KR20180037026A - Pile frame and its installation method - Google Patents
Pile frame and its installation method Download PDFInfo
- Publication number
- KR20180037026A KR20180037026A KR1020187006162A KR20187006162A KR20180037026A KR 20180037026 A KR20180037026 A KR 20180037026A KR 1020187006162 A KR1020187006162 A KR 1020187006162A KR 20187006162 A KR20187006162 A KR 20187006162A KR 20180037026 A KR20180037026 A KR 20180037026A
- Authority
- KR
- South Korea
- Prior art keywords
- hydraulic cylinder
- connecting member
- column
- support
- stretching
- Prior art date
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Classifications
-
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
- E02D7/16—Scaffolds or supports for drivers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
Abstract
A pile frame includes a chassis (1), a main body (2), a column (3), an inclined support (4), and a 'person' type bracket (5) A protruding connector 4e and a movable connecting member 4g are provided on the inclined support 4 and a first intermediate connecting member 5c and a second intermediate connecting member 5d are provided on the human type bracket 5 And a fixed connecting member 2h is provided on the retractable rear support leg 2d of the main body 2. The present invention also relates to a method of using and installing a pile frame.
Description
The present invention relates to a pile frame and, more particularly, to a pile frame which can be raised and lowered by itself without an auxiliary facility other than the equipment itself. The present invention also relates to a pile frame, will be.
The pile frame is an indispensable mechanical equipment for the construction of the foundation, and all mechanical equipments such as pile hammers, pile hammer, drilling machine, etc. should be hanged and installed on the pile frame; When the pile frame is classified as traveling type, it is mainly divided into two types; a walking pile frame and a caterpillar pile frame; However, for any type of pile frame, its structure typically consists of a chassis, a body, a column, an inclined support and a power system; In case of moving the work place to a long distance because of the relatively long pillar and sloped pillar of the pile frame, it is possible to transport after separating and dismantling the pillar and sloped pillar. After arriving at the new place, You can not use it until you re-install and re-install it; Therefore, the dismantling, installation, erecting and lowering of columns and sloped columns of the pile frame is an important part of the process of using the pile frame.
Currently known methods of such pile frames and laying down and laying down are mainly the following:
Type pile frame, for example a caterpillar pile frame as disclosed in
It is an object of the present invention to provide a pile frame and a method of using and installing the pile frame so that a large pile frame can easily and easily be built up and laid down and the entire pile frame can be transported without disassembling the pillar and the inclined pillar, To ensure the rationality of the supporting structure of the column, thereby lowering the cost of use, increasing the working efficiency, and enhancing the stability and safety of the entire facility.
The object of the present invention is achieved through the following technical solutions:
The pile frame includes a movable chassis, a body, a column, an inclined support and a " person " bracket.
The movement of the movable chassis may be a walking type or a caterpillar type; The body is provided with a front support bracket, a front support leg, a middle hinge support, a retractable rear support leg, a cockpit and a power system; Wherein the column is composed of a lower column and an upper column, the column is provided with a guide rail and a sliding device, a lower column is further provided with a suspension, and a lower end of the column is hinged to a front support bracket on the body; The sliding device can freely slide in the guide rails of the columns and can be hingedly connected to the columns by shaft pins, respectively; The inclined post is constituted by a stretching device and a stretching and hydraulic cylinder connected to both ends of the support bar and the support bar, one end of the inclined post is hinged to the sliding device of the post and the other end is hinged to the ' So that the column has a three-point supporting state; Type frame and the lifting hydraulic cylinder are integrally hinged to each other and the 'hinge connection point' portion of the 'I' -shaped frame and the lifting hydraulic cylinder is connected to the intermediate hinge support of the main body by the shaft pin Type frame and the other end of the lifting hydraulic cylinder are hinged to the front and rear portions of the body, respectively.
The pile frame further includes one protruding connector on the cylinder body of the elongated and contracted hydraulic cylinder of the inclined post, and one movable connecting member is hingedly connected to the extensible rod of the elongated and contracted hydraulic cylinder of the inclined post, The first intermediate linking member and the second intermediate linking member forming one set are further provided on the 'one' shaped frame, and the fixed linking member constituting one set is further provided on the rear support legs which are vertically and horizontally expandable and contractible The extension hydraulic cylinder of the inclined post can be hinged to the second intermediate connecting member of the 'one' type frame by the projecting connector and the shaft pin; The movable connecting member on the stretching rod of the stretchable hydraulic cylinder of the inclined support can be connected and fixed on the first intermediate connecting member of the 'one-shaped' frame by the shaft pin, As shown in Fig.
The method of using and installing the pile frame includes the following steps:
1. Transporting the entire body of the pile frame to the construction site without disassembling the chassis, the main body, the lower column, the inclined support and the " person " At this time, the movable connecting member on the stretching rod of the stretching and hydraulic cylinder of the inclined support is connected and fixed to the first intermediate connecting member on the 'I' shaped frame by the shaft pin, The sliding device is fixedly connected to the lower column by a shaft pin.
2. Suspension of the upper column, which has already been transported to the construction site, by suspension of the lower column, suspend the upper column by the movement of the chassis and place it horizontally on the pedestal.
3. Adjusting the lower column horizontally by using the lifting action of the lifting hydraulic cylinder of the 'person' bracket, aligning the lower column and the upper column by aligning them using the movement of the chassis; Also, the shaft pin for connecting and fixing the sliding device and the lower column is pulled out to release the fixed restraint.
4. The front support leg on the body is supported by the ground and the rear support leg is extended horizontally to a set position and extended vertically to receive support of the ground; The extension and retraction rod of the slant post and the extension and contraction hydraulic cylinder of the extension and contraction hydraulic cylinder extend outward and the sliding device on the column slides to the set position following the guide rail and hinges and fixes the sliding device and the column by the shaft pin.
5. Extension and contraction of the slant support The extension rod of the hydraulic cylinder shrinks and the pillar is then lifted up by rotating around the hinge connection point with the front support bracket.
6. The method further comprises the steps of:
①. When the extensible rod of the extension / contraction hydraulic cylinder is contracted to the set position, the post ascends up to the set angle (beta) and the projecting connector on the cylinder body of the extensible hydraulic cylinder of the inclined post and the second intermediate connection The members are also already aligned and in contact with each other.
②. Shaped frame and a second intermediate connecting member on the '1' -type frame are hinged and fixed by using a shaft pin, and then the movable connecting member of the telescopic rod of the telescopic hydraulic cylinder and the ' The shaft pin for connecting and fixing the first intermediate linking member on the first shaft is released to release the restraint therebetween.
③. The stretchable rod of the stretchable hydraulic cylinder of the tilt strut and the movable connecting member thereon are extended together until the movable connecting member on the stretchable rod and the fixed connecting member on the stretchable rear supporting leg are brought into alignment and the shaft pin To connect and fix the movable connecting member on the stretching rod of the stretching and hydraulic cylinder and the fixed connecting member on the retractable rear supporting leg.
④. The projecting connector on the cylinder body of the stretching and hydraulic cylinder and the shaft pin for connecting and securing the second intermediate connecting member on the '1' -type frame are pulled out to release the restraint of both.
⑤. The telescopic rod of the telescopic hydraulic cylinders of the ramp support shrinks and the pillar is subsequently lifted up until it reaches a vertical position that is rotated 90 degrees with the ground plane with the hinge connection point of the front support bracket as an axis; The lifting hydraulic cylinder of the 'human' type bracket shrinks to bring the 'human' type bracket to the set position, and by fixing the 'human' type bracket to the middle hinge support of the body by the shaft pin, do.
7. The lowering operation of the pile frame proceeds in the reverse order of the steps as described above.
The pile frame according to the present invention has the following excellent effects and advantages:
1. According to the present invention, a large-sized pile frame can be operated easily and conveniently, can be safely and reliably used, and can be raised and lowered, thereby remarkably improving work efficiency.
2. According to the present invention, it is not necessary to insert auxiliary equipment and devices such as a hoist and a crane into the work, so that the cost of use of personnel and equipment can be drastically reduced.
3. According to the present invention, it is possible to transport the large pile frame in its entirety without disassembling the pillar and the inclined support when transporting the work place, thereby lowering the use cost of personnel and facilities and increasing the work efficiency;
4. According to the present invention, the movable connecting member on the stretching rod of the stretching and hydraulic cylinders of the inclined struts of the pile frame, assuming that the pile frame is integrally transported and self-erecting and lowering, The distance Lc in the transverse direction between the supporting points on the body and the vertical distance Lc from the supporting point to the column are sufficiently wide and the height position Yc of the supporting point is low See Fig. 6), thereby improving the stability and safety of the entire facility.
1 is a front view of a first type pile frame according to the prior art.
Fig. 2 is a perspective view of the first type pile frame shown in Fig. 1 in the A direction.
3 is a front view of a second type pile frame according to the prior art.
4 is a B perspective view of the second type pile frame shown in Fig.
5 is a front view of a pile frame as a first embodiment of the present invention.
6 is a perspective view in the C direction of the pile frame shown in Fig.
7 is a structural explanatory view when the present invention is in a transportation state.
8 is a state in which the upper column is suspended and assembled when the present invention is assembled.
9 is a state in which the upper column and the lower column are connected when the present invention is in an assembled state.
10 is a state in which the sliding device slides when the present invention is in an assembled state.
FIG. 11 is a view showing a state in which when the fitting angle between the column and the ground is?, When the present invention is in an assembled state, and when the movable connection member and the fixed connection member are not connected.
12 is an enlarged view in the direction D in Fig.
13 is an enlarged view in the direction D in Fig. 11 after the fourth pin is taken out.
FIG. 14 is a state diagram when the angle between the column and the ground is? When the present invention is in an assembled state, wherein the movable connecting member and the stationary connecting member are connected.
15 is an enlarged view in the direction E in Fig.
16 is a state in which the present invention is moved from an assembled state to an operation state.
17 is a structural explanatory view of the working state of the present invention.
Hereinafter, the present invention will be described in detail with reference to the accompanying drawings and embodiments.
Example 1: Pile frame
See FIGS. 5, 6, 11, 12, 13, 14 and 15.
The pile frame includes a
The manner of movement of the
The pile frame is further provided with one projecting
Example 2: Method of using and installing a pile frame.
7, 8, 9, 10, 11, 12, 13, 14, 15, 16, and 17. FIG.
The method of using and installing the pile frame includes the following steps:
1. Carrying the
2. Suspension of the
3. Using the lifting action of the lifting
4. The
5. The
6. The method further comprises the steps of:
①. When the
②. The projecting
③. Until the movable connecting
④. The
⑤. The
7. The lowering operation of the pile frame proceeds in the reverse order of the steps as described above.
While the present invention has been described with reference to the above preferred embodiments, it will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the inventions. Pile frames and corresponding use and installation methods may be carried out.
1 ': chassis 2': body
2d ': rear supporting leg 3': column
4 ':
5b ': lifting hydraulic cylinder 1: chassis
2:
2b:
2d:
2f:
3:
3b:
3d: Sliding
3f:
4:
4b: stretching
4d:
4f: stretching
5: 'man'
5b: lifting
5d: second intermediate connecting
Claims (3)
One projecting connector 4e is further provided on the cylinder body 4d of the stretching and hydraulic cylinder 4c of the slant support 4 and on the stretching rod 4f of the stretching and hydraulic cylinder 4c of the slant strut 4 One movable connecting member 4g is further hinged; Type frame 5a of the 'human-type' bracket 5 is further provided with a first intermediate connecting member 5c and a second intermediate connecting member 5d forming one set; Wherein a fixed connecting member (2h) constituting one set is further provided on the rear support leg (2d) which is extendable and retractable in the longitudinal direction of the main body (2).
The stretching and hydraulic cylinder 4c of the slant post 4 can be hinged to the second intermediate connecting member 5d of the 'one' shaped frame 5a by the projecting connector 4e and the shaft pin 5e; The movable connecting member 4g on the stretching rod 4f of the stretching and hydraulic cylinder 4c of the inclined support 4 is moved by the shaft pin 4h to the first intermediate connecting member 5c and may also be connected and fixed on the fixed connecting member 2h of the rear support leg 2d which is vertically and horizontally stretchable in the main body 2. [
(b) Suspension of the upper column 3b already transported to the construction site by using the suspension 3e of the lower column 3a causes the upper column 3b to be suspended by the movement of the chassis 1, Conveying and horizontally positioning on the pedestal 6;
(c) Using the lifting action of the lifting hydraulic cylinder 5b of the 'person' type bracket 5, the lower column 3a is adjusted to a horizontal position and the lower column 3a is moved to the lower position by using the movement of the chassis 1. [ And the upper column 3b are aligned and connected to each other; Pulling out the third shaft pin (3g) for connecting and fixing the sliding device (3d) and the lower column (3a) and releasing the fixed restraint;
(d) allowing the front support leg 2b on the body 2 to receive the support of the ground and the rear support leg 2d to extend transversely to a set position and extend vertically to receive support of the ground; The extension device 4b of the slant support 4 and the extension and contraction rod 4f of the expansion and contraction hydraulic cylinder 4c are extended outward and the sliding device 3d on the column 3 is extended along the guide rail 3c And hinging and fixing the sliding device 3d and the column 3 with the second shaft pin 3f;
(e) The telescopic rod 4f of the telescopic hydraulic cylinder 4c of the inclined support 4 contracts and the pillar 3 is rotated by the inclined support 4 with the hinge connection point of the front support bracket 2a as the central axis And lifting up;
Lt; / RTI >
(f) When the extensible rod 4f of the extensible hydraulic cylinder 4c of the inclined support 4 is contracted to the set position, the column 3 rises up to the set angle? The protruding connector 4e on the cylinder body 4d of the cylinder 4c and the second intermediate connecting member 5d on the 'one-shaped frame 5a are already aligned and connected to each other; The fifth shaft pin 5e is used to hinge the protruding connector 4e on the cylinder body 4d of the stretch and hydraulic cylinder 4c and the second intermediate connecting member 5d on the ' Shaped frame 5a and a fourth shaft pin (not shown) for connecting and fixing the movable connecting member 4g of the stretching rod 4f of the stretching and hydraulic cylinder 4c to the first intermediate connecting member 5c on the ' 4h) to release the constraint between them;
(g) stretching the stretchable hydraulic cylinder 4c of the inclined support 4 until the movable connecting member 4g on the stretchable rod 4f and the fixed connecting member 2h on the rear support leg 2d are aligned by abutting The rod 4f and the movable connecting member 4g on the rod 4f are extended out together and the movable connecting member 4g on the stretching rod 4f of the stretching and hydraulic cylinder using the fourth shaft pin 4h Connecting and fixing the fixed connecting member (2h) on the retractable rear support leg (2d);
(h) A fifth shaft pin 5e for connecting and fixing the projecting connector 4e on the cylinder body 4d of the stretch- and-hydraulic cylinder 4c and the second intermediate connecting member 5d on the 'one-shaped frame 5a, And releasing the restraint of both of them;
(i) The telescopic rod 4f of the telescopic hydraulic cylinder 4c of the inclined support 4 contracts and the pillar 3 is pivoted about the hinge connection point of the front support bracket 2a by the inclined support 4 And continues to be lifted up until it reaches a vertical state at 90 degrees to the ground; The lifting hydraulic cylinder 5b of the human type bracket 5 is contracted to bring the human type bracket 5 to the initial position and to the human type bracket 5 by the first shaft pin 2g, To the intermediate hinge support (2c) of the main body (2), thereby completing the self piling operation of the pile frame;
(j) the lowering operation of the pile frame proceeds in the reverse order of the steps as described above;
The method of claim 1 or 2, further comprising:
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510581326.2A CN105089053B (en) | 2015-09-14 | 2015-09-14 | Pile frame and using and mounting method thereof |
CN201510581326.2 | 2015-09-14 | ||
PCT/CN2016/099087 WO2017045625A1 (en) | 2015-09-14 | 2016-09-14 | Pile frame and method of using and mounting same |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20180037026A true KR20180037026A (en) | 2018-04-10 |
KR102038877B1 KR102038877B1 (en) | 2019-10-31 |
Family
ID=54570312
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020187006162A KR102038877B1 (en) | 2015-09-14 | 2016-09-14 | Pile frame and its installation method |
Country Status (4)
Country | Link |
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JP (1) | JP6498361B2 (en) |
KR (1) | KR102038877B1 (en) |
CN (1) | CN105089053B (en) |
WO (1) | WO2017045625A1 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105089053B (en) * | 2015-09-14 | 2017-02-01 | 山河智能装备股份有限公司 | Pile frame and using and mounting method thereof |
CA3004561A1 (en) * | 2018-05-09 | 2019-11-09 | Soletanche Freyssinet | Apparatus and method for subsea wall insertion |
CN108808376A (en) * | 2018-06-27 | 2018-11-13 | 武汉合康智能电气有限公司 | Charging pile automatic butt jointing device |
CN108978657A (en) * | 2018-09-21 | 2018-12-11 | 中国人民解放军军事科学院国防工程研究院 | A kind of multi-functional universal fixed device of plant stake device-specific |
CN110526138A (en) * | 2019-07-31 | 2019-12-03 | 中铁九桥工程有限公司 | A kind of amplitude variation type erecting crane |
CN110952550B (en) * | 2019-10-28 | 2024-02-27 | 广东力源液压机械有限公司 | Suspended self-supporting pile driving method and pile driver |
WO2023178638A1 (en) * | 2022-03-25 | 2023-09-28 | 山河智能装备股份有限公司 | Pile frame |
CN114855745A (en) * | 2022-06-21 | 2022-08-05 | 无锡中惠天泽智能科技有限公司 | Reversible soil parameter testing device |
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KR101114514B1 (en) * | 2010-03-31 | 2012-02-24 | 주식회사 다윈전자 | Power semiconductor module |
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JPS57169131A (en) * | 1981-04-11 | 1982-10-18 | Nippon Sharyo Seizo Kaisha Ltd | Housing of pile driver |
JPS6260631U (en) * | 1985-09-30 | 1987-04-15 | ||
DE9110495U1 (en) * | 1991-08-24 | 1991-10-17 | Ing. G. Klemm, Bohrtechnik Gmbh, 5962 Drolshagen, De | |
DE4231553C1 (en) * | 1992-09-21 | 1993-12-02 | Bauer Spezialtiefbau | Mast support for crane or drilling rig car - has support swivel arm movable over car cabin |
JP3532402B2 (en) * | 1997-12-04 | 2004-05-31 | 日立建機株式会社 | Construction machinery with leader |
JP4038782B2 (en) * | 1998-05-15 | 2008-01-30 | 三和機材株式会社 | Mast support device for traveling carriage in work machine for foundation work |
JP3310241B2 (en) * | 1999-07-28 | 2002-08-05 | 日本車輌製造株式会社 | Pile driver leader standing method and apparatus |
CN202202322U (en) * | 2011-08-30 | 2012-04-25 | 毛杰 | Foldable-type main frame of pile grouting machine |
CN202543926U (en) * | 2012-01-17 | 2012-11-21 | 上海工程机械厂有限公司 | Self-erected frame mechanism of pile driving frame |
CN202990884U (en) * | 2012-11-03 | 2013-06-12 | 广东力源液压机械有限公司 | Novel piling machine working device |
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CN104612152B (en) * | 2015-01-16 | 2016-04-13 | 山河智能装备股份有限公司 | A kind of pile frame and mounting method thereof |
CN205077486U (en) * | 2015-09-14 | 2016-03-09 | 山河智能装备股份有限公司 | Pile frame |
CN105089053B (en) * | 2015-09-14 | 2017-02-01 | 山河智能装备股份有限公司 | Pile frame and using and mounting method thereof |
-
2015
- 2015-09-14 CN CN201510581326.2A patent/CN105089053B/en active Active
-
2016
- 2016-09-14 KR KR1020187006162A patent/KR102038877B1/en active IP Right Grant
- 2016-09-14 JP JP2018532501A patent/JP6498361B2/en active Active
- 2016-09-14 WO PCT/CN2016/099087 patent/WO2017045625A1/en active Application Filing
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101114514B1 (en) * | 2010-03-31 | 2012-02-24 | 주식회사 다윈전자 | Power semiconductor module |
Also Published As
Publication number | Publication date |
---|---|
JP6498361B2 (en) | 2019-04-10 |
JP2018530690A (en) | 2018-10-18 |
KR102038877B1 (en) | 2019-10-31 |
CN105089053A (en) | 2015-11-25 |
WO2017045625A1 (en) | 2017-03-23 |
CN105089053B (en) | 2017-02-01 |
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