CN205000892U - Automatic punching pile driver with survey inclined to one side function - Google Patents
Automatic punching pile driver with survey inclined to one side function Download PDFInfo
- Publication number
- CN205000892U CN205000892U CN201520776840.7U CN201520776840U CN205000892U CN 205000892 U CN205000892 U CN 205000892U CN 201520776840 U CN201520776840 U CN 201520776840U CN 205000892 U CN205000892 U CN 205000892U
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- China
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- pulley
- automatic punching
- pile frame
- block stamp
- steel ruler
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to a system stake equipment field especially relates to an automatic punching pile driver with survey inclined to one side function, and mainly include the pile frame, set up at the computer lab and the first pulley at pile frame rear portion, set up at the second pulley of pile frame eminence and around the cable wire of locating first pulley and second pulley, the cable wire end is equipped with the block stamp, computer lab control block stamp punches a hole, second pulley below sets up a steel ruler, the central line and the cable wire of steel ruler align in the position under the vertical position. The utility model discloses simple structure, convenient and practical, low cost can the accurate deviating distance who obtains the block stamp again lightly, and then the position through adjusting automatic punching pile driver or backfill measure such as stone and carry out the on -call repairing to inclined to one side hole, guarantees the perpendicularity of pore -forming.
Description
Technical field
The utility model relates to stake apparatus field processed, particularly relates to a kind ofly to have the automatic punching pile driver surveying inclined function.
Background technology
Automatic punching pile driver constructs the inclined hole that there will be in various degree in the rock stratum of soft or hard inequality, and it is softer that block stamp can be partial to rock stratum all the time in punch process.Automatic punching pile driver drives two of block stamp cable wires to remain parallel in pore forming process, judges that inclined hole is comparatively difficult by observing cable wire off normal.Difficulty can be caused to subsequent construction in inclined hole, such as partially can spend the plenty of time carrying out repairing hole behind hole; Can cause reinforcing cage cannot below; Plane set-hammer is utilized to carry out when repairing groove, there will be the situations such as card hammer.
Utility model content
For the deficiency that prior art exists, the purpose of this utility model is that providing a kind of has the automatic punching pile driver surveying inclined function.
For achieving the above object, the utility model can be achieved by the following technical programs:
There is the automatic punching pile driver surveying inclined function, comprise pile frame, be arranged on the machine room at pile frame rear portion and the first pulley, be arranged on the second pulley of pile frame eminence and be set around the cable wire of the first pulley and the second pulley, described cable end is provided with block stamp, described machine room controls block stamp punching, below described second pulley, a steel ruler is set, the center line of described steel ruler and the aligned in position of cable wire under plumbness.
Further, be provided with a lining rope bottom described pile frame, the end of described lining rope is provided with a little weight, is convenient to measure the distance bottom block stamp bottom pile frame.
Further, conveniently accurately measure, the total length of described lining rope and little weight equals the vertical distance from pile frame bottom centre to block stamp bottom centre.
Further, described steel ruler is by Bracket setting below the second pulley, and described support welding is on pile frame.
Further, the length of described steel ruler is 20cm, enough measures block stamp deviation range.
The corresponding unswerving cable wire position of setting steel ruler scale is initial reading, suppose that L1 is the horizontal range that cable wire departs from steel ruler initial count, L2 is the overall height of lining rope and little weight, L3 is the horizontal range that block stamp departs from upright position, L4 is the vertical distance of the second pulley center position to steel ruler installation site, and L5 is the vertical distance bottom steel ruler to pile frame.The character proportional according to similar triangles corresponding sides, obtains
therefore show that block stamp departs from distance L3=L1* (the L2+L4+L5)/L4 of upright position.
The utility model structure is simple, convenient and practical, with low cost, accurately can obtain again the deviation distance of block stamp like a cork, and then is repaired in time inclined hole by measures such as the position of adjustment automatic punching pile driver or backfill stones, the verticality of guarantee pore-forming.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1-pile frame, 2-machine room, 3-first pulley, 4-second pulley, 5-cable wire, 6-block stamp, 7-steel ruler, 8-lining rope, the little weight of 9-, 10-support, 11-vertical line.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is further described:
As shown in Figure 1, described in the utility model have the automatic punching pile driver surveying inclined function, mainly comprise pile frame 1, be arranged on the machine room 2 at pile frame 1 rear portion and the first pulley 3, be arranged on the second pulley 4 of pile frame 1 eminence and be set around the cable wire 5 of the first pulley 3 and the second pulley 4, the end of cable wire 5 is provided with the block stamp 6 for punching, and machine room 2 controls block stamp 6 punching.Be provided with a support 10 below second pulley 4, support 10 is welded on pile frame 1, support 10 is arranged a steel ruler 7, and the center line of steel ruler 7 and the aligned in position of cable wire 5 under plumbness, the length of steel ruler 7 can be set to 20cm.
