibropiling hammer (1) and impact type pile hammer (3).
2. land according to claim 1 is regular distribution tube pile construction device in groups; It is characterized in that: described stake management and control system device (5) mainly is made up of upper brace (5-1), top folding template (5-2), middle brace rod spare (5-3), lower platform (5-4), bottom folding template (5-5); Upper brace (5-1) is gone up with lower platform (5-4) and is distributed and stake pipe identical hole, position; Top folding template (5-2) and bottom folding template (5-5) are installed respectively on these holes, fixing between upper brace (5-1) and the lower platform (5-4) through middle brace rod spare (5-3).
3. land according to claim 2 is regular distribution tube pile construction device in groups; It is characterized in that: described top folding template (5-2) and bottom folding template (5-5) are split-type; The centre of each template is a hole shape, and this hole can make stake pipe (4) pass through.
4. land according to claim 2 is regular distribution tube pile construction device in groups, it is characterized in that: described upper brace (5-1) and the hole figure place of lower platform (5-4) are identical with the quantity of stake pipe in groups, form a plurality of construction stations.
5. land according to claim 1 is regular distribution tube pile construction device in groups, it is characterized in that: a side of described levelling bench is provided with measuring apparatus (8).
6. land according to claim 1 is regular distribution tube pile construction device in groups; It is characterized in that: described guide pile (6) adopts more than three or three; Through two or more horizontal girds (7) that guide pile (6) connection is fixing, construct a levelling bench.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200429314U CN202466590U (en) | 2012-02-10 | 2012-02-10 | Ground grouped regularly-distributed pipe pile construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200429314U CN202466590U (en) | 2012-02-10 | 2012-02-10 | Ground grouped regularly-distributed pipe pile construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202466590U true CN202466590U (en) | 2012-10-03 |
Family
ID=46914758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200429314U Expired - Fee Related CN202466590U (en) | 2012-02-10 | 2012-02-10 | Ground grouped regularly-distributed pipe pile construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202466590U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587379A (en) * | 2012-02-10 | 2012-07-18 | 高天宝 | Construction method and device for regularly distributing grouped tubular piles at land |
| CN104929125A (en) * | 2015-04-25 | 2015-09-23 | 王继忠 | Carrier pile construction equipment and carrier pile construction method |
-
2012
- 2012-02-10 CN CN2012200429314U patent/CN202466590U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587379A (en) * | 2012-02-10 | 2012-07-18 | 高天宝 | Construction method and device for regularly distributing grouped tubular piles at land |
| CN104929125A (en) * | 2015-04-25 | 2015-09-23 | 王继忠 | Carrier pile construction equipment and carrier pile construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105220874B (en) | The construction method of basement superelevation exterior wall self-supporting single side formwork system | |
| CN104785683B (en) | Reinforcement cage construction technology using vertical full-annular-direction positioning jig frame device of large-diameter pile foundation reinforcement cage | |
| CN205296874U (en) | Information -based construction monitor positioning device of stake integration | |
| CN203284785U (en) | Verticality-adjusting fixing system of reverse steel pipe column | |
| CN104695557A (en) | Steel structure building construction method for one-step pre-burying of foundation bolts | |
| CN105887811A (en) | Ultra-deep soft soil pile integral construction method based on high-precision information monitoring | |
| CN104175398B (en) | Make the mold and method of prefabricated case beam framework of steel reinforcement | |
| CN107965065B (en) | Buckling support Combined type pre-embedded member construction method | |
| WO2013040495A1 (en) | Concrete forming systems and methods | |
| CN207092076U (en) | A kind of guider of steel pile casting | |
| CN107009510A (en) | Prefabricated case beam steel bar overall binding mold and its application method | |
| CN202466590U (en) | Ground grouped regularly-distributed pipe pile construction device | |
| CN106193330A (en) | A kind of steel building construction land tenure foot bolt pre-embedded construction method | |
| CN107326944A (en) | A kind of lattice column construction plumbing device and application method | |
| CN207092093U (en) | A kind of fabricated structure for ensureing steel column perpendicularity | |
| CN104818729B (en) | Can be for the mutual foundation of big or small tower crane conversion | |
| CN104929154B (en) | Covered back-digging subway station totally-enclosed post one-time-concreting molding construction technique | |
| CN203846512U (en) | Supporting device for long edges of strip-shaped and rectangular foundation pit | |
| CN207841707U (en) | Assembled beam making bench | |
| CN203846505U (en) | Supporting structure used for long edges of strip-shaped and rectangular foundation pit | |
| CN206607607U (en) | A kind of core pulling template limiting cushion block frame locating rack | |
| CN207296429U (en) | A kind of cast-in-situ floor thickness control instrument | |
| CN110593110A (en) | Box girder cast-in-place support suitable for curves and longitudinal and transverse slopes and construction method thereof | |
| CN102587379A (en) | Construction method and device for regularly distributing grouped tubular piles at land | |
| CN104500106A (en) | Tunnel inverted arch construction die carrier and tunnel inverted arch construction process |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20130210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |