CN102261072A - Marine piling device - Google Patents
Marine piling device Download PDFInfo
- Publication number
- CN102261072A CN102261072A CN 201110119185 CN201110119185A CN102261072A CN 102261072 A CN102261072 A CN 102261072A CN 201110119185 CN201110119185 CN 201110119185 CN 201110119185 A CN201110119185 A CN 201110119185A CN 102261072 A CN102261072 A CN 102261072A
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- CN
- China
- Prior art keywords
- pile
- hammer
- piling device
- vibrating
- prestressed pipe
- Prior art date
- 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.)
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- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a marine piling device. The marine piling device comprises a prestressed pipe, a pile cap, an anchor ear and a vibrating and dialing hammer, wherein the prestressed pipe is used for forming a pile; the pile cap is arranged at the top end of the prestressed pipe; the anchor ear is used for fixing the pile cap and the prestressed pipe; the vibrating and dialing hammer can generate vibration; one end of the vibrating and dialing hammer is provided with a first connecting part which is connected with the pile cap, and the other end of the vibrating and dialing hammer is provided with a second connecting part which is connected with a hanging frame. By adopting the piling device, when in construction, a pipe pile is piled into a soil layer by only making the pile cap and the anchor ear according to the size of the pipe pile, fixing the pipe pile and the pile cap by using the anchor ear, connecting the vibrating and dialing hammer which is connected with the hanging frame and the pile cap and finally vibrating the vibrating and dialing hammer. The marine piling device is convenient to construct, and has high speed, low cost and relatively low mechanical requirement.
Description
Technical field
The present invention relates to pile driving rig, particularly a kind of marine piling device.
Background technology
At present, pile driver is generally adopted in marine piling, static pressure or vibration construction.Existing pile driver comprises pile monkey, pile frame and ancillary service etc., and cost is big, and speed is slow, and machinery requires high, and when carrying out marine piling, also needs set up platform in advance specially, takes time and effort, and has further increased construction cost.
Summary of the invention
Technical problem to be solved by this invention is to overcome the deficiencies in the prior art, and a kind of easy construction is provided, and speed is fast, the marine piling device that cost is low.
For solving the problems of the technologies described above, the present invention adopts following technical scheme:
A kind of marine piling device, it comprises the prestressed pipe, the pile cover that is arranged on the prestressed pipe top ends that are used to form pile, be used for the anchor ear that pile cover and prestressed pipe is fixing and shaking of can vibrating dialled hammer, the described end of dialling hammer that shakes has first connecting portion that is connected with pile cover, and the other end has second connecting portion that links to each other with suspension bracket.
Concrete aspect according to the present invention, described pile cover has the Access Division, and first connecting portion of dialling hammer that shakes is plugged in the Access Division of pile cover.Described pile cover also has the resettlement section of the top ends that is used to accommodate prestressed pipe.
Described suspension bracket can be the suspension bracket of crane barge waterborne or the suspension bracket that hangs of vapour on the bank.
Owing to take above technical scheme, the present invention compared with prior art has following advantage:
Adopt pile driving rig of the present invention, during construction, only need press the pile tube size and make a pile cover and an anchor ear, utilize anchor ear fixedly pile tube and pile cover, the hammer of extricating oneself from a predicament and brace oneself up to action that will be connected again on the suspension bracket is connected with pile cover, by the vibration of dialling hammer of shaking pile tube is squeezed in the soil layer at last, easy construction, speed is fast, and cost is low, that machinery requires is low relatively (can utilize crane barge waterborne or on the bank vapour hang).
Description of drawings
Below in conjunction with accompanying drawing and specific embodiment, the present invention will be further described in detail.
Fig. 1 looks schematic diagram for the master according to pile cover of the present invention;
Fig. 2 is the schematic top plan view according to anchor ear of the present invention;
Fig. 3 is the connection diagram according to pile cover of the present invention and anchor ear;
Fig. 4 is the structural representation according to pile driving rig of the present invention;
Fig. 5 is the enlarged drawing at A place among Fig. 4;
Wherein: 1, prestressed pipe; 2, pile cover; 20, Access Division; 21, resettlement section; 3, anchor ear; 4, shake and dial hammer; 40, first connecting portion; 5, suspension bracket; 6, nut; 7, screw-thread steel.
The specific embodiment
Shown in Fig. 1 to 5, according to the marine piling device of present embodiment comprise the prestressed pipe 1 that is used to form pile, have the resettlement section 21 that is used to accommodate prestressed pipe 1 top ends pile cover 2, be used for the anchor ear 3 that pile cover 2 and prestressed pipe 1 is fixing and shaking of can vibrating dialled hammer 4, the described end of dialling hammer 4 that shakes has first connecting portion 40 that is connected with pile cover 2, the other end has second connecting portion that links to each other with suspension bracket 5, and wherein suspension bracket 5 is the suspension bracket of existing crane barge waterborne.
