CN105780774A - Excavator piling device and policy for loosening timber piles by using excavator piling device - Google Patents
Excavator piling device and policy for loosening timber piles by using excavator piling device Download PDFInfo
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- CN105780774A CN105780774A CN201610178433.5A CN201610178433A CN105780774A CN 105780774 A CN105780774 A CN 105780774A CN 201610178433 A CN201610178433 A CN 201610178433A CN 105780774 A CN105780774 A CN 105780774A
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- excavator
- piling
- horn
- press section
- strategy
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- 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
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention provides an excavator piling device and a policy for loosening timber piles by using the excavator piling device, belongs to the technical field of piling, and solves the problem of high labor intensity in traditional loosening of the timber piles. The excavator piling device comprises a piling head; the piling head is provided with a pressing part and a beating part perpendicular to the pressing part; two mechanical arm hinge holes are formed in the pressing part; a hydraulic holding jaw for holding the piles and butted against the pressing part through the piles is arranged between the beating part and the pressing part; and a base of the hydraulic holding jaw is fixedly connected with the beating part. The policy for loosening the timber piles by using the excavator piling device comprises a pine pile righting policy and a pine pile inserting policy. The excavator piling device can reduce the number of workers, the labor intensity of the workers and the experience requirement of the workers in piling.
Description
Technical field
The invention belongs to piling technology field, relate to a kind of piling equipment, particularly a kind of excavator piling equipment.
The invention belongs to piling technology field, relate to a kind of piling strategy, particularly one utilizes excavator piling equipment to beat deal pile strategy.
Background technology
Deal pile is the timber made of Masson Pine, mainly for the treatment of subgrade, river levee etc..Masson Pine contains abundant Colophonium, and Colophonium can prevent the corrosion to it of subsoil water and antibacterial well, has saying of " water logging Herba Lycopodii pulcherrimi ".
At present, deal pile mainly adopts excavator to drive piles, elder generation's righting deal pile during piling, again excavator bucket is turned around and withhold stake to soft base, after pressing is stable, impact pile crown with the bucket back side, until the not obvious amount of squeezing into, it is ensured that deal pile vertically squeezes into supporting course.Withhold in deal pile process in righting and excavator, it is necessary to many people auxiliary carries out, also exist that work situation is severe, labor intensity big but also needs veteran workman's guarantee deal pile vertically to squeeze in soft base.
Summary of the invention
The present invention proposes a kind of excavator piling equipment, and the technical problem to be solved in the present invention is how to reduce the labor intensity of excavator piling workman and reduce workman's skill requirement.
The present invention proposes one and utilizes excavator piling equipment to beat deal pile strategy, and the technical problem to be solved in the present invention is how to reduce excavator beat the labor intensity of deal pile workman and reduce workman's skill requirement.
Solving the technical problem that of the present invention can be realized by following technical proposal: this excavator piling equipment includes piling head, piling head has press section and perpendicular with press section beats portion；Having two horn hinge holes on press section, beat to be provided with between portion and press section and stake clasped and hydraulic pressure holding claw that stake can lean with press section, the pedestal of hydraulic pressure holding claw is fixing with the portion of beaing to be connected.
In this excavator piling equipment, piling head is hinged by the horn of horn hinge hole Yu excavator, thus the horn action of excavator can drive piling head to move or swing.
Utilize excavator piling equipment to beat deal pile strategy and include righting deal pile strategy and slotting deal pile strategy；Righting deal pile strategy is horn and the hydraulic pressure holding claw of manipulation excavator, and the big end of deal pile is clasped by hydraulic pressure holding claw, and the horn continuing manipulation excavator makes the big end of deal pile be lifted up until being in vertical state；Insert deal pile strategy slightly to open for manipulation hydraulic pressure holding claw, then the horn manipulating excavator makes piling head move straight down.
Utilizing excavator piling equipment to beat deal pile strategy also to include striking stake strategy, strike the horn that stake strategy is manipulation excavator and make press section be in level, the horn continuing manipulation excavator makes piling head beat deal pile pile crown.
In above-mentioned excavator piling equipment, described press section have for stake against compress face, compress and face be fixed with curved location outer baffle ring, location outer baffle ring nock towards the portion of beaing.
In above-mentioned excavator piling equipment, described in beat and portion be fixed with in location by ring, is oppositely arranged by the nock of the nock of ring with location outer baffle ring in location.
In above-mentioned excavator piling equipment, described in beat the both sides in portion and be equipped with ribs, the two ends of ribs are connected with the portion of beaing and press section respectively.
Compared with prior art, the piling of this excavator piling equipment can reduce number of workers, reduce labor strength and reduce workman's skill requirement.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of this excavator piling equipment.
Fig. 2 is the sectional structure schematic diagram of A-A in Fig. 1.
Fig. 3 is the sectional structure schematic diagram of B-B in Fig. 1.
Fig. 4 is the sectional structure schematic diagram of C-C in Fig. 1.
In figure, 1, piling head；1a, press section；1a1, compress face；1b, beat portion；1c, ribs；2, hydraulic pressure holding claw；2a, pedestal；2b, holding claw；2c, hydraulic cylinder；3, the horn of excavator；4, location outer baffle ring；5, by ring in location；6, sliding sleeve；7, slide bar；8, locking bolt；9, deal pile.
Detailed description of the invention
The following is specific embodiments of the invention and in conjunction with accompanying drawing, technical scheme is further described, but the present invention is not limited to these embodiments.
As shown in Figures 1 to 4, this excavator piling equipment includes piling head 1 and hydraulic pressure holding claw 2.
Piling head 1 has press section 1a and perpendicular with press section 1a beats portion 1b；Press section 1a and beat portion 1b and all have a bar shape tabular.Press section 1a has two horn hinge holes；One horn hinge hole is positioned at the one end of press section 1a, and another horn hinge hole is located close to an end portion.
Piling head 1 is hinged by the horn 3 of above-mentioned two horn hinge hole with excavator, and in other words, horn 3 action of excavator can drive piling head 1 to move and action, and the press section 1a such as piling head 1 is rocked to vertical state from level.
The other end of one end and press section 1a of beaing portion 1b is connected, and beats portion 1b and press section 1a and is vertically arranged, thus piling head 1 is L-shaped.The pedestal 2a of hydraulic pressure holding claw 2 is fixing with the other end beaing portion 1b to be connected.After this excavator piling equipment is connected with the horn 3 of excavator, when press section 1a is in level, the portion 1b of beaing is in vertical state and the portion 1b of beaing is positioned at the lower section of press section 1a.
The both sides beaing portion 1b are equipped with ribs 1c, the two ends of ribs 1c respectively with beat portion 1b and press section 1a be connected；Ribs 1c is set and considerably improves the intensity beaing portion 1b, it is to avoid when beaing pile crown 1, beat portion 1b shake.
Beat between portion 1b and press section 1a as it is shown in figure 1, hydraulic pressure holding claw 2 is arranged on.As in figure 2 it is shown, hydraulic pressure holding claw 2 includes two curved holding claw 2b and two hydraulic cylinder 2c.One end of holding claw 2b is all hinged with pedestal 2a, and the cylinder body of two hydraulic cylinder 2c is all hinged with pedestal 2a, and the middle part of the piston rod of two hydraulic cylinder 2c and two holding claw 2b is hinged correspondingly.According to practical situation, hydraulic pressure holding claw 2 is it can also be designed other schemes: include a two curved holding claw 2b and hydraulic cylinder 2c such as hydraulic pressure holding claw 2, one end of holding claw 2b is all hinged with pedestal 2a, the middle part of the cylinder body of hydraulic cylinder 2c and a holding claw 2b is hinged, and the piston rod of hydraulic cylinder 2c and the middle part of another holding claw 2b are hinged.Hydraulic pressure holding claw 2 opening and closing direction is parallel with press section 1a, in other words, after hydraulic pressure holding claw 2 embraces a pile, moves axially stake, and the end face of stake can lean with press section 1a.
As shown in Figure 3 and Figure 4, press section 1a have for stake against the face that compresses 1a1, compress and face 1a1 be fixed with curved location outer baffle ring 4, location outer baffle ring 4 nock towards beaing portion 1b.Beat and portion 1b is fixed with in location by ring 5, be oppositely arranged by the nock of the nock of ring 5 with location outer baffle ring 4 in location.After the end face of stake and press section 1a lean, leaning by ring 5 in the sidepiece of stake and location, the end of stake is positioned at inside the outer baffle ring 4 of location, and location outer baffle ring 4 is effectively prevented from when by piling, and pile-side sliding is dynamic and causes that stake tilts；In other words, arrange in location outer baffle ring 4 and location and can significantly increase by the vertical degree of stake after piling by ring 5, namely also stake vertically can be inserted on soft base without artificial righting.
By setting forth that utilizing this excavator piling equipment to make a call to one is placed on ground deal pile strategy and further illustrates structure and the beneficial effect of this excavator piling equipment:
In this excavator piling equipment, piling head 1 is hinged by the horn of horn hinge hole Yu excavator.Utilize this excavator piling equipment to beat deal pile strategy to be followed successively by righting deal pile strategy, insert deal pile strategy and strike stake strategy.
Righting deal pile strategy is the horn and the hydraulic pressure holding claw 2 that first manipulate excavator, and piling head 1 rest on the ground, and hydraulic pressure holding claw 2 is in open configuration, and hydraulic pressure holding claw 2 is put in the big end of deal pile 9 by workman；Deal pile 9 is clasped by first hydraulic pressure holding claw 2 again, and the end face of now stake contacts with press section 1a, leans by ring 5 in the sidepiece of stake and location, and the end of stake is positioned at inside the outer baffle ring 4 of location.Beaing and be fixed with a sliding sleeve 6 on portion 1b, have a slide bar 7 by ring 5 in location, slide bar 7 penetrates in sliding sleeve 6, and threaded on sliding sleeve 6 have locking bolt 8.Lean on ring 5 in location by adjusting and beat spacing between portion 1b, and then can guarantee that the deal pile 9 of different-diameter size all can be in above-mentioned state.Finally, the horn continuing manipulation excavator makes the big end of deal pile 9 be lifted up until being in vertical state；This step can ensureing, deal pile 9 small end is positioned at soft base and is inserted into region.
Insert deal pile strategy slightly to open for first manipulation hydraulic pressure holding claw 2, now hydraulic pressure holding claw 2 guiding and centralizing function, the horn manipulating excavator again makes piling head 1 move straight down, and piling head 1 promotes deal pile 9 to move downward, and then realizes deal pile 9 and be vertically inserted on soft base.
Striking stake strategy to open completely for first manipulation hydraulic pressure holding claw 2, then the horn manipulating excavator adjusts piling head 1 posture, namely press section 1a is in level, and the horn finally continuing manipulation excavator makes piling head 1 beat deal pile 9 pile crown.
Claims (7)
1. an excavator piling equipment, it is characterized in that, this excavator piling equipment includes piling head (1), and piling head (1) has press section (1a) and the beat portion (1b) perpendicular with press section (1a)；Press section (1a) has two horn hinge holes, beaing to be provided with between portion (1b) and press section (1a) and stake clasped and hydraulic pressure holding claw (2) that stake can lean with press section (1a), the pedestal (2a) of hydraulic pressure holding claw (2) is fixing with the portion of beaing (1b) to be connected；Described hydraulic pressure holding claw (2) includes two curved holding claws (2b) and two hydraulic cylinders (2c)；One end of holding claw (2b) is all hinged with pedestal (2a), the cylinder body of two hydraulic cylinders (2c) is all hinged with pedestal (2a), and the piston rod of two hydraulic cylinders (2c) and the middle part of two holding claws (2b) are hinged correspondingly.
2. excavator piling equipment according to claim 1, it is characterized in that, described press section (1a) have for stake against the face that compresses (1a1), compressing and be fixed with curved location outer baffle ring (4) on face (1a1), the nock of location outer baffle ring (4) is towards the portion of beaing (1b).
3. excavator piling equipment according to claim 2, it is characterized in that, described beaing is fixed with in location by ring (5) in portion (1b), be oppositely arranged by the nock of the nock of ring (5) with location outer baffle ring (4) in location.
4. excavator piling equipment according to claim 3, it is characterized in that, described beaing is fixed with a sliding sleeve (6) in portion (1b), by on ring (5), there is a slide bar (7) in location, slide bar (7) penetrates in sliding sleeve (6), and sliding sleeve (6) is above threaded locking bolt (8).
5. the excavator piling equipment according to claim 1 or 2 or 3 or 4, it is characterized in that, the described both sides beaing portion (1b) are equipped with ribs (1c), and the two ends of ribs (1c) are connected with the portion of beaing (1b) and press section (1a) respectively.
6. one kind utilizes excavator piling equipment described in any one in claim 1 to 5 to beat deal pile strategy, it is characterised in that in excavator piling equipment, piling head (1) is hinged by the horn (3) of horn hinge hole Yu excavator；Utilize excavator piling equipment to beat deal pile strategy and include righting deal pile strategy and slotting deal pile strategy；
Righting deal pile strategy is the horn (3) and the hydraulic pressure holding claw (2) that first manipulate excavator, the big end of deal pile (9) is clasped by hydraulic pressure holding claw (2), and the horn (3) being further continued for manipulation excavator makes the big end of deal pile (9) be lifted up until being in vertical state；
Insert deal pile strategy slightly to open for first manipulation hydraulic pressure holding claw (2), then the horn (3) manipulating excavator makes piling head (1) move straight down.
7. according to claim 6 utilize excavator piling equipment to beat deal pile strategy, it is characterised in that this utilizes excavator piling equipment to beat deal pile strategy also to include striking stake strategy；Striking stake strategy is that the horn (3) first manipulating excavator makes press section (1a) be in level, and the horn (3) being further continued for manipulation excavator makes piling head (1) beat deal pile (9) pile crown.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610178433.5A CN105780774B (en) | 2015-06-23 | 2015-06-23 | Excavator piling equipment and utilization excavator piling equipment beat pine piling method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510355244.6A CN104929121B (en) | 2015-06-23 | 2015-06-23 | Excavator piling equipment |
| CN201610178433.5A CN105780774B (en) | 2015-06-23 | 2015-06-23 | Excavator piling equipment and utilization excavator piling equipment beat pine piling method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510355244.6A Division CN104929121B (en) | 2015-06-23 | 2015-06-23 | Excavator piling equipment |
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| Publication Number | Publication Date |
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| CN105780774A true CN105780774A (en) | 2016-07-20 |
| CN105780774B CN105780774B (en) | 2017-07-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610178433.5A Active CN105780774B (en) | 2015-06-23 | 2015-06-23 | Excavator piling equipment and utilization excavator piling equipment beat pine piling method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434287A (en) * | 2022-09-30 | 2022-12-06 | 中国二十二冶集团有限公司 | Auxiliary pile cap for piling of wood pile revetment and construction method |
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| JP2002129567A (en) * | 2000-10-24 | 2002-05-09 | Yoshida Juki Kaihatsu:Kk | Vertical guide roller and construction method using the same |
| US20110116874A1 (en) * | 2005-07-20 | 2011-05-19 | American Piledriving Equipment, Inc. | Systems and methods for handling piles |
| CN200978525Y (en) * | 2006-11-24 | 2007-11-21 | 任秀华 | Hydraulic striking hammer |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115434287A (en) * | 2022-09-30 | 2022-12-06 | 中国二十二冶集团有限公司 | Auxiliary pile cap for piling of wood pile revetment and construction method |
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| CN105780774B (en) | 2017-07-25 |
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Effective date of registration: 20201225 Address after: Room 602, unit 1, building 9, Hexi community, Hexi District, Tanzhong West Road, Liunan District, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Ye Xiulan Address before: No.16, Wenqing street, Chengguan, Linhai, Taizhou, Zhejiang Patentee before: TAIZHOU BUILDING INSTALLATION ENGINEERING Co.,Ltd. |
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Effective date of registration: 20210106 Address after: 223900 Oriental Pearl 2 -15-1, Sihong, Suqian, Jiangsu Patentee after: SIHONG COUNTY ZHUANGLIAN BUILDING TECHNOLOGY Co.,Ltd. Address before: Room 602, unit 1, building 9, Hexi community, Hexi District, Tanzhong West Road, Liunan District, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: Ye Xiulan |
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Effective date of registration: 20210308 Address after: 211111 No. 12, Mazhou East Road, Mau Ling Street, Jiangning District, Nanjing, Jiangsu Patentee after: JIANGSU ZHIJU INTELLECTUAL PROPERTY SERVICE Co.,Ltd. Address before: 223900 Oriental Pearl 2 -15-1, Sihong, Suqian, Jiangsu Patentee before: SIHONG COUNTY ZHUANGLIAN BUILDING TECHNOLOGY Co.,Ltd. |