CN2760114Y - Construction equipment for internal-tamping type sunken tube impregnation and tamping reamed pile - Google Patents
Construction equipment for internal-tamping type sunken tube impregnation and tamping reamed pile Download PDFInfo
- Publication number
- CN2760114Y CN2760114Y CN 200420054218 CN200420054218U CN2760114Y CN 2760114 Y CN2760114 Y CN 2760114Y CN 200420054218 CN200420054218 CN 200420054218 CN 200420054218 U CN200420054218 U CN 200420054218U CN 2760114 Y CN2760114 Y CN 2760114Y
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- Prior art keywords
- tamping
- internal
- immersed tube
- construction equipment
- hammer ram
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a construction device of an internal-tamping type impregnation and tamping expansion pile for a sunken tube, which comprises a frame, wherein a sliding track rod which is vertically arranged is arranged on the frame, a vibrating hollow heavy bob is sheathed with the sliding track rod, and the vibrating hollow heavy hammer is fixedly connected with the sunken tube; an internal-tamping hammer is arranged in the sunken tube, and the internal-tamping hammer is connected with a lifting device. The utility model has the advantage of reasonable structure, low noise, and convenient construction, and is suitable for construction of various kinds of technology for foundation with different properties.
Description
Technical field:
The utility model relates to a kind of building operations instrument.
Background technology:
The construction equipment of existing immersed tube bored, compaction pile, the form that generally adopts diesel oil or vibrating hammer directly to hit immersed tube, its construction noise is big, and vibration is big, and bigger to the influence of surrounding environment, also there is complex structure in other forms of equipment, defectives such as construction inconvenience.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, relatively environmental protection, and the internal-tamping type of easy construction is immersed tube bored, the construction equipment of compaction pile.
Technical solution of the present utility model is:
A kind of internal-tamping type is immersed tube bored, the construction equipment of compaction pile, comprises frame, it is characterized in that: adorn a vertically disposed slide track bar on the frame, suit vibration hollow weight on the slide track bar, vibration hollow weight is fixedlyed connected with immersed tube, and interior hammer ram is set in the immersed tube, and interior hammer ram is connected with lifting appliance.
Vibration hollow weight is loaded on the end of immersed tube.Interior hammer ram is cylinder shape.Interior hammer ram has two sections, and epimere is cylinder shape, and hypomere is cone-shaped.The two sections of interior hammer ram connect by screw thread or connector.
The utility model is rational in infrastructure, and noise is little, and easy construction is applicable to that kinds of processes constructs to basis of different nature.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
Fig. 2 is a partial structurtes diagrammatic sketch among Fig. 1.
Fig. 3 is the configuration diagram of interior hammer ram among the embodiment 2.
The specific embodiment:
Embodiment 1:
A kind of internal-tamping type is immersed tube bored, the construction equipment of compaction pile, comprise frame 1, vertically disposed slide track bar 2 on the frame 1, suit vibration hollow weight 3 on the slide track bar 2, vibration hollow hammer is installed in the end of immersed tube 4, hammer ram 5 in the cylinder shape is set in the immersed tube 4, and interior hammer ram 5 is connected with lifting appliance 6.
Embodiment 2:
Interior hammer ram 7 is the form of two sections, and epimere is cylinder shape, and hypomere is cone-shaped, and two sections connect by screw thread (or connector).All the other are all with embodiment 1.
Claims (5)
1, the construction equipment of immersed tube bored, the compaction pile of a kind of internal-tamping type comprises frame, it is characterized in that: adorn a vertically disposed slide track bar on the frame, suit vibration hollow weight on the slide track bar, vibration hollow weight is fixedlyed connected with immersed tube, and interior hammer ram is set in the immersed tube, and interior hammer ram is connected with lifting appliance.
2, the construction equipment of immersed tube bored, the compaction pile of internal-tamping type according to claim 1 is characterized in that: vibration hollow weight is loaded on the end of immersed tube.
3, the construction equipment of immersed tube bored, the compaction pile of internal-tamping type according to claim 1 and 2, it is characterized in that: interior hammer ram is cylinder shape.
4, the construction equipment of immersed tube bored, the compaction pile of internal-tamping type according to claim 1 and 2, it is characterized in that: interior hammer ram has two sections, and epimere is cylinder shape, and hypomere is cone-shaped.
5, the construction equipment of immersed tube bored, the compaction pile of internal-tamping type according to claim 4 is characterized in that: the two sections of interior hammer ram connect by screw thread or connector.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200420054218 CN2760114Y (en) | 2004-12-07 | 2004-12-07 | Construction equipment for internal-tamping type sunken tube impregnation and tamping reamed pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200420054218 CN2760114Y (en) | 2004-12-07 | 2004-12-07 | Construction equipment for internal-tamping type sunken tube impregnation and tamping reamed pile |
Publications (1)
Publication Number | Publication Date |
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CN2760114Y true CN2760114Y (en) | 2006-02-22 |
Family
ID=36082315
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200420054218 Expired - Fee Related CN2760114Y (en) | 2004-12-07 | 2004-12-07 | Construction equipment for internal-tamping type sunken tube impregnation and tamping reamed pile |
Country Status (1)
Country | Link |
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CN (1) | CN2760114Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102425166A (en) * | 2011-09-09 | 2012-04-25 | 苏州力高建筑工程技术有限公司 | Novel pile driving method and equipment for foundation construction treatment |
CN102704479A (en) * | 2012-06-12 | 2012-10-03 | 张永忠 | Hydraulic hammering type concrete cast-in-place pile equipment |
CN108118698A (en) * | 2018-01-19 | 2018-06-05 | 朱建新 | The construction method of stake and special Static pressure pile driver |
CN108411915A (en) * | 2018-03-14 | 2018-08-17 | 苏州楼翔建设工程有限公司 | A kind of pile-driving method and integrated piling machine |
CN109339043A (en) * | 2018-11-30 | 2019-02-15 | 龙元建设集团股份有限公司 | Steel pipe anchor rod stake machine and construction method |
-
2004
- 2004-12-07 CN CN 200420054218 patent/CN2760114Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102425166A (en) * | 2011-09-09 | 2012-04-25 | 苏州力高建筑工程技术有限公司 | Novel pile driving method and equipment for foundation construction treatment |
CN102704479A (en) * | 2012-06-12 | 2012-10-03 | 张永忠 | Hydraulic hammering type concrete cast-in-place pile equipment |
CN108118698A (en) * | 2018-01-19 | 2018-06-05 | 朱建新 | The construction method of stake and special Static pressure pile driver |
CN108411915A (en) * | 2018-03-14 | 2018-08-17 | 苏州楼翔建设工程有限公司 | A kind of pile-driving method and integrated piling machine |
CN109339043A (en) * | 2018-11-30 | 2019-02-15 | 龙元建设集团股份有限公司 | Steel pipe anchor rod stake machine and construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20060222 Termination date: 20131207 |