CN203373746U - Crawler-type vibration immersed tube piling machine - Google Patents
Crawler-type vibration immersed tube piling machine Download PDFInfo
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- CN203373746U CN203373746U CN201320353447.8U CN201320353447U CN203373746U CN 203373746 U CN203373746 U CN 203373746U CN 201320353447 U CN201320353447 U CN 201320353447U CN 203373746 U CN203373746 U CN 203373746U
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- crawler
- immersed tube
- vibrating
- piles
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Abstract
The utility model relates to the technical field of vibration immersed tube piling machines and discloses a crawler-type vibration immersed tube piling machine. The crawler-type vibration immersed tube piling machine comprises a base, a rack, a vibration hammer and an immersed tube, wherein the rack is vertically arranged on the base, the vibration hammer is arranged on one side of the rack, the immersed tube is connected to the vibration hammer and vertically disposed on one side of the rack, the lower portion of the base is connected with a moving structure, and a control table which drives the moving structure to move is arranged on the base. According to the crawler-type vibration immersed tube piling machine, the moving structure is arranged below the base, and the control table is arranged on the base, so that the moving structure can be driven to move by controlling the control table, and moving of the whole piling machine can be achieved; the crawler-type vibration immersed tube piling machine is easy and convenient to operate, and capable of improving construction efficiency, greatly shortening construction periods without affecting the construction periods, reducing auxiliary devices for moving the piling machine in conventional technologies, and greatly reducing construction costs.
Description
Technical field
The utility model relates to the technical field of vibrating type machine for placing pipesor piles, relates in particular to the crawler type vibrating type machine for placing pipesor piles.
Background technology
In current construction site, vibrating type machine for placing pipesor piles can be used for constructing tube-sinking cast-in-situ pile, sand pile and broken stone pile etc., be widely used in the field of Soft Ground and building pile basis engineering.The vibrator sunk pile machine is to utilize the up-down vibration power of vibrating hammer that the steel pipe of lower end closed is forced to be driven underground, thereby form the stake hole, then pour into solid material (concrete, sand and rubble etc.) in the stake hole, then by vibration force, steel pipe is transferred to ground, finally form the piling machinery commonly used of pile foundation.
As shown in Figure 1, in prior art, vibrating type machine for placing pipesor piles 1 " mainly comprises base 10 ", frame 13 ", vibrating hammer 12 " and immersed tube 11 "; " mobile in needing at the construction field (site) at the construction field (site); because needs are driven piles to the place, many places; with this; pile driver 1, pile driver 1 " weight very heavy, in traditional move mode, by base 10 " under two steel cylinders 2 are set "; lay on the ground a large amount of sleepers; like this, utilize steel cylinder 2 movement of " move, thereby realize pile driver 1 " on sleeper.This pile driver 1 " move mode have following defect: 1), need a large amount of manually laying railway sleepers, and, when mobile, need to expend a large amount of subsidiary operation times, have a strong impact on the construction period and reduce efficiency of construction; 2), greatly increase construction cost.
The utility model content
The purpose of this utility model is to provide the crawler type vibrating type machine for placing pipesor piles, is intended to solve the problem that vibrating type machine for placing pipesor piles of the prior art adopts the copper cylinder to coordinate sleeper to be moved so that have a strong impact on the construction period, reduce efficiency of construction and increase construction cost.
The utility model is to realize like this, the crawler type vibrating type machine for placing pipesor piles, comprise base, frame, vibrating hammer and immersed tube, described frame is vertical and is located on described base, described vibrating hammer is located at described frame one side, and described immersed tube is connected in described vibrating hammer, is vertical shape and is placed in described frame one side, be connected with moving structure under described base, described base is provided with the console that drives described moving structure to move.
Further, described moving structure comprises crawler belt and the dynamical element for driving described crawler belt to move of being located under described base, and described dynamical element is electrically connected at described console.
Further, described dynamical element is motor, and described motor is connected in described crawler belt one side.