Conveniently accurately measure, be provided with a lining rope 8 bottom pile frame 1, the end of lining rope 8 is provided with a little weight 9.The total length of lining rope 8 and little weight 9 or overall height equal the vertical distance from pile frame 1 bottom centre to block stamp 6 bottom centre.
The utility model uses Similar Principle of Triangle to carry out operation result of measurement, and the distance being departed from vertical line 11 by cable wire 5, vertical line 11, steel ruler 7, block stamp 6 forms two similar triangles.Corresponding unswerving cable wire 5 position of setting steel ruler 7 scale is initial reading, suppose that L1 is the horizontal range that cable wire 5 departs from steel ruler 7 initial count, L2 is the overall height of lining rope 8 and little weight 9, L3 is the horizontal range that block stamp 6 departs from upright position, L4 is the vertical distance of the second pulley 4 center to steel ruler 7 installation site, and L5 is the vertical distance bottom steel ruler 7 to pile frame 1.The character proportional according to similar triangles corresponding sides, obtains
therefore show that block stamp 6 departs from distance L3=L1* (the L2+L4+L5)/L4 of upright position.
Value due to L2, L4, L5 is changeless, therefore measure the value of L2, L4, L5 in advance and store, as long as the distance that the later block stamp 6 of calculating each time departs from upright position reads the value of L1 from steel ruler 7, and is inserted in above-mentioned formula, the value of L3 can be drawn fast.So just can conveniently monitor inclined hole situation in punched hole construction process, by to the timely adjustment of block stamp position, inclined hole and take other ancillary methods corresponding, as reduced stroke, controlling the measures such as mud property, decrease the situation in inclined hole in upper-soft lower-hard ground, achieve good effect.In construction of diaphragm wall, the verticality of pore-forming is improved, and when transferring reinforcing cage, there will not be the phenomenon of card cage.
For a person skilled in the art, according to above technical scheme and design, other various corresponding change and distortion can be made, and all these change and distortion all should belong within the protection domain of the utility model claim.
Claims (5)
1. there is the automatic punching pile driver surveying inclined function, it is characterized in that: comprise pile frame, be arranged on the machine room at pile frame rear portion and the first pulley, be arranged on the second pulley of pile frame eminence and be set around the cable wire of the first pulley and the second pulley, described cable end is provided with block stamp, described machine room controls block stamp punching, below described second pulley, a steel ruler is set, the center line of described steel ruler and the aligned in position of cable wire under plumbness.
2. according to claim 1 have the automatic punching pile driver surveying inclined function, it is characterized in that: be provided with a lining rope bottom described pile frame, and the end of described lining rope is provided with a little weight.
3. according to claim 2 have the automatic punching pile driver surveying inclined function, it is characterized in that: the total length of described lining rope and little weight equals the vertical distance from pile frame bottom centre to block stamp bottom centre.
4. according to claim 1 have the automatic punching pile driver surveying inclined function, it is characterized in that: described steel ruler is by Bracket setting below the second pulley, and described support welding is on pile frame.
5. according to claim 1 or 4, there is the automatic punching pile driver surveying inclined function, it is characterized in that: the length of described steel ruler is 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520776840.7U CN205000892U (en) | 2015-09-30 | 2015-09-30 | Automatic punching pile driver with survey inclined to one side function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520776840.7U CN205000892U (en) | 2015-09-30 | 2015-09-30 | Automatic punching pile driver with survey inclined to one side function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205000892U true CN205000892U (en) | 2016-01-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520776840.7U Active CN205000892U (en) | 2015-09-30 | 2015-09-30 | Automatic punching pile driver with survey inclined to one side function |
Country Status (1)
| Country | Link |
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| CN (1) | CN205000892U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951832A (en) * | 2016-05-27 | 2016-09-21 | 中交第航务工程局有限公司 | Diesel hammer deviation piling rectification construction process and equipment |
| CN112482361A (en) * | 2020-11-30 | 2021-03-12 | 四川仟坤建设集团有限责任公司 | Impact drilling cast-in-place pile construction device and construction method thereof |
| CN113738277A (en) * | 2021-08-12 | 2021-12-03 | 广东地山基础工程有限公司 | Punching hammer guiding device for vertical hole forming of punching cast-in-place pile |
-
2015
- 2015-09-30 CN CN201520776840.7U patent/CN205000892U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951832A (en) * | 2016-05-27 | 2016-09-21 | 中交第航务工程局有限公司 | Diesel hammer deviation piling rectification construction process and equipment |
| CN105951832B (en) * | 2016-05-27 | 2018-12-11 | 中交第一航务工程局有限公司 | Marine diesel hammer deviation piling Deviation Correction Construction technique |
| CN112482361A (en) * | 2020-11-30 | 2021-03-12 | 四川仟坤建设集团有限责任公司 | Impact drilling cast-in-place pile construction device and construction method thereof |
| CN113738277A (en) * | 2021-08-12 | 2021-12-03 | 广东地山基础工程有限公司 | Punching hammer guiding device for vertical hole forming of punching cast-in-place pile |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |