CN104929123A - Pile sinking ring rolling machine - Google Patents
Pile sinking ring rolling machine Download PDFInfo
- Publication number
- CN104929123A CN104929123A CN201510363355.1A CN201510363355A CN104929123A CN 104929123 A CN104929123 A CN 104929123A CN 201510363355 A CN201510363355 A CN 201510363355A CN 104929123 A CN104929123 A CN 104929123A
- Authority
- CN
- China
- Prior art keywords
- pile sinking
- pile
- press
- platform
- staving press
- 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.)
- Granted
Links
- 238000005096 rolling process Methods 0.000 title abstract 5
- 230000003068 static effect Effects 0.000 claims abstract description 20
- 238000005553 drilling Methods 0.000 claims description 34
- 238000013519 translation Methods 0.000 claims description 16
- 239000002689 soil Substances 0.000 abstract description 6
- 238000003825 pressing Methods 0.000 abstract description 2
- 239000003921 oil Substances 0.000 description 16
- 238000013517 stratification Methods 0.000 description 5
- 238000012407 engineering method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000004069 differentiation Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/28—Enlarging drilled holes, e.g. by counterboring
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/20—Placing by pressure or pulling power
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/26—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
- E21B10/32—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
- E21B10/322—Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools cutter shifted by fluid pressure
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention provides a pile sinking ring rolling machine. The pile sinking ring rolling machine comprises a horizontal movement mechanism, a girder, a power head, a drill bit and a drill rod. The pile sinking ring rolling machine is connected with a static pile driver through the horizontal movement mechanism. The girder is connected with the horizontal movement mechanism. The power head is fixed to the girder through a sliding device. The power head can slide on the girder up and down. One end of the power head is connected with the drill rod and the drill bit. According to the pile sinking ring rolling machine, the pile pressing working efficiency is improved, the number of weights is small under the same single-pile bearing condition, soil squeezing is little, noise is low, and pollution does not exist.
Description
Technical field
The present invention relates to static pile press reaming pile sinking technology field, be 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.
Summary of the invention
The technical problem to be solved in the present invention 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 invention 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 of the present invention, 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 of the present invention, 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 of the present invention, 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 of the present invention, 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 present invention 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 embodiment of the present invention, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, 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 of the present invention.
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 of the present invention, 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 invention, feature and advantage become apparent more, and below in conjunction with detailed description of the invention, the present invention is further detailed explanation.
First, alleged herein " embodiment " or " embodiment " refers to special characteristic, structure or the characteristic that can be contained at least one implementation of the present invention.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 present invention utilizes structural representation etc. to be described in detail, when describing the embodiment of the present invention 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 protection of the invention 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 of the present invention, 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 invention 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 invention or object are: a kind of pile sinking staving press of the present invention, 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 technical scheme of the present invention and unrestricted, although with reference to preferred embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that, can modify to technical scheme of the present invention or equivalent replacement, and not departing from the spirit and scope of technical solution of the present invention, it all should be encompassed in the middle of right of the present invention.
Claims (5)
1. a pile sinking staving press, it is characterized in that: comprise 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, 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.
2. according to pile sinking staving press according to claim 1, it is characterized in that: 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.
3. according to pile sinking staving press according to claim 1, it is characterized in that: described pile sinking staving press also comprises cuff link, 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.
4. according to pile sinking staving press according to claim 1, it is characterized in that: described pile sinking staving press also comprises manipulator, and described drilling rod is fixed on described crossbeam by described manipulator.
5. according to pile sinking staving press according to claim 1, it is characterized in that: described pile sinking staving press also comprises clamper, described clamper is fixed on described crossbeam, and described clamper is used for fixing described drilling rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510363355.1A CN104929123B (en) | 2014-12-22 | 2015-06-26 | A kind of pile sinking staving press |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410805016.XA CN104499945A (en) | 2014-12-22 | 2014-12-22 | Static pile driver and reaming and pile sinking machine combination |
| CN201410805016X | 2014-12-22 | ||
| CN201510363355.1A CN104929123B (en) | 2014-12-22 | 2015-06-26 | A kind of pile sinking staving press |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104929123A true CN104929123A (en) | 2015-09-23 |
| CN104929123B CN104929123B (en) | 2016-11-16 |
Family
ID=52941386
Family Applications (7)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410805016.XA Pending CN104499945A (en) | 2014-12-22 | 2014-12-22 | Static pile driver and reaming and pile sinking machine combination |
| CN201520449592.5U Withdrawn - After Issue CN204753589U (en) | 2014-12-22 | 2015-06-26 | A static pressure stake machine complete machine is planted in reaming |
| CN201510363355.1A Active CN104929123B (en) | 2014-12-22 | 2015-06-26 | A kind of pile sinking staving press |
| CN201510361729.6A Active CN104912076B (en) | 2014-12-22 | 2015-06-26 | A static pile press complete machine is planted in a kind of reaming |
| CN201510575208.0A Pending CN105178861A (en) | 2014-12-22 | 2015-09-11 | Drilling hole enlarging mechanism |
| CN201520703601.9U Active CN205225081U (en) | 2014-12-22 | 2015-09-11 | Drill |
| CN201510579699.6A Pending CN105156034A (en) | 2014-12-22 | 2015-09-11 | Drill bit |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410805016.XA Pending CN104499945A (en) | 2014-12-22 | 2014-12-22 | Static pile driver and reaming and pile sinking machine combination |
| CN201520449592.5U Withdrawn - After Issue CN204753589U (en) | 2014-12-22 | 2015-06-26 | A static pressure stake machine complete machine is planted in reaming |
Family Applications After (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510361729.6A Active CN104912076B (en) | 2014-12-22 | 2015-06-26 | A static pile press complete machine is planted in a kind of reaming |
| CN201510575208.0A Pending CN105178861A (en) | 2014-12-22 | 2015-09-11 | Drilling hole enlarging mechanism |
| CN201520703601.9U Active CN205225081U (en) | 2014-12-22 | 2015-09-11 | Drill |
| CN201510579699.6A Pending CN105156034A (en) | 2014-12-22 | 2015-09-11 | Drill bit |
Country Status (1)
| Country | Link |
|---|---|
| CN (7) | CN104499945A (en) |
Cited By (3)
| 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 |
| CN106337660A (en) * | 2016-11-01 | 2017-01-18 | 周兆弟 | Double-pressure-holding power down-set pile driver |
| CN107605416A (en) * | 2017-10-30 | 2018-01-19 | 江苏谷登工程机械装备有限公司 | A kind of rotary machine hand |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912501A (en) * | 2015-06-30 | 2015-09-16 | 江苏谷登工程机械装备有限公司 | Rod-feeding mechanism for drill rod |
| CN104989275A (en) * | 2015-07-10 | 2015-10-21 | 无锡中地钻探装备有限公司 | Horizontal directional drilling machine with double drill pipes |
| CN105714824B (en) * | 2016-02-04 | 2017-12-01 | 江苏谷登工程机械装备有限公司 | A kind of pile press machine and its pile pressing method |
| CN105756060A (en) * | 2016-04-08 | 2016-07-13 | 徐玉杰 | Mixing pile machine with drill pipes being automatically connected |
| CN112942346B (en) * | 2021-02-03 | 2022-05-24 | 江西中恒地下空间科技有限公司 | Batter pile construction equipment |
| CN113006693A (en) * | 2021-04-06 | 2021-06-22 | 北京中科中电电力工程管理有限公司 | Trenchless directional drilling pipe laying equipment and construction process thereof |
| CN113957893A (en) * | 2021-10-26 | 2022-01-21 | 山河智能装备股份有限公司 | Hole-leading type static pile press |
| CN116971719B (en) * | 2023-07-31 | 2024-05-17 | 海南卓典高科技开发有限公司 | Gate-type pile machine and cast-in-place pile construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5233306A (en) * | 1975-09-09 | 1977-03-14 | Kumagai Gumi Co Ltd | Static pile driving method in use of water jet |
| CN201943072U (en) * | 2011-01-28 | 2011-08-24 | 中南大学 | Hydraulic static pile pressing machine with folding type stand column |
| CN103233687A (en) * | 2013-05-07 | 2013-08-07 | 江苏谷登工程机械装备有限公司 | Automatic drill pipe assembly and disassembly mechanism of trenchless horizontal directional drilling machine |
| CN203716150U (en) * | 2014-01-15 | 2014-07-16 | 恒天九五重工有限公司 | Drilling press pile combined type pile machine |
| 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 |
| CN204849765U (en) * | 2015-06-26 | 2015-12-09 | 江苏谷登工程机械装备有限公司 | Pile sinking reamer |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6088783A (en) * | 1983-10-18 | 1985-05-18 | 日本重化学工業株式会社 | Arrangement of conductor pipe in pit opening |
| CN102561946B (en) * | 2012-02-01 | 2014-07-23 | 山河智能装备股份有限公司 | Drill while drilling machine and construction method of pile while drilling |
| CN103061673B (en) * | 2013-02-06 | 2015-08-12 | 湖南优力特重工有限公司 | Multifunctional micropile rig |
| CN103277044B (en) * | 2013-06-17 | 2015-08-05 | 邵金安 | SDL stake work driving method and be exclusively used in and implement the pile work drilling machine of the method |
| CN103758453B (en) * | 2014-01-23 | 2015-09-23 | 长沙精拓工程机械有限公司 | Intelligent microdrill |
| CN104499946B (en) * | 2014-12-22 | 2016-09-14 | 江苏谷登工程机械装备有限公司 | Umbrella-type reaming bit |
| CN104929522A (en) * | 2015-06-26 | 2015-09-23 | 江苏谷登工程机械装备有限公司 | Drilling hole reaming mechanism |
| CN104948113A (en) * | 2015-06-26 | 2015-09-30 | 江苏谷登工程机械装备有限公司 | Drill bit |
| CN205154023U (en) * | 2015-09-11 | 2016-04-13 | 江苏谷登工程机械装备有限公司 | Creep into reaming mechanism |
-
2014
- 2014-12-22 CN CN201410805016.XA patent/CN104499945A/en active Pending
-
2015
- 2015-06-26 CN CN201520449592.5U patent/CN204753589U/en not_active Withdrawn - After Issue
- 2015-06-26 CN CN201510363355.1A patent/CN104929123B/en active Active
- 2015-06-26 CN CN201510361729.6A patent/CN104912076B/en active Active
- 2015-09-11 CN CN201510575208.0A patent/CN105178861A/en active Pending
- 2015-09-11 CN CN201520703601.9U patent/CN205225081U/en active Active
- 2015-09-11 CN CN201510579699.6A patent/CN105156034A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5233306A (en) * | 1975-09-09 | 1977-03-14 | Kumagai Gumi Co Ltd | Static pile driving method in use of water jet |
| CN201943072U (en) * | 2011-01-28 | 2011-08-24 | 中南大学 | Hydraulic static pile pressing machine with folding type stand column |
| CN103233687A (en) * | 2013-05-07 | 2013-08-07 | 江苏谷登工程机械装备有限公司 | Automatic drill pipe assembly and disassembly mechanism of trenchless horizontal directional drilling machine |
| CN203716150U (en) * | 2014-01-15 | 2014-07-16 | 恒天九五重工有限公司 | Drilling press pile combined type pile machine |
| 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 |
| CN204753589U (en) * | 2014-12-22 | 2015-11-11 | 江苏谷登工程机械装备有限公司 | A static pressure stake machine complete machine is planted in reaming |
| CN204849765U (en) * | 2015-06-26 | 2015-12-09 | 江苏谷登工程机械装备有限公司 | Pile sinking reamer |
Cited By (4)
| 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 |
| CN106337660A (en) * | 2016-11-01 | 2017-01-18 | 周兆弟 | Double-pressure-holding power down-set pile driver |
| CN106337660B (en) * | 2016-11-01 | 2019-12-31 | 周兆弟 | Double-holding-pressure power underneath pile driver |
| CN107605416A (en) * | 2017-10-30 | 2018-01-19 | 江苏谷登工程机械装备有限公司 | A kind of rotary machine hand |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104499945A (en) | 2015-04-08 |
| CN104912076B (en) | 2016-10-26 |
| CN205225081U (en) | 2016-05-11 |
| CN104912076A (en) | 2015-09-16 |
| CN105178861A (en) | 2015-12-23 |
| CN104929123B (en) | 2016-11-16 |
| CN105156034A (en) | 2015-12-16 |
| CN204753589U (en) | 2015-11-11 |
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Address after: 224100 south of Weisan Road, Dafeng Development Zone, Yancheng City, Jiangsu Province Patentee after: Jiangsu Gudeng Heavy Machinery Technology Co.,Ltd. Address before: 224100 south of Weisan Road, Dafeng Development Zone, Yancheng City, Jiangsu Province Patentee before: JIANGSU GUDENG HEAVY MACHINERY EQUIPMENT TECHNOLOGY Co.,Ltd. |
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