CN204225116U - Steel concrete pile crown shearing-crushing device - Google Patents
Steel concrete pile crown shearing-crushing device Download PDFInfo
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- CN204225116U CN204225116U CN201420588023.4U CN201420588023U CN204225116U CN 204225116 U CN204225116 U CN 204225116U CN 201420588023 U CN201420588023 U CN 201420588023U CN 204225116 U CN204225116 U CN 204225116U
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- shear
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Abstract
Steel concrete pile crown shearing-crushing device, this device comprises pile crown scissors broken arm, shear arm fixed support large arm, support works disk, dynamicliquid pressure jack, mechanical fastener, dynamicliquid pressure jack fixed leg, shear arm top set bolt, shear arm fixed support bolt.Dynamicliquid pressure jack one end is connected with dynamicliquid pressure jack fixed leg, and the other end is connected with the shear arm top set bolt of the broken arm of pile crown scissors; Dynamicliquid pressure jack fixed leg is fixed on support works disk; Mechanical fastener is arranged on the center of support works disk, and mechanical fastener is connected with big arm of digger top; The broken arms of four pile crown scissors divide and are located on support works disk, and are symmetrically evenly arranged; The hydraulic system of excavator is connected with dynamicliquid pressure jack, for it provides power.The utility model material that device uses all can from market purchasing finished product, and device overall structure is simple without special construction requirement.
Description
Technical field
The utility model relates to a kind of steel concrete pile crown shearing-crushing device, belongs to bridge engineering pile foundation and subway foundation pit maintaining pile foundation construction field.
Background technology
Due in the construction of bridge, grand bridge and subway foundation pit maintaining pile, pile foundation is a kind of base form and substantial amounts commonly used the most, usually we carry out the concrete cleaning of pile crown with hand fit's small machine or with broken vibration hammer, and potential safety hazard is many, and construction cost is large.For reaching, heavy physical labour is liberated, make the object that dangerous working position machinery substitutes, reduce construction cost simultaneously, improve efficiency of construction, on the basis of summing up Construction Management in the past, utility model goes out reinforced concrete pile head shearing-crushing device, thus replaces hand fit's small machine of routine or carry out the work of pile crown concrete cleaning with broken vibration hammer.Substitute with machinery, become safety labor-saving, save time, operating expenses that extensive bridge construction can save again a large sum of artificial chisel pile crown.Say it is progress at boosting road and bridge construction from some angles.
Steel concrete pile crown shearing-crushing device is the castinplace pile residual concrete not meeting quality specifications removing bridge pier pile crown part with mechanical scissor.
Summary of the invention
The purpose of this utility model is in the middle of practice of construction process, according to lever principle, utilizes the strong thrust force of power jack, by the large arm of similar scissors, realizes the effect of machinery to steel concrete pile crown shearing-crushing.
For achieving the above object, the technical solution adopted in the utility model is steel concrete pile crown shearing-crushing device, and this device comprises pile crown scissors broken arm 1, shear arm fixed support large arm 2, support works disk 3, dynamicliquid pressure jack 4, mechanical fastener 5, dynamicliquid pressure jack fixed leg 6, shear arm top set bolt 7, shear arm fixed support bolt 8.
The broken arm 1 of pile crown scissors is stiffening member, its number four; The broken arm 1 of each pile crown scissors is provided with the through hole installing shear arm top set bolt 7, shear arm fixed support bolt 8; The through hole of described installation shear arm top set bolt 7 is arranged on the top of the broken arm 1 of pile crown scissors, and the through hole installing shear arm fixed support bolt 8 is arranged on the below of the through hole installing shear arm top set bolt 7.
The broken arm 1 of pile crown scissors is connected by shear arm fixed support large arm 2 with support works disk 3; Described shear arm fixed support large arm 2 is connected with support works disk 3 by welding; The broken arm 1 of pile crown scissors is fixed by shear arm fixed support bolt 8 with shear arm fixed support large arm 2.
Dynamicliquid pressure jack 4 one end is connected with dynamicliquid pressure jack fixed leg 6, and the other end is connected with the shear arm top set bolt 7 of the broken arm 1 of pile crown scissors; Dynamicliquid pressure jack fixed leg 6 is fixed on support works disk 3; Mechanical fastener 5 is arranged on the center of support works disk 3, and mechanical fastener 5 is connected with big arm of digger top.
Broken 1 point, the arm of described four pile crown scissors is located on support works disk 3, and is symmetrically evenly arranged.
The hydraulic system of described excavator is connected with dynamicliquid pressure jack 4, for it provides power.
Compared with prior art, the utility model has following beneficial effect:
1, the utility model device volume is little, lightweight, easy to install.Utilize anti-shear concrete intensity to be far smaller than feature and the mechanical lever principle of compressive strength, make concrete pile head form shear failure thus reach the object of cleaning fast.
2, the utility model material that device uses all can from market purchasing finished product, and device overall structure is simple without special construction requirement.
Accompanying drawing explanation
Fig. 1 is system architecture plan view of the present utility model.
Fig. 2 is system architecture elevation of the present utility model.
Fig. 3 is the structure chart of the broken arm of pile crown scissors.
In figure: 1, the broken arm of pile crown scissors, 2, shear arm fixed support large arm, 3, support works disk, 4, dynamicliquid pressure jack, 5, mechanical fastener, 6, dynamicliquid pressure jack fixed leg, 7, shear arm top set bolt, 8, shear arm fixed support bolt.
Detailed description of the invention
As Figure 1-3, steel concrete pile crown shearing-crushing device, this device comprises pile crown scissors broken arm 1, shear arm fixed support large arm 2, support works disk 3, dynamicliquid pressure jack 4, mechanical fastener 5, dynamicliquid pressure jack fixed leg 6, shear arm top set bolt 7, shear arm fixed support bolt 8.
The broken arm 1 of pile crown scissors is stiffening member, its number four; The broken arm 1 of each pile crown scissors is provided with the through hole installing shear arm top set bolt 7, shear arm fixed support bolt 8; The through hole of described installation shear arm top set bolt 7 is arranged on the top of the broken arm 1 of pile crown scissors, and the through hole installing shear arm fixed support bolt 8 is arranged on the below of the through hole installing shear arm top set bolt 7.
The broken arm 1 of pile crown scissors is connected by shear arm fixed support large arm 2 with support works disk 3; Described shear arm fixed support large arm 2 is connected with support works disk 3 by welding; The broken arm 1 of pile crown scissors is fixed by shear arm fixed support bolt 8 with shear arm fixed support large arm 2.
Dynamicliquid pressure jack 4 one end is connected with dynamicliquid pressure jack fixed leg 6, and the other end is connected with the shear arm top set bolt 7 of the broken arm 1 of pile crown scissors; Dynamicliquid pressure jack fixed leg 6 is fixed on support works disk 3; Mechanical fastener 5 is arranged on the center of support works disk 3, and mechanical fastener 5 is connected with big arm of digger top.
Broken 1 point, the arm of described four pile crown scissors is located on support works disk 3, and is symmetrically evenly arranged.
The hydraulic system of described excavator is connected with dynamicliquid pressure jack 4, for it provides power.
The course of action of this device is as follows, this device mechanical fastener 5 is fixed on big arm of digger top, utilize the hydraulic power system on excavator, utilize dynamicliquid pressure jack fixed leg 6 to be fixed on dynamicliquid pressure jack 4 transmitting power on support works disk 3 by hydraulic oil pipe to one end, make dynamicliquid pressure jack 4 produce telescopic moving.By the dynamicliquid pressure jack set bolt 7 on broken arm 1 top of pile crown scissors, the broken arm 1 of pile crown scissors is driven to move.Because the broken arm 1 of pile crown scissors utilizes shear arm fixed support bolt 8, be fixed in shear arm fixed support large arm 2, shear arm fixed support large arm 2 is connected with support works disk 3 by welding, just defines a support system to the broken arm 1 of pile crown scissors like this by shear arm fixed support bolt 8, shear arm fixed support large arm 2 and support works disk 3.By lever principle, under the drive of dynamicliquid pressure jack 4, broken arm 1 bottom of pile crown scissors just creates shear effect, reaches the object that machine carries out steel concrete pile crown shearing-crushing.
