CN204645042U - A kind of construction equipment of carrier pile - Google Patents
A kind of construction equipment of carrier pile Download PDFInfo
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- CN204645042U CN204645042U CN201520254421.7U CN201520254421U CN204645042U CN 204645042 U CN204645042 U CN 204645042U CN 201520254421 U CN201520254421 U CN 201520254421U CN 204645042 U CN204645042 U CN 204645042U
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- outer tube
- mesopore
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- interior pipe
- pile
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 241000282693 Cercopithecidae Species 0.000 claims abstract description 33
- 239000000725 suspension Substances 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 2
- 230000001737 promoting effect Effects 0.000 claims description 2
- 239000000945 filler Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model provides a kind of construction equipment of carrier pile, comprise chassis, support, support bar, interior pipe outer tube, it is characterized in that support is provided with hammering device and vibrating device and suspension apparatus, hammering device includes pile monkey, interior pipe, outer tube, realize inner and outer tubes synchronously to sink to and filler compactness, vibrating device comprises mesopore vibrating hammer, hydraulic caliper, clamps outer tube by hydraulic caliper, and the vibration realizing outer tube proposes and sinks to function, suspension apparatus comprises hoist engine, rope, assembly pulley, realizes pile monkey and mesopore vibrating hammer moves up and down function.
Description
Technical field
The utility model relates to field of civil engineering, particularly relates to the construction of stake.
Background technology
Carrier pile be development in recent years rapidly and the pile foundation technology of being used widely, it is first public in patent No. ZL98101041.5 patent document, simultaneously in patent ZL98101331.5 patent document, disclose a kind of construction equipment that a kind of feature for carrier pile is invented.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, shorter etc. by pile body that construction equipment is limit, particularly 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, chassis can all around be moved, chassis is fixed 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 hammering device and vibrating device and suspension apparatus, hammering device includes pile monkey, the interior pipe connected under pile monkey, the outer tube of interior pipe can be inserted, the top of interior pipe is provided with rams dish, the top of outer tube is provided with rams dish, when in pile monkey drives, pipe falls after promoting, by interior pipe ram dish impact outer tube ram dish, realize inner and outer tubes synchronously to being lowered into, the upper end of above-mentioned outer tube is also provided with feeding port, when inserting inserts in outer tube, realizing pile monkey drives interior pipe to ram inserts, vibrating device comprises mesopore vibrating hammer, the hydraulic caliper connected under mesopore vibrating hammer, hydraulic caliper can clamp or unclamp outer tube, when hydraulic caliper clamping outer tube, upwards to be proposed by the vibration realizing outer tube of mesopore vibrating hammer or to being lowered into, above-mentioned pile monkey is positioned at the top of above-mentioned mesopore vibrating hammer, above-mentioned inner and outer tubes are passed from the mesopore of above-mentioned mesopore vibrating hammer, suspension apparatus comprises the hoist engine on chassis, rope, the assembly pulley of cantilever tip, the rope stretched out from hoist engine connects above-mentioned pile monkey and mesopore vibrating hammer respectively through assembly pulley, realize hoist engine and drive moving up and down of above-mentioned pile monkey and mesopore vibrating hammer.
In the construction equipment of above-mentioned carrier pile, above-mentioned pile monkey comprises diesel hammer or electrically operated hammer or hydraulic hammer or weight.
In the construction equipment of above-mentioned carrier pile, above-mentioned mesopore vibrating hammer refers to that, by both sides with electronic or fluid pressure drive device, centre is provided with the vibrating hammer of mesopore, and the diameter of mesopore is greater than the external diameter of outer tube.
In the construction equipment of above-mentioned carrier pile, the upper end of above-mentioned outer tube is provided with the clamp or card handle that can be clamped by hydraulic caliper, and hydraulic caliper also can directly clamp outer tube pipe shaft.
In the construction equipment of above-mentioned carrier pile, above-mentioned pile monkey and above-mentioned vibration head, to be connected with support respectively by slideway and can to move up and down respectively.
In the construction equipment of above-mentioned carrier pile, the length of above-mentioned interior pipe and outer tube adjusts according to geological conditions and construction requirement, and the length of interior pipe can be greater than or equal to or be less than outer tube.
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.
The characteristics and advantages of the construction equipment of above-mentioned carrier pile is:
1. construction equipment makes full use of existing multiple pile monkey, except weight, also can use diesel hammer, electrically operated hammer, hydraulic hammer, all can carry out carrier pile construction; 2. construction equipment adds mesopore vibration head, carries out pile body pore-forming in conjunction with pile monkey, effectively overcomes the frictional force of outer tube and the stake holes wall soil body, improves speed of fulfiling hole; 3. by adding hydraulic caliper, realize the quick connection between mesopore vibration head and outer tube and disengagement, simple operation improves efficiency of construction; 4. the scope of application of original vector stake is significantly improved, all applicable in various soil layer and base form.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of an embodiment of the construction equipment of carrier pile of the present utility model;
Fig. 2 is the hammering device of the construction equipment of carrier pile of the present utility model and the schematic diagram of vibrating device;
In Fig. 1 and Fig. 2,1 is pile monkey, and 2 is mesopore vibrating hammer, 3 is interior pipe, 4 for interior pipe top ram dish, 5 hydraulic calipers, 6 is outer tube, and 7 is outer tube top rams dish, and 8 is the card handle of outer tube upper end, 9 is the feeding port of casing upper end, and 10 is chassis, and 11 is the hoist engine on chassis, 12 is the switchbox on chassis, and 13 is support, and 14 is the assembly pulley of cantilever tip, 15 is support bar, and 16 is rope.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is the schematic diagram of an embodiment of the construction equipment of carrier pile of the present utility model, as shown in Figure 1, equipment includes chassis 10, support 13, support bar 15, interior pipe 3 and outer tube 6, chassis 10 can all around be moved, chassis 10 is fixed with switchbox 12 and hoist engine 11, front end, chassis 10 is provided with the support 13 perpendicular to chassis, support 13 is only rod-type or gantry type, support 13 top is provided with assembly pulley 14, support 13 is supported on chassis 10 by support bar 15, interior pipe 3 can insert or propose in outer tube 6, specific features is: support 13 is provided with hammering device and vibrating device and suspension apparatus, hammering device includes pile monkey 1, the interior pipe 3 that pile monkey connects for 1 time, the outer tube 6 of interior pipe 3 can be inserted, the length of interior pipe 3 is greater than the length of outer tube 6, the bottom end closure of interior pipe 3, the top of interior pipe 3 is provided with rams dish 4, the top of outer tube 6 is provided with rams dish 7, when falling after pile monkey 1 drives interior pipe 3 to promote, by interior pipe 3 ram that dish 4 impacts outer tube ram dish 7, in realizing, pipe 3 and outer tube 6 are synchronously to being lowered into, the upper end of outer tube 3 is also provided with feeding port 9, when inserting inserts in outer tube 6, realizing pile monkey 1 drives interior pipe 3 pairs of inserts to ram, vibrating device comprises mesopore vibrating hammer 2, the hydraulic caliper 5 that mesopore vibrating hammer connects for 2 times, hydraulic caliper 5 can clamp or unclamp outer tube 6, when hydraulic caliper 5 clamps outer tube 6, upwards to be proposed by the vibration realizing outer tube 6 of mesopore vibrating hammer 2 or to being lowered into, pile monkey 1 is positioned at the top of mesopore vibrating hammer 2, interior pipe 3 and outer tube 6 pass from the mesopore of mesopore vibrating hammer 2, suspension apparatus comprises the hoist engine 11 on chassis 10, rope 16, the assembly pulley 14 on support 13 top, the rope 16 stretched out from hoist engine 11 connects pile monkey 1 and mesopore vibrating hammer 2 respectively through assembly pulley 14, realize hoist engine 11 and drive moving up and down of pile monkey 1 and mesopore vibrating hammer 2.
Fig. 2 is the hammering device of the construction equipment of carrier pile of the present utility model and the schematic diagram of vibrating device, as shown in Figure 2, hammering device includes pile monkey 1, the interior pipe 3 that pile monkey connects for 1 time, the outer tube 6 of interior pipe 3 can be inserted, the length of interior pipe 3 is greater than the length of outer tube 6, the bottom end closure of interior pipe 3, the top of interior pipe 3 is provided with rams dish 4, the top of outer tube 6 is provided with rams dish 7, the upper end of outer tube 6 is provided with feeding port 9, vibrating device comprises mesopore vibrating hammer 2, the hydraulic caliper 5 that mesopore vibrating hammer connects for 2 times, the upper end of outer tube 6 is provided with clamp, hydraulic caliper 5 can clamp or unclamp the clamp of outer tube 6, realize the connection of mesopore vibrating hammer 2 and outer tube 6, pile monkey 1 is positioned at the top of mesopore vibrating hammer 2, interior pipe 3 and outer tube 6 pass from the mesopore of mesopore vibrating hammer 2.
Claims (7)
1. the construction equipment of a carrier pile, include chassis, support, support bar, inner and outer tubes, chassis can all around be moved, chassis is fixed 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 hammering device and vibrating device and suspension apparatus, hammering device includes pile monkey, the interior pipe connected under pile monkey, the outer tube of interior pipe can be inserted, the top of interior pipe is provided with rams dish, the top of outer tube is provided with rams dish, when in pile monkey drives, pipe falls after promoting, by interior pipe ram dish impact outer tube ram dish, realize inner and outer tubes synchronously to being lowered into, the upper end of above-mentioned outer tube is also provided with feeding port, when inserting inserts in outer tube, realizing pile monkey drives interior pipe to ram inserts, vibrating device comprises mesopore vibrating hammer, the hydraulic caliper connected under mesopore vibrating hammer, hydraulic caliper can clamp or unclamp outer tube, when hydraulic caliper clamping outer tube, upwards to be proposed by the vibration realizing outer tube of mesopore vibrating hammer or to being lowered into, above-mentioned pile monkey is positioned at the top of above-mentioned mesopore vibrating hammer, above-mentioned inner and outer tubes are passed from the mesopore of above-mentioned mesopore vibrating hammer, suspension apparatus comprises the hoist engine on chassis, rope, the assembly pulley of cantilever tip, the rope stretched out from hoist engine connects above-mentioned pile monkey and mesopore vibrating hammer respectively through assembly pulley, realize hoist engine and drive moving up and down of above-mentioned pile monkey and mesopore vibrating hammer.
2. the construction equipment of carrier pile according to claim 1, is characterized in that, above-mentioned pile monkey comprises diesel hammer or electrically operated hammer or hydraulic hammer or weight.
3. the construction equipment of carrier pile according to claim 1, it is characterized in that, above-mentioned mesopore vibrating hammer refers to that, by both sides with electronic or fluid pressure drive device, centre is provided with the vibrating hammer of mesopore, and the diameter of mesopore is greater than the external diameter of outer tube.
4. the construction equipment of carrier pile according to claim 1, it is characterized in that, the upper end of above-mentioned outer tube is provided with the clamp or card handle that can be clamped by hydraulic caliper, and hydraulic caliper also can directly clamp outer tube pipe shaft.
5. the construction equipment of carrier pile according to claim 1, is characterized in that, above-mentioned pile monkey and above-mentioned vibration head, to be connected and can to move up and down respectively respectively by slideway with support.
6. the construction equipment of carrier pile according to claim 1, it is characterized in that, the length of above-mentioned interior pipe and outer tube adjusts according to geological conditions and construction requirement, and the length of interior pipe can be greater than or equal to or be less than outer tube.
7. 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520254421.7U CN204645042U (en) | 2015-04-25 | 2015-04-25 | A kind of construction equipment of carrier pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520254421.7U CN204645042U (en) | 2015-04-25 | 2015-04-25 | A kind of construction equipment of carrier pile |
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| Publication Number | Publication Date |
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| CN204645042U true CN204645042U (en) | 2015-09-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520254421.7U Active CN204645042U (en) | 2015-04-25 | 2015-04-25 | A kind of construction equipment of carrier pile |
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| CN (1) | CN204645042U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929125A (en) * | 2015-04-25 | 2015-09-23 | 王继忠 | Carrier pile construction equipment and carrier pile construction method |
-
2015
- 2015-04-25 CN CN201520254421.7U patent/CN204645042U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929125A (en) * | 2015-04-25 | 2015-09-23 | 王继忠 | Carrier pile construction equipment and carrier pile construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170831 Address after: 102218, Beijing, Changping District East small town Taiping homes, building 31 Patentee after: BEIJING PUISSANT GEOTECHNICAL ENGINEERING CO., LTD. Address before: 102218 Beijing city Changping District East Town Taiping home building No. 31 Beijing possente Geotechnical Engineering Co. Ltd. Patentee before: Wang Jizhong |
|
| TR01 | Transfer of patent right |