CN2292117Y - Module combination type static force pile press - Google Patents
Module combination type static force pile press Download PDFInfo
- Publication number
- CN2292117Y CN2292117Y CN 97241728 CN97241728U CN2292117Y CN 2292117 Y CN2292117 Y CN 2292117Y CN 97241728 CN97241728 CN 97241728 CN 97241728 U CN97241728 U CN 97241728U CN 2292117 Y CN2292117 Y CN 2292117Y
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- CN
- China
- Prior art keywords
- module
- pile press
- type static
- headbox
- bodice
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- 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
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a module combination type static force pile driver which is formed by respectively combining a hydraulic system with a large module, an upright post module, a pile driving head module and an alignment module; after components of the utility model are arrayed and combined, the pile driver can be changed into a plurality of structural styles to satisfy construction requirements of various pile models in the prior art. Because the width of the body of the utility model and the height of the upright post can be adjusted, a purpose that the utility model which keeps a distance of approximate 1.1 meters with a building can be operated in a workshop of which the height is approximately 6 meters is realized. The pile driver can be widely applied to the implementation of various technological innovation projects.
Description
The utility model belongs to the building machinery field, and is especially relevant with building piling machinery.
At present, static pile press both domestic and external is of a great variety, substantially can realize friction, noiselessness, pollution-free construction, but mostly can only be in the construction of the place of spaciousness, and because the stake body is long-pending greatly, pile body is high, the construction area area is big, can't carry out pile foundation construction in factory building at all, more can not be in distance building or the nearer narrow and small place construction of obstruction, cause the problem that exists in many technology innovation project projects, can not get for a long time solving.
The purpose of this utility model is, overcome deficiency of the prior art, a kind of novel module combined type static pile press is provided, through after the permutation and combination, this machine can be transformed into multiple form of structure, and existing its section configuration is the construction requirement of the various stake of concrete stake, steel pipe pile and steel pipe concrete stake etc. circular, square, flute profile type in the prior art thereby satisfy.
The purpose of this utility model also is, a kind of novel plug combined type Static pressure pile driver that can construct in the roof height only has factory building about 6 meters is provided.
Another purpose of the present utility model is, a kind of module combined type static pile press that narrow and small place construction about 1.1 meters can only be arranged at distance building or obstruction is provided.
Another purpose of the present utility model also is, provides a kind of and can overcome an obstruction of machine right opposite one side and construct, and can overcome the static pile press that the obstruction of a machine left end or right-hand member one side or two sides is constructed again simultaneously.
For achieving the above object, the utility model has adopted following technical solution:
A kind of module combined type static pile press comprises bodice, column, lamination shoe, alignment device and hydraulic system, and it is combined by bodice module, column module, lamination shoe module, centering module and hydraulic system respectively.
Described bodice module mainly is interconnected to constitute by bolt and the bodice of being made up of two box-structures by pipe joint.
Described bodice is provided with the chute of being made up of two slideways, more than the quantity of chute can be on two or two; Chute correspondence on two box-structures is arranged on same the center line.
Described column module mainly constitutes by four mobile base, four isometric pipe joints with stand column and beam four basic columns of cast connected vertically; All realize mutual being connected between mobile base and the pipe joint, between pipe joint and the basic column and between basic column and the crossbeam by bolt.
Described mobile base is installed in the described big chute on one's body, and and bodice between form and flexibly connect.
Described lamination shoe module is made of flat headbox, penetration type headbox and three kinds of form of structure of clamped-in style headbox.
Two sides were provided with chute before and after described penetration type headbox was symmetrically arranged with ear seat, bottom by pull bar pile cover, chain-plate type pull bar and its rear and front end, top, and the headbox that is provided with slide plate in the chute constitutes; All realize mutual being connected between pile cover and the chain-plate type pull bar, between pull bar and the pull bar and between pull bar and the ear seat by bearing pin.
Compared with prior art, the utlity model has following advantage:
1, because this machine adopts module combined type structure, both can be in distance building or obstruction ward construction far away, can closely reach narrow and small place construction about 1.1 meters at distance building or obstruction again; Both can construct outside the factory building that is not subjected to height restriction, can highly only be to construct in the factory building about 6 meters again; Thereby satisfied the demand of increasing technology innovation project project.
2, combine by bodice module, column module, lamination shoe module and hydraulic system respectively owing to this machine, and each standalone module itself just can be formed multiple form of structure, therefore, after permutation and combination, this machine can be combined into hundreds of form of structure, can satisfy the construction demand of its section configuration of the prior art for the various stake of concrete stake, steel pipe pile and steel pipe concrete stake etc. circular, square, flute profile type fully.
3, owing to the bodice of stake machine is made up of two box-structures respectively, the corresponding chute that is provided with both can be two and also can be more than two on every box-structure, when the chute that is provided with on it is two, can overcomes and be positioned at an obstruction of machine right opposite one side and construct; When the chute that is provided with on it is three, can overcomes the obstruction that is positioned at a machine right opposite and left end or right-hand member two sides simultaneously and construct; When set chute was four, the obstruction that then can overcome right opposite and left and right two ends three sides was simultaneously constructed, and therefore, had widened the scope of application of stake machine.
Fig. 1 is the front schematic view of flat headbox module combined type static pile press;
Fig. 2 is the left side schematic diagram of flat headbox module combined type static pile press;
Fig. 3 is the schematic top plan view of flat headbox module combined type static pile press;
Fig. 4 is the structural representation of module combined type static pile press penetration type headbox.
Below in conjunction with drawings and Examples the utility model is described in further detail.
A kind of module combined type static pile press comprises bodice, column, lamination shoe, alignment device and hydraulic system, is combined by bodice module, column module, lamination shoe module, centering module and hydraulic system respectively.
The short outer tube in same footpath that the bodice module mainly is welded with flange by its two ends and has a multiple pipe range is a pipe joint 7, is interconnected to constitute by bolt and the bodice 1 that is made of two box-structures respectively.
Bodice 1 is provided with the chute of being made up of two slideways 68, and the quantity of chute 8 can be two or more; Chute 8 correspondences on two box-structures are arranged on same the center line.
The column module mainly constitutes by four mobile base 5, four isometric pipe joints 7 with the basic column 3 of stand column and beam 9 four casts connected vertically; Between mobile base 5 and the pipe joint 7, between pipe joint 7 and the basic column 3 and between basic column 3 and the crossbeam 9 all by mutual being connected of bolt realization.Mobile base 5 promptly is installed in the chute 8 on the bodice 1, and and bodice 1 between form and flexibly connect.
The lamination shoe module is made of flat headbox, penetration type headbox and three kinds of form of structure of clamped-in style headbox.Wherein, this structural formula of flat headbox can adopt when stake machine headroom height is about below 6 meters, and its work efficiency is lower; Clamped-in style headbox form of structure can adopt under the situation of stake machine top clear, and its work efficiency is higher; When stake machine distance from top roof height is more than 6 meters the time, then can take the structure of penetration type headbox to form.Penetration type headbox structure mainly is symmetrically arranged with ear seat 18 by pull bar pile cover 12, chain-plate type pull bar 15 and its rear and front end, top, both sides are provided with chute 16 before and after its bottom, the headbox that is provided with slide plate 17 in the chute 16 constitutes, between pile cover 12 and the chain-plate type pull bar 15 and between pull bar 15 and the ear seat 18 all by mutual being connected of bearing pin 14 realizations.Adopt this form of structure, its work efficiency is lower than clamped-in style headbox, but than flat headbox height.During site operation, can select to adopt according to actual conditions.
The centering module mainly is made of the jack or the small cylinder that are arranged at 1 four ends of bodice respectively; Adopting jack then is mechanical type, and adopting hydraulic cylinder then is fluid pressure type.
As Fig. 1,2,3,4, shown in, during construction, earlier the stake machine is positioned on the stake position, behind stake machine bodice, preliminary centering, again stake 13 the is sling middle part that vertically penetrates penetration type headbox 4 is delivered on the stake position, jack or little hydraulic jack that utilization is arranged on 1 four ends of bodice carry out centering by transit once more to bodice 1, and the chain-plate type drag link mechanism then is installed; Piston rod 11 drive headboxs 4 by big hydraulic cylinder 10 move down pull bar pile cover 12, and stake 13 is pressed into a stroke, take out bearing pin 14, remove a joint pull bar 15, enter the stroke of piling for the second time; Then with chain-plate type drag link mechanism complete removal; Two slide plates 17 that are arranged on headbox 4 bottoms are drawn close to the centre simultaneously, made it to be transformed into the form of structure of flat headbox, stake 13 is pressed into a stroke again by the stake top; The down piling of also available if necessary pile follower bar this moment; Then send into second pile, front and back two piles are welded, enter circulation for the second time.
Claims (10)
1, a kind of module combined type static pile press comprises: bodice, column, lamination shoe, alignment device and hydraulic system is characterized in that it is combined by bodice module, column module, lamination shoe module, centering module and hydraulic system respectively.
According to the described module combined type static pile press of claim 1, it is characterized in that 2, described bodice module is mainly interconnected with the bodice of being made up of two box-structures respectively (1) by bolt by pipe joint (7) and constitutes.
According to the described module combined type static pile press of claim 2, it is characterized in that 3, described pipe joint (7) is welded with flange (2) for two ends and has the same footpath short tube of multiple pipe range.
According to the described module combined type static pile press of claim 2, it is characterized in that 4, described bodice (1) is provided with the chute of being made up of two slideways (6) (8), the quantity of chute (8) can be two or more; Chute (8) correspondence on two box-structures is arranged on same the center line.
According to the described module combined type static pile press of claim 1, it is characterized in that 5, described column module mainly constitutes by four mobile base (5), four isometric pipe joints (7) with stand column and beam (9) four basic columns of cast connected vertically (3); Between mobile base (5) and the pipe joint (7), between pipe joint (7) and the basic column (3) and between basic column (3) and the crossbeam (9) all by mutual being connected of bolt realization.
According to claim 1 or 5 described module combined type static pile press, it is characterized in that 6, the mobile base of described column module (5) is installed in the chute (8) on the described bodice (1), and and bodice (1) between form and flexibly connect.
7, according to the described module combined type static pile press of claim 1, it is characterized in that described lamination shoe module; Constitute by flat headbox, penetration type headbox and three kinds of form of structure of clamped-in style headbox.
8, according to the described module combined type static pile press of claim 7, it is characterized in that described penetration type headbox is respectively equipped with the headbox formations such as (4) that ear seat (18), bottom are provided with chute (16) by pull bar pile cover (12), chain-plate type pull bar (15) and its rear and front end, top; Between pull bar pile cover (12) and the chain-plate type pull bar (15), between pull bar and the pull bar, and all realize interconnecting between pull bar (15) and the ear seat (18) by bearing pin (14).
9, according to the described module combined type static pile press of claim 8, it is characterized in that, be provided with two slide plates (17) in the chute (16) of described penetration type headbox bottom.
10, according to the described module combined type static pile press of claim 1, it is characterized in that, two big hydraulic cylinders (10) of described hydraulic system vertically pass the middle part of two root post crossbeams (9), and its piston rod (11) is connected at two ends with headbox (4) longitudinally by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97241728 CN2292117Y (en) | 1997-09-19 | 1997-09-19 | Module combination type static force pile press |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97241728 CN2292117Y (en) | 1997-09-19 | 1997-09-19 | Module combination type static force pile press |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2292117Y true CN2292117Y (en) | 1998-09-23 |
Family
ID=33951133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97241728 Expired - Fee Related CN2292117Y (en) | 1997-09-19 | 1997-09-19 | Module combination type static force pile press |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2292117Y (en) |
-
1997
- 1997-09-19 CN CN 97241728 patent/CN2292117Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |