CN220486428U - Be used for hydraulic engineering to use quick water installation of pile extension - Google Patents
Be used for hydraulic engineering to use quick water installation of pile extension Download PDFInfo
- Publication number
- CN220486428U CN220486428U CN202321798857.3U CN202321798857U CN220486428U CN 220486428 U CN220486428 U CN 220486428U CN 202321798857 U CN202321798857 U CN 202321798857U CN 220486428 U CN220486428 U CN 220486428U
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- liquid
- pipe
- hydraulic engineering
- fluid
- pile extension
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 11
- 238000009434 installation Methods 0.000 title claims description 4
- 239000007788 liquid Substances 0.000 claims abstract description 64
- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000010865 sewage Substances 0.000 claims abstract description 13
- 238000005452 bending Methods 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010276 construction Methods 0.000 abstract description 7
- 238000001556 precipitation Methods 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 239000011435 rock Substances 0.000 abstract description 2
- 238000005086 pumping Methods 0.000 description 14
- 238000000034 method Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000007599 discharging Methods 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to the technical field of hydraulic engineering, in particular to a pile extension rapid water-reducing device for hydraulic engineering, which comprises a device support, wherein a wet foundation is arranged at the lower end of the device support, embedded bolts are arranged in the wet foundation in an embedded manner, and nuts are arranged on the embedded bolts. Through set up high-pressure sewage pump on crowded soil cylinder to set up cavity and drawing liquid hole on crowded soil pipe, set up the fluid-discharge tube structure that has the fluid-discharge head on high-pressure sewage pump simultaneously, realize crowding soil on one side to form the stake hole to wet foundation, carry out comprehensive high pressure to the liquid quicksand that produces simultaneously and take away the precipitation, improved hydraulic engineering bored concrete pile construction and used the efficiency of taking out quicksand precipitation device to taking out the quicksand precipitation, through set up the slip ring structure between crowded soil cylinder outer wall and the outer wall of fluid-discharge tube, and set up the reinforcement rib structure at the bending position of fluid-discharge tube, avoid the fluid-discharge tube to rock, improved the overall structure steadiness of fluid-discharge tube greatly.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, in particular to a pile extension rapid water-lowering device for hydraulic engineering.
Background
The construction of the filling pile of the hydraulic engineering is to form a pile hole in wet foundation soil through the soil squeezing of a steel pipe on the engineering site, then place a reinforcement cage in the pile hole, fill concrete and finally make a pile body.
In the process of squeezing the wet foundation steel pipe, liquid quicksand phenomenon exists, so that the liquid quicksand needs to be pumped away, normal operation of the steel pipe squeezing is ensured, and a quicksand pumping and dewatering device needs to be used.
At present, the current hydraulic engineering bored concrete pile construction is with taking out quicksand precipitation device, and it is lower to the efficiency that takes out quicksand precipitation.
The above problems are widespread and improvements are urgently needed.
Disclosure of Invention
The utility model aims to provide a pile extension rapid water-reducing device for hydraulic engineering, which is used for solving the problem that the efficiency of a pumping sand water-reducing device for hydraulic engineering filling pile construction in the prior art is lower.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a be used for hydraulic engineering to use quick water installation of pile extension, includes the device support, the lower extreme of device support is equipped with wet foundation, pre-buried being provided with the pre-buried bolt in the wet foundation, be equipped with the nut on the pre-buried bolt.
Preferably, the device support is provided with a soil squeezing cylinder, a mounting plate is arranged on a telescopic rod of the soil squeezing cylinder, a high-pressure sewage pump is arranged on the mounting plate, a liquid suction pipe and a liquid discharge pipe are arranged on the high-pressure sewage pump, and the lower end of the liquid suction pipe is connected with the soil squeezing pipe.
Preferably, a hollow cavity is arranged in the soil squeezing pipe, a liquid pumping hole is formed in the outer side wall of the soil squeezing pipe, and the liquid pumping pipe, the hollow cavity and the liquid pumping hole are communicated.
Preferably, the device bracket is provided with a guide hole, and the liquid discharge pipe is in sliding sleeve joint with the guide hole.
Preferably, the liquid discharge pipe is provided with a liquid discharge head, the outer wall of the liquid discharge pipe is provided with a slip guide ring, and the slip guide ring is in slip connection with the outer wall of the soil squeezing cylinder.
Preferably, the bending part of the liquid discharge pipe is provided with a reinforcing rib, and the reinforcing rib is of a triangular structure.
Preferably, the slip ring is provided with a slip port, and the top cross section of the slip port and the soil squeezing cylinder is of a rectangular structure.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the soil squeezing cylinder is provided with the high-pressure sewage pump, the soil squeezing pipe is provided with the hollow cavity and the liquid pumping hole, and meanwhile, the high-pressure sewage pump is provided with the liquid discharging pipe structure with the liquid discharging head, so that one side of the wet foundation is squeezed to form the pile hole, and meanwhile, the produced liquid quicksand is comprehensively pumped away under high pressure to reduce the water, so that the efficiency of the quicksand pumping and dewatering device for the construction of the hydraulic engineering filling pile is improved.
2. According to the utility model, the slip guide ring structure is arranged between the outer wall of the soil squeezing cylinder and the outer wall of the liquid discharge pipe, and the reinforcing rib structure is arranged at the bending part of the liquid discharge pipe, so that the liquid discharge pipe is prevented from shaking, and the stability of the whole structure of the liquid discharge pipe is greatly improved.
Drawings
FIG. 1 is an elevational cross-sectional view of the overall structure of the present utility model;
FIG. 2 is a schematic perspective view of the soil compacting tube of FIG. 1 according to the present utility model;
fig. 3 is an enlarged view of the utility model at Y in fig. 1.
In the figure: 1 wet foundation, 11 embedded bolts, 12 nuts, 2 device brackets, 21 guide holes, 3 soil squeezing cylinders, 31 mounting plates, 4 high-pressure sewage pumps, 41 liquid pumping pipes, 5 soil squeezing pipes, 50 hollow cavities, 51 liquid pumping holes, 6 liquid draining pipes, 61 liquid draining heads, 7 slip guiding rings, 71 sliding ports and 8 reinforcing ribs.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
Referring to fig. 1 to 3, a pile extension quick water-lowering device for hydraulic engineering in the drawings comprises a device support 2, wherein a wet foundation 1 is arranged at the lower end of the device support 2, embedded bolts 11 are embedded in the wet foundation 1, nuts 12 are arranged on the embedded bolts 11, and the device support 2 can be stably installed on the wet foundation 1.
The device is characterized in that the device support 2 is provided with the soil squeezing air cylinder 3, the telescopic rod of the soil squeezing air cylinder 3 is provided with the mounting plate 31, the mounting plate 31 is provided with the high-pressure sewage pump 4, the high-pressure sewage pump 4 is provided with the liquid suction pipe 41 and the liquid discharge pipe 6, the lower end of the liquid suction pipe 41 is connected with the soil squeezing pipe 5, and the efficiency of the pumping sand and dewatering device for hydraulic engineering filling pile construction on pumping sand and dewatering is improved.
The soil squeezing pipe 5 is internally provided with a hollow cavity 50, the outer side wall of the soil squeezing pipe 5 is provided with a liquid pumping hole 51, and the liquid pumping pipe 41, the hollow cavity 50 and the liquid pumping hole 51 are communicated, so that liquid quicksand generated in the pile hole is comprehensively and quickly pumped away to reduce water.
The device bracket 2 is provided with a guide hole 21, and the liquid discharge pipe 6 is in sliding sleeve joint with the guide hole 21, so that stable guiding sliding between the liquid discharge pipe 6 and the device bracket 2 is realized.
The liquid discharge pipe 6 is provided with the liquid discharge head 61, the outer wall of the liquid discharge pipe 6 is provided with the guide slip ring 7, the guide slip ring 7 is in slip connection with the outer wall of the soil squeezing cylinder 3, and the liquid discharge head 61 has an integral diffusion structure, so that the liquid discharge efficiency of liquid quicksand is further improved.
The bending part of the liquid discharge pipe 6 is provided with the reinforcing rib 8, the reinforcing rib 8 is of a triangular structure, the reinforcing rib 8 is made of hard alloy steel, the strength is high, deformation is avoided, the stability of the triangular structure is high, and the stability of the whole structure of the liquid discharge pipe 6 is improved.
The slide opening 71 is formed in the slide guiding ring 7, the overlooking cross section of the slide opening 71 and the soil squeezing cylinder 3 is of a rectangular structure, and the effect of stable sliding of the liquid discharge pipe 6 in vertical guide is achieved.
When used in this embodiment: the soil squeezing cylinder 3 and the high-pressure sewage pump 4 are started, the telescopic rod of the soil squeezing cylinder 3 moves downwards to drive the soil squeezing pipe 5 to move downwards and insert into the wet foundation 1 to form a pile hole, liquid quicksand can be generated in the pile hole at the moment, the started high-pressure sewage pump 4 can form high-pressure suction force in each liquid suction hole 51, the generated liquid quicksand can be comprehensively pumped out to remove water at high pressure, after the liquid quicksand enters the hollow cavity 50, the liquid quicksand is discharged through the liquid suction pipe 41 and the liquid discharge pipe 6, and finally the liquid quicksand is discharged through the liquid discharge head 61, so that the efficiency of the pumping-quicksand dewatering device for hydraulic engineering filling pile construction on pumping-quicksand dewatering is improved.
In addition, through setting up the structure of leading sliding ring 7 between the outer wall of crowded soil cylinder 3 and the outer wall of fluid-discharge tube 6 to set up the reinforcement rib 8 structure in the bending position of fluid-discharge tube 6, avoid fluid-discharge tube 6 to rock, improved the overall structure steadiness of fluid-discharge tube 6 greatly.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. Be used for hydraulic engineering to use quick water installation of pile extension, its characterized in that includes:
device support (2), the lower extreme of device support (2) is equipped with wet foundation (1), pre-buried being provided with buried bolt (11) in wet foundation (1), be equipped with nut (12) on buried bolt (11), be equipped with on device support (2) crowded native cylinder (3), be equipped with mounting panel (31) on the telescopic link of crowded native cylinder (3), be equipped with high-pressure sewage pump (4) on mounting panel (31), be equipped with drawing liquid pipe (41) and fluid-discharge tube (6) on high-pressure sewage pump (4), the lower extreme of drawing liquid pipe (41) is connected with crowded native pipe (5), be equipped with cavity (50) in crowded native pipe (5), liquid drawing hole (51) have been seted up on the lateral wall of crowded native pipe (5), drawing liquid pipe (41), cavity (50), liquid drawing hole (51) intercommunication.
2. The pile extension rapid water lowering device for hydraulic engineering according to claim 1, wherein: the device bracket (2) is provided with a guide hole (21), and the liquid discharge pipe (6) is in sliding sleeve joint with the guide hole (21).
3. The pile extension rapid water lowering device for hydraulic engineering according to claim 1, wherein: the soil squeezing device is characterized in that a liquid draining head (61) is arranged on the liquid draining pipe (6), a slip guiding ring (7) is arranged on the outer wall of the liquid draining pipe (6), and the slip guiding ring (7) is in sliding connection with the outer wall of the soil squeezing air cylinder (3).
4. The pile extension rapid water lowering device for hydraulic engineering according to claim 1, wherein: the bending part of the liquid discharge pipe (6) is provided with a reinforcing rib (8), and the reinforcing rib (8) is of a triangular structure.
5. A pile extension rapid water lowering apparatus for hydraulic engineering according to claim 3, wherein: a sliding opening (71) is formed in the slip guide ring (7), and the sliding opening (71) and the soil squeezing cylinder (3) are of rectangular cross sections in overlook view.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321798857.3U CN220486428U (en) | 2023-07-10 | 2023-07-10 | Be used for hydraulic engineering to use quick water installation of pile extension |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321798857.3U CN220486428U (en) | 2023-07-10 | 2023-07-10 | Be used for hydraulic engineering to use quick water installation of pile extension |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220486428U true CN220486428U (en) | 2024-02-13 |
Family
ID=89832528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321798857.3U Active CN220486428U (en) | 2023-07-10 | 2023-07-10 | Be used for hydraulic engineering to use quick water installation of pile extension |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220486428U (en) |
-
2023
- 2023-07-10 CN CN202321798857.3U patent/CN220486428U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |