CN205035802U - Construction equipment of carrier stake - Google Patents
Construction equipment of carrier stake Download PDFInfo
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- CN205035802U CN205035802U CN201520273060.0U CN201520273060U CN205035802U CN 205035802 U CN205035802 U CN 205035802U CN 201520273060 U CN201520273060 U CN 201520273060U CN 205035802 U CN205035802 U CN 205035802U
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- support
- outer tube
- chassis
- pile
- hoist engine
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Abstract
The utility model provides a construction equipment of carrier stake, including chassis, support, bracing piece, inner tube and outer tube, its characterized in that: installing pile hammer and vibration hammer on the support, can reciprocating with support sliding connection respectively, pile hammer connects the inner tube, and the outer tube is connected to the vibration hammer, and the inner tube inserts the outer tube in the centre bore that the vibration was hammered into shape, and pile hammer passes through wire rope and connects the hoist engine, realizes the up -and -down motion of inner tube in the outer tube, and the vibration hammer passes through the back pressure device and connects another hoist engine, realizes that it sinks to to exert the counter -force to the outer tube downwards, another hoist engine of vibration hammer lug connection, and the realization outer tube upwards proposes.
Description
Technical field
The utility model relates to field of civil engineering, particularly relates to the construction of stake.
Background technology
A kind of new pile foundation technology is disclosed in patent No. ZL98101041.5 patent document, this pile-type comprises complex carrier and concrete pile body, the feature of the method is by inserting the inserts such as building waste in casing, weight is adopted to ram inserts, and form complex carrier by penetration control criterion at stake end, allow upper load effectively by the complex carrier below stake and stake, be delivered on better bearing stratum, thus improve the bearing capacity of stake, there is the advantages such as bearing capacity of single pile is high, cost economic.Above-mentioned construction method is in recent years developed rapidly and is used widely.Simultaneously in patent ZL98101331.5 patent document, disclose a kind of for the feature of above-mentioned construction method a kind of construction equipment of utility model.But above-mentioned construction method and construction equipment often run into some difficult problems in construction, such as run into comparatively hardpan time pore-forming difficulty or speed of fulfiling hole slower, carrying out, the work efficiency that filler rams in process is lower, carry out filler when running into pile-end soil layer and being harder and ram operating difficulties, by construction method and pile body that construction equipment is limit shorter etc., particularly construction method and mechanical device comparatively backwardness, can not adjust according to the change of geological conditions and designing requirement, work efficiency is reduced, cost up.
Summary of the invention
The utility model proposes to solve the above problems, object is the construction equipment providing a kind of carrier pile, by the redesign of construction equipment and improvement, improves practice of construction efficiency, expand the scope of application, realize the raising of work efficiency and the saving of cost.
To achieve these goals, the construction equipment of a kind of carrier pile of the present utility model, include chassis, support, support bar, inner and outer tubes, bottom, chassis is provided with revolution running gear and can all around moves, the both sides of chassis front and rear are provided with hydraulic support leg, chassis is provided with switchbox and hoist engine, chassis front end is provided with the support perpendicular to chassis, support is only rod-type or gantry type, cantilever tip is provided with assembly pulley, support by they sup-port on chassis, interior pipe can insert or propose in outer tube, it is characterized in that: support is provided with pile monkey and vibrating hammer, pile monkey repeatedly can do work up and down in certain altitude, vibrating hammer center is provided with centre bore, pile monkey is positioned at the top of vibrating hammer, pile monkey and vibrating hammer to be connected with bracket slide respectively by slideway and can to move up and down respectively, pile monkey lower end is by pipe in Flange joint, vibrating hammer lower end is by Flange joint outer tube, interior pipe inserts outer tube in the centre bore of vibrating hammer, the length of interior pipe is greater than the length of outer tube, outer tube upper end is provided with feeding port, pile monkey or interior pipe upper end are connected with wire rope, the assembly pulley of steel wire penetrating pedestal upper end is connected to the hoist engine on chassis, realizing hoist engine drives pile monkey along support oscilaltion, realize pile monkey simultaneously and drive interior pipe moving up and down in outer tube, vibrating hammer or outer tube upper end connect another steel cable, support bottom or chassis front end are also provided with reversing device, when steel wire penetrating reversing device is connected to another hoist engine on chassis through the assembly pulley of pedestal upper end again, realize hoist engine and counter-force is applied to vibrating hammer or outer tube, drive vibration and outer tube along support to being lowered into, when wire rope is directly connected to another hoist engine above-mentioned on chassis through the assembly pulley of pedestal upper end, realizing hoist engine drives vibrating hammer and outer tube upwards to propose along support.
In the construction equipment of above-mentioned carrier pile, above-mentioned pile monkey comprises hydraulic electric hammer and diesel hammer.
In the construction equipment of above-mentioned carrier pile, above-mentioned vibrating hammer both sides is with electronic or fluid pressure drive device, and centre is provided with centre bore, and the diameter of centre bore is greater than the external diameter of interior pipe.
In the construction equipment of above-mentioned carrier pile, the bottom steel plate of above-mentioned interior pipe is closed or is arranged diameter and is greater than the steel plate that interior pipe external diameter is less than outer tube diameter.
In the construction equipment of above-mentioned carrier pile, when above-mentioned pile monkey is connected with bracket slide respectively by slideway with vibrating hammer, when above-mentioned support is only rod-type, the front side of only shaft bar is located at by the slideway on support, when above-mentioned support is gantry type, the slideway on support is located at inner side or the front side of door frame.
In the construction equipment of above-mentioned carrier pile, above-mentioned reversing device is provided at pulley or the hook of support bottom or chassis front end.
In the construction equipment of above-mentioned carrier pile, above-mentioned hoist engine is with computer system, and this computer system controls reel system and the brake system of hoist engine automatically, automatically can control the lifting of pile monkey and the pile penetration of automatic measurement pile monkey.
The characteristics and advantages of the construction equipment of above-mentioned carrier pile is:
1. make full use of existing multiple pile monkey, comprise electrically operated hammer, hydraulic hammer, diesel hammer all can carry out carrier pile construction; 2. add mesopore vibrating hammer, carry out pile body pore-forming in conjunction with pile monkey, effectively overcome the frictional force of outer tube and the stake holes wall soil body, improve speed of fulfiling hole; 3. pile monkey is managed in connecting, and vibrating hammer connects outer tube, and when pile body pore-forming, two covering devices coordinate, and improve speed of fulfiling hole, when filler is rammed, two covering devices operate separately, improves work efficiency; 4. applied widely, manufacturing cost and cost of transportation cheap.
Accompanying drawing explanation
Fig. 1 is the structural representation of an embodiment of the construction equipment of carrier pile of the present utility model;
Fig. 2 is the right view of Fig. 1;
In Fig. 1 and Fig. 2,1 is pile monkey, and 2 is vibrating hammer, and 3 is interior pipe, 4 is outer tube, and 5 is chassis, and 6 is the hoist engine on chassis, 7 is another hoist engine on chassis, and 8 is the switchbox on chassis, and 9 is the feeding port of casing upper end, 10 is support, and 11 is assembly pulley, and 12 is revolution running gear, 13 is hydraulic support leg, and 14 is reversing device, and 15 is support bar, 16 for connecting the wire rope of pile monkey, and 17 is the another steel cable connecting vibrating hammer, and 18 is slideway.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is the structural representation of an embodiment of the construction equipment of carrier pile of the present utility model, and Fig. 2 is the right view of Fig. 1, as depicted in figs. 1 and 2, equipment includes chassis 5, support 10, support bar 15, interior pipe 3 and outer tube 4, bottom, chassis 5 is provided with revolution running gear 12 and can all around moves, the both sides of chassis 5 front and rear are provided with hydraulic support leg 13, chassis 5 is provided with switchbox 8 and hoist engine 6, front end, chassis 5 is provided with the support 10 perpendicular to chassis 5, support 10 is only rod-type, support 10 top is provided with assembly pulley 11, support 10 is supported on chassis 5 by support bar 15, interior pipe 3 can insert or propose in outer tube 4, it is characterized in that, support 10 is provided with pile monkey 1 and vibrating hammer 2, pile monkey 1 is hydraulic electric pile monkey, pile monkey 1 repeatedly can do work up and down in certain altitude, vibrating hammer 2 center is provided with centre bore, the diameter of centre bore is greater than the external diameter of interior pipe 3, pile monkey 1 is positioned at the top of vibrating hammer 2, pile monkey 1 and vibrating hammer 2 are slidably connected respectively by slideway 18 and support 10 and can move up and down respectively, pile monkey 1 lower end is by pipe 3 in Flange joint, vibrating hammer 2 lower end is by Flange joint outer tube 4, interior pipe 3 inserts outer tube 4 in the centre bore of vibrating hammer 2, the length of interior pipe 3 is greater than the length of outer tube 4, the bottom steel plate of interior pipe 3 is closed, outer tube 4 upper end is provided with feeding port 9, pile monkey 1 is connected with wire rope 16, the assembly pulley 11 that wire rope 16 passes support 10 upper end is connected to the hoist engine 6 on chassis 5, realizing hoist engine 6 drives pile monkey 1 along support 10 oscilaltion, realize pile monkey 1 simultaneously and drive interior pipe 3 moving up and down in outer tube 4, vibrating hammer 2 connects another steel cable 17, front end, chassis 5 is also provided with reversing device 14, reversing device 14 is pulley, when wire rope 17 is connected to another hoist engine 7 on chassis 5 through the assembly pulley 11 of support 10 upper end again through reversing device 14, realize hoist engine 7 pairs of vibrating hammers 2 and apply counter-force, drive vibrating hammer 2 and outer tube 4 along support 10 to being lowered into, when the direct assembly pulley 11 through support 10 upper end of wire rope 17 is connected to another hoist engine 7 on chassis 5, realizing hoist engine 7 drives vibrating hammer 2 and outer tube 4 upwards to propose along support 10.
Claims (7)
1. the construction equipment of a carrier pile, include chassis, support, support bar, inner and outer tubes, bottom, chassis is provided with revolution running gear and can all around moves, the both sides of chassis front and rear are provided with hydraulic support leg, chassis is provided with switchbox and hoist engine, chassis front end is provided with the support perpendicular to chassis, support is only rod-type or gantry type, cantilever tip is provided with assembly pulley, support by they sup-port on chassis, interior pipe can insert or propose in outer tube, it is characterized in that: support is provided with pile monkey and vibrating hammer, pile monkey repeatedly can do work up and down in certain altitude, vibrating hammer center is provided with centre bore, pile monkey is positioned at the top of vibrating hammer, pile monkey and vibrating hammer to be connected with bracket slide respectively by slideway and can to move up and down respectively, pile monkey lower end is by pipe in Flange joint, vibrating hammer lower end is by Flange joint outer tube, interior pipe inserts outer tube in the centre bore of vibrating hammer, the length of interior pipe is greater than the length of outer tube, outer tube upper end is provided with feeding port, pile monkey or interior pipe upper end are connected with wire rope, the assembly pulley of steel wire penetrating pedestal upper end is connected to the hoist engine on chassis, realizing hoist engine drives pile monkey along support oscilaltion, realize pile monkey simultaneously and drive interior pipe moving up and down in outer tube, vibrating hammer or outer tube upper end connect another steel cable, support bottom or chassis front end are also provided with reversing device, when steel wire penetrating reversing device is connected to another hoist engine on chassis through the assembly pulley of pedestal upper end again, realize hoist engine and counter-force is applied to vibrating hammer or outer tube, drive vibration and outer tube along support to being lowered into, when wire rope is directly connected to another hoist engine above-mentioned on chassis through the assembly pulley of pedestal upper end, realizing hoist engine drives vibrating hammer and outer tube upwards to propose along support.
2. the construction equipment of carrier pile according to claim 1, is characterized in that, above-mentioned pile monkey comprises hydraulic electric hammer and diesel hammer.
3. the construction equipment of carrier pile according to claim 1, it is characterized in that, above-mentioned vibrating hammer both sides is with electronic or fluid pressure drive device, and centre is provided with centre bore, and the diameter of centre bore is greater than the external diameter of interior pipe.
4. the construction equipment of carrier pile according to claim 1, is characterized in that, the bottom steel plate of above-mentioned interior pipe is closed or arranged diameter and is greater than the steel plate that interior pipe external diameter is less than outer tube diameter.
5. the construction equipment of carrier pile according to claim 1, it is characterized in that, when above-mentioned pile monkey is connected with bracket slide respectively by slideway with vibrating hammer, when above-mentioned support is only rod-type, the front side of only shaft bar is located at by slideway on support, when above-mentioned support is gantry type, the slideway on support is located at inner side or the front side of door frame.
6. the construction equipment of carrier pile according to claim 1, it is characterized in that, above-mentioned reversing device is provided at pulley or the hook of support bottom or chassis front end.
7. the construction equipment of carrier pile according to claim 1, it is characterized in that, above-mentioned hoist engine is with computer system, and this computer system controls reel system and the brake system of hoist engine automatically, automatically can control the lifting of pile monkey and the pile penetration of automatic measurement pile monkey.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520273060.0U CN205035802U (en) | 2015-04-30 | 2015-04-30 | Construction equipment of carrier stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520273060.0U CN205035802U (en) | 2015-04-30 | 2015-04-30 | Construction equipment of carrier stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205035802U true CN205035802U (en) | 2016-02-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520273060.0U Active CN205035802U (en) | 2015-04-30 | 2015-04-30 | Construction equipment of carrier stake |
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| Country | Link |
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| CN (1) | CN205035802U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790395A (en) * | 2015-04-30 | 2015-07-22 | 王继忠 | Construction equipment and construction method of carrier pile |
-
2015
- 2015-04-30 CN CN201520273060.0U patent/CN205035802U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790395A (en) * | 2015-04-30 | 2015-07-22 | 王继忠 | Construction equipment and construction method of carrier pile |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |