CN215715245U - Stirring pile machine structure capable of limiting height for operation - Google Patents
Stirring pile machine structure capable of limiting height for operation Download PDFInfo
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- CN215715245U CN215715245U CN202122276873.3U CN202122276873U CN215715245U CN 215715245 U CN215715245 U CN 215715245U CN 202122276873 U CN202122276873 U CN 202122276873U CN 215715245 U CN215715245 U CN 215715245U
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- winch
- cantilever beam
- truss
- frame
- transition pulley
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- 238000003756 stirring Methods 0.000 title claims abstract description 8
- 238000000034 method Methods 0.000 claims abstract description 3
- 230000007704 transition Effects 0.000 claims description 32
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 9
- 238000007711 solidification Methods 0.000 description 9
- 230000008023 solidification Effects 0.000 description 9
- 239000010802 sludge Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
The utility model provides a stirring pile machine structure capable of limiting height operation, which comprises a curing ship, wherein a track frame is arranged on the curing ship, and a track is arranged on the track frame; the method is characterized in that: the truss is movably arranged on the track, a portal frame is arranged on the left side of the truss, and a cantilever beam is arranged on the right side of the truss; wherein: the right side of the truss is provided with a first winch, the left side of the cantilever beam is provided with a second winch, the left side of the cantilever beam is provided with a third winch, and the third winch is arranged above the second winch; the utility model has the beneficial effects that: the utility model has two structures, when the water flow is small, the stirrer can be directly hoisted and placed in water for construction operation; when meeting rivers big, through increasing the pile frame, adjust the elevation that the pile frame is located the surface of water through receiving and releasing wire rope one simultaneously, avoid the limit for height, fast pass through, do not influence the construction.
Description
Technical Field
The utility model belongs to the technical field of hydraulic construction, and particularly relates to a stirring pile machine structure capable of limiting height operation.
Background
The solidification ship converts sludge from a slurry state into filling soil which can be used for earthwork projects such as roads, embankments or foundation filling and the like as soon as possible, not only can solve the problem of land occupation of the sludge, but also can generate renewable soil resources.
In the prior art, for example, CN104846813B discloses a mixing pile ship for underwater soft foundation construction, which includes a catamaran, a hollow construction operation area is provided between the head end and the tail end of the catamaran, a longitudinal moving trolley capable of moving longitudinally along the construction operation area is erected on the two hulls of the catamaran, a transverse moving trolley capable of moving transversely along the construction operation area is provided on the longitudinal moving trolley, and a mixing device for operating an underwater soft foundation located below the construction operation area is provided on the transverse moving trolley; the advantages that the double-body ship can be adopted to carry out draft and grounding operation construction under the working conditions of various soils and the working conditions of no or no ebb flow, not only has high bearing and reserve buoyancy, but also has reliable operation stability and adaptability; by moving the longitudinal movement trolley and the transverse movement trolley, construction equipment can be used for carrying out construction operation on the underwater soft foundation to be constructed at any time, the operation area is large, and therefore operation efficiency is effectively improved.
In the construction operation, when the curing boat moves to a construction site, the curing boat is easily controlled by height limitation, if the curing boat passes through a bridge, the height limitation is high, and a pile machine of the curing boat is too high to pass through, in the prior art, for example, CN104846813B adopts a pouring mode to pass through, so that the curing boat has requirements on the length, and meanwhile, the pouring is adjusted to a working state, so that time is wasted.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a mixing pile machine structure capable of limiting the height for operation, which avoids the trouble of limiting the height of a curing boat by adjusting the height of a pile machine by using a winch.
The utility model provides the following technical scheme:
a stirring pile machine structure capable of limiting height operation comprises a curing ship, wherein a track frame is arranged on the curing ship, and a track is arranged on the track frame; the method is characterized in that:
the truss is movably arranged on the track, a portal frame is arranged on the left side of the truss, and a cantilever beam is arranged on the right side of the truss; wherein: the right side of the truss is provided with a first winch, the left side of the cantilever beam is provided with a second winch, the left side of the cantilever beam is provided with a third winch, and the third winch is arranged above the second winch;
a first transition pulley, a second transition pulley, a third transition pulley and a fourth transition pulley are arranged on the cantilever; the right end of the cantilever beam is provided with a lifting hook;
the stirrer is provided with a fixed pulley, and the third winch is provided with a first steel wire rope which is connected with the lifting hook through a fourth transition pulley and the fixed pulley; and a balancing weight is installed on the portal frame.
Furthermore, the right end of the truss is hinged with an operation platform, and a steel wire rope is arranged on the second winch and connected with the operation platform after passing through the first transition pulley, the second transition pulley and the third transition pulley.
This application still has another institutional advancement, be connected with the pile frame on the agitator, the spacing cantilever that supplies the pile frame to pass is installed to the upper right side of cantilever.
The utility model has the beneficial effects that: the utility model has two structures, when the water flow is small, the stirrer can be directly hoisted and placed in water for construction operation; when meeting rivers big, through increasing the pile frame, adjust the elevation that the pile frame is located the surface of water through receiving and releasing wire rope one simultaneously, avoid the limit for height, fast pass through, do not influence the construction.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a schematic structural view of a mixing pile machine structure capable of limiting height operation when a pile frame is arranged;
fig. 2 is a schematic structural diagram of a mixing pile machine structure capable of height-limited operation when no pile frame is provided.
Detailed Description
Example one
As shown in the figure, the present embodiment is a mixing pile machine structure for height-limited operation in construction of a region with small water flow, and includes a curing ship 1, a rail frame 18 is installed on the curing ship 1, and a rail 17 is installed on the rail frame 18.
The truss 16 is movably mounted on the track 17, and the movement mode of the truss 16 is mainly to drive the movement wheels to move on the track 17 through a motor, which is the prior art and is not described in detail herein. In addition, a portal frame 22 is installed on the left side of the truss 16, and a cantilever beam 8 is installed on the right side; a first transition pulley 5, a second transition pulley 7, a third transition pulley 10 and a fourth transition pulley 11 are arranged on the cantilever beam 8; the portal frame 21 is provided with a balancing weight, and the balancing weight is used for maintaining the balance of the ship body and preventing the side rollover due to overweight.
A first winch 3 is installed on the right side of the truss 16, a second winch 6 is installed on the left side of the cantilever beam 8, a third winch 4 is installed on the left side of the cantilever beam 8, and the third winch 4 is arranged above the second winch 6; the first winch 3 is provided with a solidified soil conveying pipeline 3 conveyed out after solidification from the solidification equipment on the solidification ship, during construction, the pipeline 3 descends along with the stirrer 20, the stirrer stirs, and the solidified soil in the pipeline is continuously blown and filled.
The right end of the truss 16 is further hinged with an operation platform 14, a steel wire rope is arranged on the second winch 6 and connected with the operation platform 14 after passing through the first transition pulley 5, the second transition pulley 7 and the third transition pulley 10, the second winch 6 is used for controlling the retraction of the operation platform 14, the second winch 6 is used for lowering the operation platform 14 through retracting the second steel wire rope 21, and the operation platform 14 is mainly used for placing construction operators and facilitating operation, construction and observation of underwater construction conditions. The right end of the cantilever beam 8 is provided with a lifting hook 13; the stirrer 20 is provided with a fixed pulley 19, and the third winch 4 is provided with a first steel wire rope which is connected with the lifting hook 13 through the fourth transition pulley 11 and the fixed pulley 19. The operation platform 14 and the stirrer 20 are not in one position and do not influence each other. The number of the fixed pulley 19 is more than one, and the number of the first corresponding steel wire rope on the fixed pulley 19 is also more than one, so that the safety of operation is improved.
This embodiment allows free access to the bridge bottom since it does not require a very high stake to secure the agitator 20. During construction, because rivers are little, agitator 20 weight is very heavy not influenced by rivers, transfers wire rope 9 through third hoist engine 4, and fixed pulley 19 just rotates this moment, and wire rope 9 is unnecessary just makes agitator 20 descend to under water and is under construction simultaneously, and first hoist engine 3 gets into the construction area through release pipe 3 and carries the solidification soil.
Example two
As shown in the figure, the present embodiment is a mixing pile machine structure for height-limited operation in construction of an area with relatively large water flow, and includes a curing ship 1, a rail frame 18 is installed on the curing ship 1, and a rail 17 is installed on the rail frame 18;
the truss 16 is movably mounted on the track 17, and the movement mode of the truss 16 is mainly to drive the movement wheels to move on the track 17 through a motor, which is the prior art and is not described in detail herein. In addition, a portal frame 22 is installed on the left side of the truss 16, and a cantilever beam 8 is installed on the right side; a first transition pulley 5, a second transition pulley 7, a third transition pulley 10 and a fourth transition pulley 11 are arranged on the cantilever beam 8; the portal frame 21 is provided with a balancing weight, and the balancing weight is used for maintaining the balance of the ship body and preventing the side rollover due to overweight.
A first winch 3 is installed on the right side of the truss 16, a second winch 6 is installed on the left side of the cantilever beam 8, a third winch 4 is installed on the left side of the cantilever beam 8, and the third winch 4 is arranged above the second winch 6; the first winch 3 is provided with a solidified soil conveying pipeline 3 conveyed out after solidification from the solidification equipment on the solidification ship, during construction, the pipeline 3 descends along with the stirrer 20, the stirrer stirs, and the solidified soil in the pipeline is continuously blown and filled.
The right end of the truss 16 is further hinged with an operation platform 14, a steel wire rope is arranged on the second winch 6 and connected with the operation platform 14 after passing through the first transition pulley 5, the second transition pulley 7 and the third transition pulley 10, the second winch 6 is used for controlling the retraction of the operation platform 14, the second winch 6 is used for lowering the operation platform 14 through retracting the second steel wire rope 21, and the operation platform 14 is mainly used for placing construction operators and facilitating operation, construction and observation of underwater construction conditions.
The right end of the cantilever beam 8 is provided with a lifting hook 13; the stirrer 20 is provided with a fixed pulley 19, and the third winch 4 is provided with a first steel wire rope which is connected with the lifting hook 13 through the fourth transition pulley 11 and the fixed pulley 19.
Different from the embodiment 1, the agitator 20 of the embodiment is connected with the pile frame 15, and the limiting cantilever beam 12 through which the pile frame 15 passes is installed at the upper right of the cantilever beam 8.
Because this embodiment needs fine pile frame to fix agitator 20, when through the bridge bottom, transfer wire rope 9 through third hoist engine 4, fixed pulley 19 just rotates this moment, and wire rope 9 is unnecessary just makes agitator 20 descend simultaneously, because pile frame 15 is connecting agitator 20, consequently it also can follow to descend and reduce the elevation, alright in order to freely pass through the bridge bottom like this. In the construction, because rivers are big, pile frame 15 on the agitator 20 has passed spacing cantilever beam 12, can play limiting displacement like this and fix a position, do not receive rivers to influence when making the agitator 20 operation, transfer wire rope 9 through third hoist engine 4, fixed pulley 19 is just rotatory this moment, wire rope 9 is unnecessary just makes agitator 20 descend to be under water and is under construction simultaneously, pile frame 15 still is in spacing cantilever beam 12 owing to highly long enough, first hoist engine 3 gets into the construction region through release pipe 3 and carries the solidification soil and be under construction.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (4)
1. A stirring pile machine structure capable of limiting height operation comprises a curing ship (1), wherein a track frame (18) is installed on the curing ship (1), and a track (17) is installed on the track frame (18); the method is characterized in that:
the truss (16) is movably arranged on the track (17), a portal frame (22) is arranged on the left side of the truss (16), and a cantilever beam (8) is arranged on the right side of the truss (16); wherein: a first winch (3) is installed on the right side of the truss (16), a second winch (6) is installed on the left side of the cantilever beam (8), a third winch (4) is installed on the left side of the cantilever beam (8), and the third winch (4) is arranged above the second winch (6);
a first transition pulley (5), a second transition pulley (7), a third transition pulley (10) and a fourth transition pulley (11) are arranged on the cantilever beam (8); a lifting hook (13) is arranged at the right end of the cantilever beam (8);
the hoisting device comprises a stirrer (20), wherein a fixed pulley (19) is installed on the stirrer (20), and a first steel wire rope is arranged on the third winch (4) and is connected with a lifting hook (13) through a fourth transition pulley (11) and the fixed pulley (19).
2. The mixing pile machine structure capable of limiting the height for operation according to claim 1, characterized in that: and a balancing weight is arranged on the portal frame (22).
3. The mixing pile machine structure capable of limiting the height for operation according to claim 1, characterized in that: the right end of the truss (16) is further hinged with an operation platform (14), and a steel wire rope is arranged on the second winch (6) and connected with the operation platform (14) after passing through the first transition pulley (5), the second transition pulley (7) and the third transition pulley (10).
4. The mixing pile machine structure capable of working at the limited height according to any one of claims 1-3, characterized in that: the stirrer (20) is connected with a pile frame (15), and a limiting cantilever beam (12) for the pile frame (15) to pass through is arranged at the upper right of the cantilever beam (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122276873.3U CN215715245U (en) | 2021-09-21 | 2021-09-21 | Stirring pile machine structure capable of limiting height for operation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122276873.3U CN215715245U (en) | 2021-09-21 | 2021-09-21 | Stirring pile machine structure capable of limiting height for operation |
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| Publication Number | Publication Date |
|---|---|
| CN215715245U true CN215715245U (en) | 2022-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122276873.3U Active CN215715245U (en) | 2021-09-21 | 2021-09-21 | Stirring pile machine structure capable of limiting height for operation |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116220070A (en) * | 2023-03-14 | 2023-06-06 | 中国十九冶集团有限公司 | Construction Method of Rectangular Anti-slide Pile |
-
2021
- 2021-09-21 CN CN202122276873.3U patent/CN215715245U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116220070A (en) * | 2023-03-14 | 2023-06-06 | 中国十九冶集团有限公司 | Construction Method of Rectangular Anti-slide Pile |
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