CN204849765U - Pile sinking reamer - Google Patents
Pile sinking reamer Download PDFInfo
- Publication number
- CN204849765U CN204849765U CN201520455066.XU CN201520455066U CN204849765U CN 204849765 U CN204849765 U CN 204849765U CN 201520455066 U CN201520455066 U CN 201520455066U CN 204849765 U CN204849765 U CN 204849765U
- Authority
- CN
- China
- Prior art keywords
- pile sinking
- pile
- unit head
- press
- drilling rod
- Prior art date
Links
- 238000005553 drilling Methods 0.000 claims abstract description 36
- 230000003068 static Effects 0.000 claims abstract description 20
- 239000003921 oils Substances 0.000 claims description 22
- 280000063503 Clamper companies 0.000 claims description 12
- 239000002689 soil Substances 0.000 abstract description 6
- 239000010410 layers Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 230000004069 differentiation Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000010586 diagrams Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering processes Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000010720 hydraulic oils Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011499 joint compounds Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000003908 quality control methods Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000011901 water Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to static pile press reaming pile sinking technology field, is specifically related to a kind of pile sinking staving press.
Background technology
Existing pressing machine has static pile press, hammer type pile press and spiral to water stake machine, traditional static pile press is to geological stratification piling difficulties such as sand bed, hardpan, differentiation layers, even under some geology, traditional static pile press cannot carry out piling work, and the damage degree of static pile press to geological stratification pilings such as sand bed, hardpan, differentiation layers is very high.Spiral waters the stake formed and also there is many shortcomings, as: intensity, the hardness of spiral pouring stake are good all not, and the spiral pouring stake formation cycle is long.General pile sinking engineering method has following three kinds: one, silent piling engineering method, by machinery static pressure or the effect of hydraulic static pressure, realize the construction of pile body press-in soil layer, its shortcoming be when run into hardpan, sand bed, differentiation layer and some not easily pilings soil layer time, cannot realize larger penetration power, the installation of existing static pressure cannot piling downwards further again; Two, paddle type mill pile sinking engineering method, by machine hammer if diesel hammer is to the circulation strike effect of pile body, realize the construction that pile body squeezes into soil layer, its shortcoming produces larger noise, vibration, directly impact building around; Three, filling type pile forming method, by first holing, being then implanted into reinforcing cage and concrete a kind of piling construction engineering method in hole, its shortcoming is concealed work, quality control difficulty is large, and produces a large amount of mud rubbish, and intractability is large, high to environmental requirement, there is requirement to the current standard of site road simultaneously.Therefore, be badly in need of a kind of novel piling machinery of design and overcome the problems referred to above.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of pile sinking staving press, overcoming above-mentioned defect, by arranging pile sinking staving press on static pile press, making before piling first by reaming bit reaming piling again, reduce piling difficulty, avoid destroying geological stratification or piling.
For solving the problems of the technologies described above, the utility model provides a kind of pile sinking staving press, described pile sinking staving press comprises translation mechanism, crossbeam, unit head, drill bit and drilling rod, described pile sinking staving press connects static pile press by described translation mechanism, described crossbeam is connected with described translation mechanism, described unit head is fixed on described crossbeam by carriage, and described unit head can slide up and down on described crossbeam, and one end of described unit head connects described drilling rod and drill bit.
As a kind of preferred version of a kind of pile sinking staving press described in the utility model, described translation mechanism comprises platform oil cylinder, amplitude oil cylinder, fixed platform and moving platform, described pile sinking staving press connects static pile press by described fixed platform, described platform oil cylinder is provided with between described moving platform and described fixed platform, described platform oil cylinder is connected with described fixed platform, be provided with described amplitude oil cylinder between described moving platform and described crossbeam, described moving platform is connected with described amplitude oil cylinder.
As a kind of preferred version of a kind of pile sinking staving press described in the utility model, described pile sinking staving press also comprises cuff link, and one end of described unit head connects described cuff link, and one end of described drilling rod is buckled by being fixed on described chain and sliding up and down with described unit head.
As a kind of preferred version of a kind of pile sinking staving press described in the utility model, described pile sinking staving press also comprises manipulator, and described drilling rod is fixed on described crossbeam by described manipulator.
As a kind of preferred version of a kind of pile sinking staving press described in the utility model, described pile sinking staving press also comprises clamper, and described clamper is fixed on described crossbeam, and described clamper is used for fixing described drilling rod.
Compared with prior art, a kind of pile sinking staving press that the utility model proposes, by arranging pile sinking staving press on static pile press, make first by reaming bit reaming piling again before piling, reduce piling difficulty, avoid destroying geological stratification or piling, can once mounting, transport free removal, when can not directly piling can greatly shorten the piling time, improve piling operating efficiency, and counterweight is few when same single pile load-bearing, soil compaction is few, and noise is little, pollution-free.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.Wherein,
Fig. 1 is the structural representation of a kind of pile sinking staving press described in the utility model.
Wherein, 1 be translation mechanism, 2 be crossbeam, 3 be clamper, 4 be manipulator, 5 be cuff link, 6 be unit head, 7 be amplitude oil cylinder, 8 be moving platform, 9 be fixed platform, 10 for platform oil cylinder.
Detailed description of the invention
A kind of pile sinking staving press described in the utility model, comprises translation mechanism 1, crossbeam 2, unit head 6, drill bit (not shown) and drilling rod (not shown).
For enabling above-mentioned purpose of the present utility model, feature and advantage become apparent more, are described in further detail the utility model below in conjunction with detailed description of the invention.
First, alleged herein " embodiment " or " embodiment " refers to special characteristic, structure or the characteristic that can be contained at least one implementation of the utility model.Different local in this manual " in one embodiment " occurred not all refers to same embodiment, neither be independent or optionally mutually exclusive with other embodiments embodiment.
Secondly; the utility model utilizes structural representation etc. to be described in detail; when describing the utility model embodiment in detail; for ease of explanation; represent that the schematic diagram of pile sinking staving press structure can be disobeyed general ratio and be made partial enlargement; and described schematic diagram is example, it should not limit the scope of the utility model protection at this.In addition, the three dimensions of length, width and the degree of depth should be comprised in actual fabrication.
Refer to Fig. 1, Fig. 1 is the structural representation of a kind of pile sinking staving press described in the utility model, as shown in Figure 1, described pile sinking staving press comprises translation mechanism 1, crossbeam 2, unit head 6, drill bit (not shown) and drilling rod (not shown), described pile sinking staving press connects static pile press (not shown) by described translation mechanism 1, described crossbeam 2 is connected with described translation mechanism 1, and described translation mechanism 1 makes described pile sinking staving press put into operating position and position of deactivating.Described unit head 6 is fixed on described crossbeam 2 by carriage (not shown), and described unit head 6 can slide up and down on described crossbeam 2, and one end of described unit head 6 connects described drilling rod and drill bit.
Please continue to refer to Fig. 1, as shown in Figure 1, described translation mechanism 1 is not limited only to hydraulic oil cylinder driving, can be machinery, electronic, the various ways such as pneumatic, in a preferred embodiment, described translation mechanism 1 comprises platform oil cylinder 10, amplitude oil cylinder 7, fixed platform 9 and moving platform 8, described pile sinking staving press connects static pile press by described fixed platform 9, described platform oil cylinder 10 is provided with between described moving platform 8 and described fixed platform 9, described platform oil cylinder 10 is connected with described fixed platform 9, described amplitude oil cylinder 7 is provided with between described moving platform 8 and described crossbeam 2, described moving platform 8 is connected with described amplitude oil cylinder 7.
When reality boring and reaming, according to the depth requirements to hole, so likely many drilling rods can be needed, therefore, in order to better fix drilling rod, described pile sinking staving press also comprises cuff link 5, and one end of described unit head 6 connects described cuff link 5, and one end of described drilling rod slides up and down with described unit head 6 by being fixed on described cuff link 5.
Because drilling rod needs fix its direction and carry, described pile sinking staving press also comprises manipulator 4, and described drilling rod is fixed on described crossbeam 2 by described manipulator 4.
Conveniently install many drilling rods, described pile sinking staving press also comprises clamper 3, and described clamper 3 is fixed on described crossbeam 2, and described clamper 2 is for fixing described drilling rod.
The operating principle of pile sinking staving press of the present utility model is: when described static pile press cannot piling need to use described pile sinking staving press time, described amplitude oil cylinder 7 begins turning and makes described crossbeam 2 erect, described platform oil cylinder 10 begins turning the center making drill bit aim at stake holes, according to the requirement of length, select the quantity of described drilling rod, as needed many drilling rods, described cuff link 5 is then used to connect between described drilling rod, described unit head 6 is opened cuff link 5 to bottom offset is dynamic, cuff link 5 li manually tipped in by the drilling rod sling by loop wheel machine, now unit head 6 moves up, first drilling rod is naturally vertical by Action of Gravity Field, now manipulator 4 promptly described first drilling rod, described unit head 6 main shaft rotates and makes main shaft buckle described first drilling rod, then described manipulator 4 unclamps, described unit head 6 advances gear-box main shaft simultaneously to rotate downwards, second drilling rod on same method, when connecing described second drilling rod, described clamper 3 clamps the object that described first drilling rod reaches extension bar, when arrival downwards needs the degree of depth of boring, start to regulate reaming governor motion, after reaming completes, adjustment reaming adjustment structure makes drill bit retracted state, described unit head 6 drags described second drilling rod to last time, described manipulator 4 coordinates described unit head 6 to release, described clamper 3 is clamped described first drilling rod and is carried out shackle, described first drilling rod caught downwards by described unit head 6, again described unit head 6 is dragged to last time until take out all drilling rods, now reaming action completes, described static pile press is started working.
What the those of ordinary skill in affiliated field should be understood that is, one of feature of the present utility model or object are: a kind of pile sinking staving press of the present utility model, by arranging pile sinking staving press on static pile press, make before piling first by reaming bit reaming piling again, reduce piling difficulty, avoid destroying geological stratification or piling, can once mounting, transport free removal, when can not directly piling can greatly shorten the piling time, improve piling operating efficiency, and counterweight is few when same single pile load-bearing, soil compaction is few, noise is little, pollution-free.
It should be noted that, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from the spirit and scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520455066.XU CN204849765U (en) | 2015-06-26 | 2015-06-26 | Pile sinking reamer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520455066.XU CN204849765U (en) | 2015-06-26 | 2015-06-26 | Pile sinking reamer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204849765U true CN204849765U (en) | 2015-12-09 |
Family
ID=54740333
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520455066.XU CN204849765U (en) | 2015-06-26 | 2015-06-26 | Pile sinking reamer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204849765U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104912076A (en) * | 2014-12-22 | 2015-09-16 | 江苏谷登工程机械装备有限公司 | Complete machine of hole-expansion and pile-planting static pile presser |
-
2015
- 2015-06-26 CN CN201520455066.XU patent/CN204849765U/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104912076A (en) * | 2014-12-22 | 2015-09-16 | 江苏谷登工程机械装备有限公司 | Complete machine of hole-expansion and pile-planting static pile presser |
CN104929123A (en) * | 2014-12-22 | 2015-09-23 | 江苏谷登工程机械装备有限公司 | Pile sinking ring rolling machine |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103061673B (en) | Multifunctional micropile rig | |
CN201526271U (en) | Crawler-type all-hydraulic tunnel drilling machine | |
CN104763328B (en) | A kind of hydraulic pressure reaming circulation drilling machine and its reaming pile constructing process | |
CN101591914B (en) | Construction method for foundation pit supporting structure occluded by filling piles and stirring piles | |
CN205025388U (en) | Take dark stake stirring rig of disconnect drilling rod device | |
CN203007918U (en) | Self-lifting type drilling platform based on truss-type stake legs | |
EP2500473B1 (en) | Method of creating a foundation for a offshore structure | |
CN104612179B (en) | Through the construction method of the diaphram wall of super thick silty sand ground | |
CN201943072U (en) | Hydraulic static pile pressing machine with folding type stand column | |
CN203947466U (en) | A kind of bored pile Anti-floating reinforced bar cage | |
CN101570971B (en) | Rock mass pile foundation pore-forming preboring construction method | |
CN205225081U (en) | Drill | |
CN104947654A (en) | Complicated water area inclined rock face large-diameter cast-in-place pile and construction method | |
CN106761474B (en) | A kind of the full-sleeve engineering method steel sleeve and its construction method of the soil that can actively muck haulage | |
CN104295239A (en) | Method for using rotary drilling rig to drill into hard rock stratum | |
CN106351242A (en) | Deepwater high-flow-rate exposed high-strength steep rock sea area steel trestle and construction method thereof | |
CN105649083B (en) | The clear stake device of the disposable rotary-cutting type of full-sleeve and its clear piling method | |
CN102561361A (en) | Ultra-deep T-shaped trench-wall pile in soft-toped hard-bottomed soil layer and trench forming method | |
CN103321244A (en) | Construction method for additionally arranged basement in existing building on sand foundation | |
CN101586340A (en) | Preconditioning process of continuous wall for weak weathering terrane grooving construction | |
CN104314078A (en) | Concrete pile construction equipment and construction method thereof | |
CN105780763B (en) | Mesoporous vibrates the construction method of casing retaining wall long auger guncreting pile | |
CN101851922B (en) | Method for eliminating underground anchor rope/rod by using all casing drill | |
CN101812843A (en) | Centre grouted poured post-grouting pile construction methods, and grouter and grout injector used thereby | |
CN103603342A (en) | Construction method of ultra-long bored concrete pile with large-diameter casing combination |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
C14 | Grant of patent or utility model | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20151209 Effective date of abandoning: 20161012 |
|
C25 | Abandonment of patent right or utility model to avoid double patenting |