During construction, press the pile tube dimensional requirement, make a pile cover 2 and an anchor ear 3, utilize anchor ear 3, will be fixing by screw-thread steel 7 and nut 6 as the prestressed pipe 1 and the pile cover 2 of pile tube, use the Access Division 20 of first connecting portion, the 4 insertion pile covers 2 of the hammer 4 of extricating oneself from a predicament and brace oneself up to action again, the vibration by the hammer 4 of extricating oneself from a predicament and brace oneself up to action is at last squeezed in the soil layer prestressed pipe 1.Easy construction of the present invention, speed is fast, and cost is low, and machinery requires low relatively.
More than the present invention has been done detailed description; its purpose is to allow the personage that is familiar with this art can understand content of the present invention and is implemented; can not limit protection scope of the present invention with this; all equivalences of doing according to spiritual essence of the present invention change or modify, and all should be encompassed in protection scope of the present invention
Claims (4)
1. marine piling device, it is characterized in that: described marine piling device comprises prestressed pipe (1), the pile cover (2) that is arranged on described prestressed pipe (1) top ends that is used to form pile, group hammer (4) that shakes that is used for the anchor ear (3) that described pile cover (2) and described prestressed pipe (1) is fixing and can vibrates, the described end of dialling hammer (4) that shakes has first connecting portion (40) that is connected with described pile cover (2), and the other end has second connecting portion that links to each other with suspension bracket (5).
2. marine piling device according to claim 1 is characterized in that: described pile cover (2) has Access Division (20), and described first connecting portion (40) of dialling hammer (4) that shakes is plugged in the Access Division (20) of described pile cover (2).
3. marine piling device according to claim 2 is characterized in that: described pile cover (2) also has the resettlement section (21) of the top ends that is used to accommodate described prestressed pipe (1).
4. marine piling device according to claim 1 is characterized in that: described suspension bracket (5) is the suspension bracket of crane barge waterborne or the suspension bracket that hangs of vapour on the bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110119185 CN102261072A (en) | 2011-05-10 | 2011-05-10 | Marine piling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110119185 CN102261072A (en) | 2011-05-10 | 2011-05-10 | Marine piling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102261072A true CN102261072A (en) | 2011-11-30 |
Family
ID=45007890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110119185 Pending CN102261072A (en) | 2011-05-10 | 2011-05-10 | Marine piling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102261072A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660954A (en) * | 2012-05-23 | 2012-09-12 | 中天建设集团有限公司 | Pile bottom grouting device |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2245625Y (en) * | 1993-10-15 | 1997-01-22 | 王永祥 | Drop hammer and indoor pile driver using the drop hammer |
| JPH10195870A (en) * | 1997-01-07 | 1998-07-28 | Toa Harbor Works Co Ltd | Driving method for wedge type underground wall |
| CN1214396A (en) * | 1998-09-03 | 1999-04-21 | 华北水利水电学院 | Portable flood controlling emergency pile driver and self-propelled flood controlling emergency pile driver |
| CN1308001A (en) * | 2001-03-22 | 2001-08-15 | 上海交通大学 | Deep-sea pile driver |
| CN1461855A (en) * | 2002-05-27 | 2003-12-17 | 石鸿臣 | Piling device |
| CN201817813U (en) * | 2010-10-23 | 2011-05-04 | 河南森木实业发展有限公司 | Vibrating and hammering integrated pile driver and vibration hammer thereof |
| CN202064355U (en) * | 2011-05-10 | 2011-12-07 | 吴江市明港道桥工程有限公司 | Floating piling plant |
-
2011
- 2011-05-10 CN CN 201110119185 patent/CN102261072A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2245625Y (en) * | 1993-10-15 | 1997-01-22 | 王永祥 | Drop hammer and indoor pile driver using the drop hammer |
| JPH10195870A (en) * | 1997-01-07 | 1998-07-28 | Toa Harbor Works Co Ltd | Driving method for wedge type underground wall |
| CN1214396A (en) * | 1998-09-03 | 1999-04-21 | 华北水利水电学院 | Portable flood controlling emergency pile driver and self-propelled flood controlling emergency pile driver |
| CN1308001A (en) * | 2001-03-22 | 2001-08-15 | 上海交通大学 | Deep-sea pile driver |
| CN1461855A (en) * | 2002-05-27 | 2003-12-17 | 石鸿臣 | Piling device |
| CN201817813U (en) * | 2010-10-23 | 2011-05-04 | 河南森木实业发展有限公司 | Vibrating and hammering integrated pile driver and vibration hammer thereof |
| CN202064355U (en) * | 2011-05-10 | 2011-12-07 | 吴江市明港道桥工程有限公司 | Floating piling plant |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102660954A (en) * | 2012-05-23 | 2012-09-12 | 中天建设集团有限公司 | Pile bottom grouting device |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20111130 |