CN102602835A - Dual-drive high-torsion double-rope winch structure of board plugging machine - Google Patents
Dual-drive high-torsion double-rope winch structure of board plugging machine Download PDFInfo
- Publication number
- CN102602835A CN102602835A CN2012100954896A CN201210095489A CN102602835A CN 102602835 A CN102602835 A CN 102602835A CN 2012100954896 A CN2012100954896 A CN 2012100954896A CN 201210095489 A CN201210095489 A CN 201210095489A CN 102602835 A CN102602835 A CN 102602835A
- Authority
- CN
- China
- Prior art keywords
- elevator
- steel cable
- steel
- planetary reducer
- cylinder
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
- Earth Drilling (AREA)
Abstract
A dual-drive high-torsion double-rope winch structure of a board plugging machine relates to the technical field of winch devices of board plugging machines. A winch of the dual-drive high-torsion double-rope winch structure is respectively connected with one end of a first steel rope and one end of a second steel rope, the first steel rope and the second steel rope respectively begin to be wound from the two ends of the winch, the other end of the first steel rope is connected with a steel sleeve after being wound through a top pulley block, and the other end of the second steel rope is connected with the steel sleeve after being wound through a tensioning pulley block and a lower pulley block; and a winch drum is arranged on the winch, a first planetary reducer and a second planetary reducer are respectively arranged at two ends of the winch drum, the first planetary reducer is connected with a first motor, and the second planetary reducer is connected with a second motor. The dual-drive high-torsion double-rope winch structure of the board plugging machine is simple in structure and high in power, is applicable to various soil structures, and achieves the purpose of adaptive tensioning.
Description
Technical field
The present invention relates to the technical field of board-plugging device winding plant.
Background technology
Domestic original board-plugging device all is to lean on the electric vibrating hammer being with the steel sleeve vibration, by the deadweight of steel sleeve and electric vibrating hammer sleeve pipe is inserted soil.This plate method speed is influenced by soil hardness can't be controlled, even the pan soil earth that has can't insert at all.Simultaneously because the equipment volume can not excessive (otherwise preponderance), so the equipment sectional dimension is restricted, and the diameter of cylinder of elevator also just is restricted.The diameter that is installed on elevator in-to-in planetary reducer so also is restricted.And the diameter of planetary reducer is directly proportional with the moment of torsion that can provide, so the too small reductor of diameter can not satisfy the requirement of big insertion force and pulling force.
Summary of the invention
The object of the invention provides a kind of simple in structure, can adapt to various soil textures, and power is strong, can the two high pulling torque duplex type elevator structures that drive of the slack-free board-plugging device of self adaptation.
The two high pulling torque duplex type elevator structures that drive of a kind of board-plugging device; Comprise top pulleys group, steel sleeve, tension pulley block group, elevator, elevator cylinder, lower pulley group, first motor, first planetary reducer, second motor, second planetary reducer; Elevator is connected with an end of first steel cable, second steel cable respectively; First steel cable, second steel cable begin to twine from the two ends of elevator respectively; Be connected with steel sleeve after the other end process top pulleys group of first steel cable, be connected with steel sleeve after the other end process tension pulley block group of second steel cable, the lower pulley group; The elevator cylinder is set on the elevator, and the two ends of elevator cylinder are provided with first planetary reducer, second planetary reducer respectively, and first planetary reducer is connected with first motor, and second planetary reducer is connected with second motor.
The present invention arranges the leading sheave group on the steel cable between tension pulley block group and the elevator.
Connect tensioning hydro-cylinder on the tension pulley block group of the present invention.
Connect self adaptation tensioning elastic body on the tensioning hydro-cylinder of the present invention.
The present invention adopts technique scheme; Compared with prior art have following advantage: hoisting system is equipped with in the present invention on equipment, is twining two steel cables on the elevator, and the two ends from elevator begin to twine (the steel cable rotation direction is identical) respectively; When elevator rotates insertion; Wherein one steel cable is regained, and steel sleeve inserts soil down, and another strand steel cable is put rope; When the elevator counter-rotation, the steel cable of originally putting rope is regained, and through the top pulleys group steel sleeve is extracted soil, and original steel cable of receiving rope is put rope.This through elevator the intubate of power to be provided be to receive HYDRAULIC CONTROL SYSTEM fully, simple in structure, and soil hardness can not bring influence to insertion speed.The steel sleeve of this elevator pressurization plate mechanism is to slide up and down in the chute on being arranged on equipment; The sleeve pipe that vibrates the board-plugging device of hammer with domestic prior electric does not have guiding; Be not sure of the angle of sleeve pipe insertion and compare, this kind plate mechanism can satisfy the requirements for quality of construction fully.
The present invention simultaneously installs a planetary reducer and a motor respectively at the two ends of the inner elevator cylinder of elevator.Two motor oil oral sex forks join, and such two motor switched in opposite exert oneself for simultaneously the elevator cylinder, have improved the power of elevator.
The present invention is through connecting tensioning hydro-cylinder on the tension pulley block group, tensioning hydro-cylinder and self adaptation tensioning elastic body have guaranteed that steel cable can not produce rope skipping or disorder cable at elevator, and equipment still can normal operation, can the self adaptation tensioning.
Description of drawings
Fig. 1 is the scheme drawing of duplex type elevator structure of the present invention.
Fig. 2 is the structural representation of elevator cylinder of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing technical scheme of the present invention is elaborated:
Like Fig. 1, shown in Figure 2; The two high pulling torque duplex type elevator structures that drive of a kind of board-plugging device; Comprise top pulleys group 1, steel sleeve 2, tension pulley block group 3, elevator 7, elevator cylinder 8, lower pulley group 9, first motor 10, first planetary reducer 11, second motor 12, second planetary reducer 13; Elevator 7 is connected with an end of first steel cable 14, second steel cable 15 respectively; First steel cable 14, second steel cable 15 begin to twine from the two ends of elevator 7 respectively, and the other end of first steel cable 14 is connected with steel sleeve 2 through top pulleys group 1 back, are connected with steel sleeve 2 after the other end process tension pulley block group 3 of second steel cable 15, the lower pulley group 9; Elevator cylinder 8 is set on the elevator 7, and the two ends of elevator cylinder 8 are provided with first planetary reducer 11 respectively, second planetary reducer, 13, the first planetary reducers 11 are connected with first motor 10, and second planetary reducer 13 is connected with second motor 12.
As shown in Figure 1, the present invention arranges leading sheave group 4 on the steel cable between tension pulley block group 3 and the elevator 7.
As shown in Figure 1, connect tensioning hydro-cylinder 5 on the tension pulley block group 3 of the present invention.
As shown in Figure 1, connect self adaptation tensioning elastic body 6 on the tensioning hydro-cylinder 5 of the present invention.
As shown in Figure 1; Hoisting system is equipped with in the present invention on equipment; Twine first steel cable 14, second steel cable 15 on the elevator 7 respectively; First steel cable 14, second steel cable 15 begin to twine (the steel cable rotation direction is identical) from the two ends of elevator respectively, and second steel cable 15 is back to the bottom of equipment through its top leading sheave group 4 and tension pulley block group 3, pass through again lower pulley group 9 up bolt on steel sleeve 2; First steel cable 14 is directly up to equipment top pulleys group 1, returns down also bolt on steel sleeve 2.When elevator 7 rotated insertion, second steel cable 15 was regained, and steel sleeve inserts soil down, and first steel cable 14 is put rope; When elevator 7 counter-rotation, first steel cable 14 is regained, and through top pulleys group 1 steel sleeve 2 is extracted soil, and second steel cable 15 is put rope.
As shown in Figure 2, the present invention installs first motor 10, first planetary reducer 11, second motor 12, second planetary reducer 13 respectively at elevator cylinder 8 two ends.Two motor oil oral sex forks join, and such two motor switched in opposite exert oneself for simultaneously elevator cylinder 8.
Connect tensioning hydro-cylinder 5 on the tension pulley block group 3 of the present invention, tensioning hydro-cylinder 5 is connected with self adaptation tensioning elastic body 6 again.Because the existence of the adsorption affinity f of sleeve pipe deadweight G and soil, pulling force is bigger about 1.5 times than insertion force in the working process, and to extend will be than tube drawing the time steel cable elongation little for steel cable when also being intubate.Simultaneously as can be seen from Figure 1; Confirmed that by the installation site of elevator 7 intubate first steel cable 14 has been lacked much than tube drawing second steel cable 15 when maximum pulling force (also being that sleeve pipe is inserted into the innermost); Second steel cable, 15 elongations had been lacked quite a few times when therefore, the elongation of first steel cable 14 was than tube drawing during intubate.Therefore, as shown in Figure 1, we are installed in tensioning hydro-cylinder 5 on the body frame of bottom; And a self adaptation tensioning elastic body 6 has been installed in tensioning hydro-cylinder 5 bottoms; This self adaptation tensioning elastic body 6 is restrained simultaneously stroke necessarily, after compression arrives the trip, the supporting power of oil cylinder (Zhang Shengli) will be provided by the oil cylinder lower bearing pin; To guarantee that there is certain predetermincd tension F0 the closed loop inside of being made up of two steel cables, the big young pathbreaker of this predetermincd tension is near the required insertion force of intubate (F0 ≈ f1).At this moment the preparatory elongation of stretching of first steel cable 14 is d1, and the preparatory elongation of second steel cable 15 is d2, and when the steel cable joint of steel sleeve 2 was got back to the equipment top, the not coiling length of first steel cable 14 and second steel cable 15 was approximately equal, so d1 ≈ d2.
When steel sleeve 2 of the present invention is got back to the top and is inserted operation: F1=F2-G, at this moment: F1=F0, also promptly: F2=F0+G
When inserting operation: F1=f1+F2-G
When carrying out the tube drawing operation: F2=f1+F1+G
Wherein: F1 is the pulling force of first steel cable 14, and F2 is the pulling force of second steel cable 15, and G is the deadweight of steel sleeve, soil resistance force when f1 is intubate, soil resistance force when f2 is tube drawing
When the intubate operation; Because the resistance of soil makes the corresponding increase of tension force of first steel cable 14, elongation is linear the increasing with the increase of putting forth effort also; The elongation of corresponding second steel cable 15 is also corresponding to be reduced; The equal in length that the length that reduces and first steel cable 14 increase, also being that F2 is corresponding reduces, and remains on the state of balance.When soil resistance force increases near the steel cable predetermincd tension (f1 ≈ F0), the double length when first steel cable 14 will be elongated to pretension, at this moment second steel cable, 15 elongations are also withdrawn and are approached 0, also are the tensile force f 1 ≈ f1-G of first steel cable 14.Second steel cable 15 is not loose yet, and elevator is in proper working order.
When carrying out the tube drawing operation, because the resistance of soil and the deadweight of steel sleeve, the pulling force of first steel cable 14 was much bigger when the pulling force of second steel cable 15 can be than intubate.And this moment because steel sleeve 2 is most of or all insert ground, the not coiling length of first steel cable 14 is shorter, the twice of the length of second steel cable 15 during near intubate not; Therefore, when tube drawing, the elongation of second steel cable 15 will be the twice during intubate not; At this moment first steel cable 14 will relax, and self adaptation tensioning this moment elastic body 6 will play a role, and oil cylinder is risen; To compensate the loose of first steel cable 14; And make first steel cable 14 keep the Zhang Shengli that produces by elastic body elastic force, and first steel cable 14 will can disorder cable not occur on elevator 7, and machine still can normal operation.
Claims (4)
1. two high pulling torque duplex type elevator structures that drive of a board-plugging device; It is characterized in that comprising top pulleys group (1), steel sleeve (2), tension pulley block group (3), elevator (7), elevator cylinder (8), lower pulley group (9), first motor (10), first planetary reducer (11), second motor (12), second planetary reducer (13); Elevator (7) is connected with an end of first steel cable (14), second steel cable (15) respectively; First steel cable (14), second steel cable (15) begin to twine from the two ends of elevator (7) respectively; The other end of first steel cable (14) is connected with steel sleeve (2) through top pulleys group (1) back, and the other end of second steel cable (15) is connected with steel sleeve (2) through tension pulley block group (3), lower pulley group (9) back; Elevator cylinder (8) is set on the elevator (7); The two ends of elevator cylinder (8) are provided with first planetary reducer (11), second planetary reducer (13) respectively; First planetary reducer (11) is connected with first motor (10), and second planetary reducer (13) is connected with second motor (12).
2. the two high pulling torque duplex type elevator structures that drive of board-plugging device according to claim 1 is characterized in that arranging on the above-mentioned steel cable that is positioned between tension pulley block group (3) and the elevator (7) leading sheave group (4).
3. the two high pulling torque duplex type elevator structures that drive of board-plugging device according to claim 1 is characterized in that above-mentioned tension pulley block group (3) goes up connection tensioning hydro-cylinder (5).
4. the two high pulling torque duplex type elevator structures that drive of board-plugging device according to claim 3 is characterized in that above-mentioned tensioning hydro-cylinder (5) upward connects self adaptation tensioning elastic body (6).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012100954896A CN102602835A (en) | 2012-04-01 | 2012-04-01 | Dual-drive high-torsion double-rope winch structure of board plugging machine |
PCT/CN2012/087433 WO2013149487A1 (en) | 2012-04-01 | 2012-12-25 | Twin rope winch structure with twin drive and high torque for plate inserting machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012100954896A CN102602835A (en) | 2012-04-01 | 2012-04-01 | Dual-drive high-torsion double-rope winch structure of board plugging machine |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102602835A true CN102602835A (en) | 2012-07-25 |
Family
ID=46520713
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012100954896A Pending CN102602835A (en) | 2012-04-01 | 2012-04-01 | Dual-drive high-torsion double-rope winch structure of board plugging machine |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN102602835A (en) |
WO (1) | WO2013149487A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013149487A1 (en) * | 2012-04-01 | 2013-10-10 | 江苏上骐集团有限公司 | Twin rope winch structure with twin drive and high torque for plate inserting machine |
CN106477470A (en) * | 2016-12-12 | 2017-03-08 | 恒天九五重工有限公司 | The guider of running block and rig |
CN110329936A (en) * | 2019-06-27 | 2019-10-15 | 三一重机有限公司 | Tension structure, static pressure board-plugging device wirerope elevator structure and static pressure board-plugging device |
CN112357725A (en) * | 2020-11-26 | 2021-02-12 | 中国矿业大学 | Multi-rope tension balancing adjusting device and method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2039304U (en) * | 1988-11-23 | 1989-06-14 | 铁道部株洲电力机车工厂 | Electrically-lifted gang board |
CN2576798Y (en) * | 2002-11-18 | 2003-10-01 | 中国人民解放军91099部队 | Machine for inserting hydraulic plastic water-discharge board of single pump |
CN201013226Y (en) * | 2007-02-27 | 2008-01-30 | 管佩先 | Automatic percussion pumping-up reverse circulation drill |
CN101736736A (en) * | 2009-12-30 | 2010-06-16 | 王来朋 | Integral-disc fixed and ordered transferring mechanism of drain board of ultra-soft layer spiling machine |
CN201785745U (en) * | 2010-08-25 | 2011-04-06 | 江苏南水土建工程公司 | Shallow-layer plate inserting machine of soft soil foundation |
CN202543889U (en) * | 2012-04-01 | 2012-11-21 | 江苏上骐集团有限公司 | Dual-drive high-torque double-rope hoisting structure for spiling machine |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11200358A (en) * | 1998-01-14 | 1999-07-27 | Chowa Kogyo Kk | Method and device for creating sand pile |
CN2430472Y (en) * | 2000-07-27 | 2001-05-16 | 天津市水利科学研究所 | Static force pull press plate inserting machine |
CN102602835A (en) * | 2012-04-01 | 2012-07-25 | 江苏上骐集团有限公司 | Dual-drive high-torsion double-rope winch structure of board plugging machine |
-
2012
- 2012-04-01 CN CN2012100954896A patent/CN102602835A/en active Pending
- 2012-12-25 WO PCT/CN2012/087433 patent/WO2013149487A1/en active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2039304U (en) * | 1988-11-23 | 1989-06-14 | 铁道部株洲电力机车工厂 | Electrically-lifted gang board |