Steel concrete pile crown shearing-crushing device is furnished with altogether four dynamicliquid pressure jack 4 and four broken arms 1 of pile crown scissors, so just on two orthogonal, produces shear effect.Shear and carry out from top to bottom, first be that dynamicliquid pressure jack 4 shrinks, the broken arm 1 of pile crown scissors is driven to open, then by big arm of digger, steel concrete pile crown shearing-crushing device is placed in reinforced concrete pile crown portion, now dynamicliquid pressure jack 4 stretches out, the broken arm 1 of pile crown scissors is driven to move to steel concrete pile crown center, until steel concrete pile crown is broken.Iterative cycles, completes whole steel concrete pile crown breaker and does, and reaches the machinery research and development effect of anticipation.
Claims (2)
1. steel concrete pile crown shearing-crushing device, is characterized in that: this device comprises the broken arm (1) of pile crown scissors, shear arm fixed support large arm (2), support works disk (3), dynamicliquid pressure jack (4), mechanical fastener (5), dynamicliquid pressure jack fixed leg (6), shear arm top set bolt (7), shear arm fixed support bolt (8);
The broken arm (1) of pile crown scissors is stiffening member, its number four; The broken arm (1) of each pile crown scissors is provided with the through hole installing shear arm top set bolt (7), shear arm fixed support bolt (8); The through hole of described installation shear arm top set bolt (7) is arranged on the top of the broken arm (1) of pile crown scissors, and the through hole installing shear arm fixed support bolt (8) is arranged on the below of the through hole installing shear arm top set bolt (7);
The broken arm (1) of pile crown scissors is connected by shear arm fixed support large arm (2) with support works disk (3); Described shear arm fixed support large arm (2) is connected with support works disk (3) by welding; The broken arm (1) of pile crown scissors is fixed by shear arm fixed support bolt (8) with shear arm fixed support large arm (2);
Dynamicliquid pressure jack (4) one end is connected with dynamicliquid pressure jack fixed leg (6), and the other end is connected with shear arm top set bolt (7) of the broken arm (1) of pile crown scissors; Dynamicliquid pressure jack fixed leg (6) is fixed on support works disk (3); Mechanical fastener (5) is arranged on the center of support works disk (3), and mechanical fastener (5) is connected with big arm of digger top;
The broken arm (1) point of described four pile crown scissors is located on support works disk (3), and is symmetrically evenly arranged;
The hydraulic system of described excavator is connected with dynamicliquid pressure jack (4), for it provides power.
2. steel concrete pile crown shearing-crushing device according to claim 1, is characterized in that: steel concrete pile crown shearing-crushing device is furnished with altogether four dynamicliquid pressure jack (4) and four broken arms (1) of pile crown scissors.
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Application Number | Priority Date | Filing Date | Title |
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CN201420588023.4U CN204225116U (en) | 2014-10-11 | 2014-10-11 | Steel concrete pile crown shearing-crushing device |
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CN201420588023.4U CN204225116U (en) | 2014-10-11 | 2014-10-11 | Steel concrete pile crown shearing-crushing device |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104314079A (en) * | 2014-10-11 | 2015-01-28 | 北京市政路桥股份有限公司 | Reinforced concrete pile head shearing and crushing device |
CN106284353A (en) * | 2016-10-15 | 2017-01-04 | 荆门创佳机械科技有限公司 | A kind of hydraulic shear of sizable amputation concrete pile head |
CN108708378A (en) * | 2018-06-07 | 2018-10-26 | 宋忠辉 | A kind of reinforced concrete pile destroyer |
-
2014
- 2014-10-11 CN CN201420588023.4U patent/CN204225116U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104314079A (en) * | 2014-10-11 | 2015-01-28 | 北京市政路桥股份有限公司 | Reinforced concrete pile head shearing and crushing device |
CN106284353A (en) * | 2016-10-15 | 2017-01-04 | 荆门创佳机械科技有限公司 | A kind of hydraulic shear of sizable amputation concrete pile head |
CN108708378A (en) * | 2018-06-07 | 2018-10-26 | 宋忠辉 | A kind of reinforced concrete pile destroyer |
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