Further, described base is provided with balance columns, and described balance columns and described vibrating hammer are oppositely arranged, and its lower end is connected in described base, and upper end is in tilted layout towards the direction that departs from described vibrating hammer, between described balance columns and described frame, is connected with a plurality of ropes that link.
Further, described base is provided with force rod, and described force rod and described vibrating hammer are oppositely arranged, and its upper end is connected in described frame, and lower end is connected in described base.
Further, described force rod is telescopic hydraulic stem.
Compared with prior art, the pile driver in the utility model, its base has moving structure, and be provided with console on base, like this, by operating console, can drive moving structure to move, thereby realize the movement of whole pile driver, it is simple to operate, convenient, reduces efficiency of construction, can not impact the construction period, and greatly shorten the construction period; In addition, can deduct in routine techniques, for the auxiliary equipment of mobile pile driver, greatly reduce construction cost.
The accompanying drawing explanation
Fig. 1 is that the master of crawler type vibrating type machine for placing pipesor piles of the prior art looks schematic diagram;
Fig. 2 is that the master of the crawler type vibrating type machine for placing pipesor piles that provides of the utility model embodiment looks schematic diagram.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Below in conjunction with specific embodiment, realization of the present utility model is described in detail.
As shown in Figure 2, the preferred embodiment provided for the utility model.
The crawler type vibrating type machine for placing pipesor piles 1 that the present embodiment provides, for constructing immersed tube 11 castinplace piles, sand pile and broken stone pile etc., be widely used in the field of Soft Ground and building pile basis engineering, it comprises base 10, frame 13, vibrating hammer 12 and immersed tube 11, frame 13 is vertical shape and is arranged on base 10, certainly, and vertically shape setting, also can be and the angled setting of base 10, the concrete setting determined by actual conditions; Vibrating hammer 12 is arranged on a side of frame 13, and is positioned at frame 13 tops, and immersed tube 11 is connected to the lower end of vibrating hammer 12, and it is the side that vertical shape is arranged in frame 13.
In the course of the work, vibrating hammer 12 drives immersed tube 11 up-down vibration to above-mentioned pile driver 1, thereby steel pipe is forced to be driven underground, form the stake hole, then pour into solid material (concrete, sand and rubble etc.) in the stake hole, then by vibration force, steel pipe is transferred to ground, finally form pile foundation.
The pile driver 1 that the present embodiment provides, base 10 lower ends are provided with moving structure, and are provided with console 14 on base 10, and this console 14 can be controlled moving structure and move, thereby drives base 10 to move.In the practice of construction process, when pile driver 1 after the piling of a certain position finishes, the operator can be directly at the enterprising line operate of console 14, the driving moving structure moves, and makes pile driver 1 move to the position that another need to be driven piles, and it is simple to operate, convenient, reduce efficiency of construction, can not impact the construction period, and greatly shorten the construction period; In addition, can deduct in routine techniques, for the auxiliary equipment of mobile pile driver 1, greatly reduce construction cost.
Particularly, above-mentioned moving structure comprises the crawler belt 18 that is arranged on base 10, and crawler belt 18 1 sides are provided with motor 19, and this motor 19 can drive crawler belt 18 motions, thereby makes pile driver 1 move; Motor 19 is electrically connected console 14, by console 14, is operated, and like this, operating personnel, directly at the enterprising line operate of console 14, make motor 19 drive crawler belt 18 to move, and then pile driver 1 move.
Certainly, crawler belt 18 can be also that other dynamical element is driven, and is not limited to motor 19, as long as dynamical element is electrically connected console 14, by console 14 operations, drives crawler belt 18 to move and can.
In the process that vibrating hammer 12 is being worked, in order to guarantee the stress balance of frame 13, in the present embodiment, also be provided with balance columns 15 on base 10, this balance columns 15 is oppositely arranged with vibrating hammer 12, and both lay respectively at the both sides of frame 13, lower end is connected on base 10, upper end is in tilted layout towards departing from vibrating hammer 12, and be connected with a plurality of connecting strands 16 between balance columns 15 and frame 13, like this, when vibrating hammer 12 work, under the effect of balance columns 15 and connecting strand 16, can guarantee that frame 13 is in vertical shape, can run-off the straight etc. phenomenon, guarantee pile driver 1 piling quality.
In the present embodiment, also be provided with force rod 17 on base 10, this force rod 17 is oppositely arranged with vibrating hammer 12, be arranged on ,Qi upper end, the same side with balance columns 15 and be connected on frame 13, lower end is connected on base 10, thereby, this force rod 17 also can balance vibration the vibration force of 12 pairs of frames 13 of hammer, make the stressed in vertical direction of frame 13, avoid frame 13 to tilt.
Particularly, above-mentioned force rod 17 is telescopic hydraulic stem, certainly, can be also the rod member of other form, and concrete the setting determined by actual conditions.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (6)
1. crawler type vibrating type machine for placing pipesor piles, comprise base, frame, vibrating hammer and immersed tube, described frame is vertical and is located on described base, described vibrating hammer is located at described frame one side, described immersed tube is connected in described vibrating hammer, is vertical shape and is placed in described frame one side, it is characterized in that, be connected with moving structure under described base, described base is provided with the console that drives described moving structure to move.
2. crawler type vibrating type machine for placing pipesor piles as claimed in claim 1, is characterized in that, described moving structure comprises crawler belt and the dynamical element for driving described crawler belt to move of being located under described base, and described dynamical element is electrically connected at described console.
3. crawler type vibrating type machine for placing pipesor piles as claimed in claim 2, is characterized in that, described dynamical element is motor, and described motor is connected in described crawler belt one side.
4. crawler type vibrating type machine for placing pipesor piles as described as the claims 1 to 3 any one, it is characterized in that, described base is provided with balance columns, described balance columns and described vibrating hammer are oppositely arranged, its lower end is connected in described base, upper end is in tilted layout towards the direction that departs from described vibrating hammer, between described balance columns and described frame, is connected with a plurality of ropes that link.
5. crawler type vibrating type machine for placing pipesor piles as described as the claims 1 to 3 any one, is characterized in that, described base is provided with force rod, and described force rod and described vibrating hammer are oppositely arranged, and its upper end is connected in described frame, and lower end is connected in described base.
6. crawler type vibrating type machine for placing pipesor piles as claimed in claim 5, is characterized in that, described force rod is telescopic hydraulic stem.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320353447.8U CN203373746U (en) | 2013-06-19 | 2013-06-19 | Crawler-type vibration immersed tube piling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320353447.8U CN203373746U (en) | 2013-06-19 | 2013-06-19 | Crawler-type vibration immersed tube piling machine |
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CN203373746U true CN203373746U (en) | 2014-01-01 |
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CN201320353447.8U Expired - Fee Related CN203373746U (en) | 2013-06-19 | 2013-06-19 | Crawler-type vibration immersed tube piling machine |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105442600A (en) * | 2015-12-11 | 2016-03-30 | 广州市泰基工程技术有限公司 | Static-pressure pneumatic hammer pipe driver |
CN111364438A (en) * | 2020-03-12 | 2020-07-03 | 中国水利水电第七工程局有限公司 | Intelligent monitoring pile machine for vibrating immersed tube |
-
2013
- 2013-06-19 CN CN201320353447.8U patent/CN203373746U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105442600A (en) * | 2015-12-11 | 2016-03-30 | 广州市泰基工程技术有限公司 | Static-pressure pneumatic hammer pipe driver |
CN111364438A (en) * | 2020-03-12 | 2020-07-03 | 中国水利水电第七工程局有限公司 | Intelligent monitoring pile machine for vibrating immersed tube |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20170619 |
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CF01 | Termination of patent right due to non-payment of annual fee |