CN2576798Y (en) * | 2002-11-18 | 2003-10-01 | 中国人民解放军91099部队 | Machine for inserting hydraulic plastic water-discharge board of single pump |
CN201013226Y (en) * | 2007-02-27 | 2008-01-30 | 管佩先 | Automatic percussion pumping-up reverse circulation drill |
CN101736736A (en) * | 2009-12-30 | 2010-06-16 | 王来朋 | Integral-disc fixed and ordered transferring mechanism of drain board of ultra-soft layer spiling machine |
CN201785745U (en) * | 2010-08-25 | 2011-04-06 | 江苏南水土建工程公司 | Shallow-layer plate inserting machine of soft soil foundation |
CN202543889U (en) * | 2012-04-01 | 2012-11-21 | 江苏上骐集团有限公司 | Dual-drive high-torque double-rope hoisting structure for spiling machine |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013149487A1 (en) * | 2012-04-01 | 2013-10-10 | 江苏上骐集团有限公司 | Twin rope winch structure with twin drive and high torque for plate inserting machine |
CN106477470A (en) * | 2016-12-12 | 2017-03-08 | 恒天九五重工有限公司 | The guider of running block and rig |
CN110329936A (en) * | 2019-06-27 | 2019-10-15 | 三一重机有限公司 | Tension structure, static pressure board-plugging device wirerope elevator structure and static pressure board-plugging device |
CN112357725A (en) * | 2020-11-26 | 2021-02-12 | 中国矿业大学 | Multi-rope tension balancing adjusting device and method |
CN112357725B (en) * | 2020-11-26 | 2021-09-03 | 中国矿业大学 | Multi-rope tension balancing adjusting device and method |
Also Published As
Publication number | Publication date |
---|---|
WO2013149487A1 (en) | 2013-10-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3568348B1 (en) | Deepwater hoisting system and method | |
CN106946120B (en) | A kind of extra deep shaft hoisting container end steel wire rope tension regulating device and method | |
CN102602835A (en) | Dual-drive high-torsion double-rope winch structure of board plugging machine | |
ATE449741T1 (en) | ARRANGEMENT FOR ELEVATOR CABLE FORCE COMPENSATION AND ELEVATOR | |
CN202415048U (en) | Friction type hoisting system | |
CN104016255A (en) | Double-direction turning and lifting device | |
CN205981936U (en) | Special type cable tension bending test device | |
CN202543889U (en) | Dual-drive high-torque double-rope hoisting structure for spiling machine | |
CN105173975A (en) | Synchronous head sheave balance adjustment method for multi-rope winding type elevator | |
CN204727421U (en) | A kind of metal pipe material hanging device | |
MY161515A (en) | Hoisting method and assembly for abandoning and/or recovering an underwater pipeline from a laying vessel, and laying vessel equipped with such a hoisting assembly | |
CN104372810B (en) | A kind of test unit of simulating pile foundation anti-bending strength | |
CN105239511B (en) | Steel strand tension device | |
CN105019866B (en) | A kind of efficient direct-drive oil extractor with single action pulley and single fixed pulley | |
CN202046781U (en) | Tension balanced self-adjusting rope hitch device | |
CN204297873U (en) | A kind of traction elevator steel wire rope tension is from equilibrium liquid pressure device | |
CN102344086B (en) | Method for replacing lifting ropes of multi-rope frictional geared winch | |
CN109110665A (en) | It is a kind of for being twisted the draw off gear of rope | |
CN206553124U (en) | A kind of endless rope winch electromagnetic tensioning de-Vl | |
CN216016275U (en) | Wire tightening device | |
CN201191731Y (en) | Electric tackle | |
CN102155188B (en) | A kind of uneven formula hydraulic pumping unit | |
CN101260796A (en) | Underground balancing drum long stroke pumping unit | |
CN104401888B (en) | Super lifting device and crane | |
CN202575817U (en) | Winch rope stabilizing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120725 |