CN210737544U - Pile cleaning device - Google Patents
Pile cleaning device Download PDFInfo
- Publication number
- CN210737544U CN210737544U CN201921089014.XU CN201921089014U CN210737544U CN 210737544 U CN210737544 U CN 210737544U CN 201921089014 U CN201921089014 U CN 201921089014U CN 210737544 U CN210737544 U CN 210737544U
- Authority
- CN
- China
- Prior art keywords
- pile
- precast pile
- pipeline
- air compressor
- cleaning device
- 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.)
- Expired - Fee Related
Links
- 238000004140 cleaning Methods 0.000 title claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 21
- 239000011449 brick Substances 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 14
- 230000007613 environmental effect Effects 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 23
- 238000000034 method Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 5
- 239000010865 sewage Substances 0.000 description 5
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000027455 binding Effects 0.000 description 1
- 238000009739 binding Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a pile cleaning device, including air compressor, pipeline and flexible bag, air compressor passes through the pipeline inserts in the tube core of the precast pile who is located the soil body, flexible bag parcel is in the junction of pipeline and precast pile. The utility model discloses can clear away the earth in the tube core of precast pile before the precast pile is irritated the core, have energy saving and emission reduction, environmental protection and simple swift effect.
Description
Technical Field
The utility model relates to a construction technical field, in particular to clear stake device.
Background
At present, with the rapid development of urban modernization, building engineering is more and more, and the application of precast piles in the engineering is more and more, wherein a plurality of precast piles require core filling. Because the precast pile is pressed into the soil body for a few meters, soil enters the pipe core after the precast pile is pressed into the pipe core, and the core cannot be poured after the precast pile is dug out, the need of removing the soil in the pipe core of the precast pile is particularly important. The traditional pile cleaning method for the precast pile pressed into the soil body is that a water pump is used for pumping water, then the water is conveyed into a pipe core of the precast pile through a pipeline, and soil is flushed out of the pipe core at one point by taking water with certain pressure as a power source. The pile cleaning method is not only tedious, but also time-consuming and labor-consuming. Particularly, when water of the water pump is used for removing mud in the pipe core, the water and the mud are mixed to form a large amount of sewage or sludge which is directly discharged into the ground when rushing out of the pipe core, and secondary pollution is caused to the natural environment. And a large amount of water resources need to be prepared in advance, which causes waste of the water resources.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that, overcome above not enough, provide a clear stake device to clear away the earth in the tube core of precast pile before the precast pile is irritated the core, reach energy saving and emission reduction, environmental protection and simple swift effect.
In order to solve the technical problem, the utility model provides a clear stake device, including air compressor, pipeline and flexible bag, air compressor passes through the pipeline inserts in the tube core of the precast pile who is located the soil body, flexible bag parcel is in the junction of pipeline and precast pile.
Further, the utility model provides a clear stake device still includes the bed course of setting on the soil body, air compressor sets up on the bed course.
Further, the utility model provides a clear stake device, the bed course is sheet layer, brick layer or concrete layer.
Further, the utility model provides a clear stake device, air compressor sets up within the predetermined radius scope of precast pile.
Further, the utility model provides a clear stake device, the pipeline is the hose.
Further, the utility model provides a clear stake device, the hose is rubber tube or plastic tubing.
Further, the utility model provides a clear stake device, flexible bag is the winding ventilative cloth of multilayer parcel.
The utility model provides a pile cleaning device adopts the air of the predetermined pressure that air compressor provided as the power supply, through the pipe-line air of pipe core that inserts the precast pile, and the earth in the pipe core with the precast pile is ejecting. The waste of water resource use when traditional water is as the power supply can not produce, to the engineering construction of water resource facility when having avoided using water as the power supply, has the effect of reduce cost and water economy resource. The utility model discloses a flexible bag is collected ejecting earth, can not produce sewage or the mud that the mixture of water and earth formed, more needn't discharge sewage or mud to the ground in, has energy saving and emission reduction and environmental protection's effect. The utility model discloses a pile cleaning method needn't use and dispose the water resource, and the earth in the tube core of the ejecting precast pile of air that produces through air compressor has easy operation swift effect. The utility model discloses a clear stake device includes air compressor, pipeline and flexible bag, has simple structure's effect.
Drawings
Fig. 1 is a schematic structural diagram of a pile cleaning device according to an embodiment of the present invention.
Shown in the figure: 1. air compressor, 2, pipeline, 3, flexible bag, 4, bed course, 5, soil body, 6, precast pile.
Detailed Description
The following describes the pile cleaning device according to the present invention in detail with reference to the accompanying drawings and specific embodiments. The advantages and features of the present invention will become more fully apparent from the following description and appended claims. It is to be noted that the drawings are in a very simplified form and are not to be construed as precise ratios as are merely intended to facilitate and distinctly illustrate the embodiments of the present invention.
The embodiment provides a pile cleaning device, which comprises an air compressor 1, a pipeline 2 and a telescopic bag 3, wherein the air compressor 1 is inserted into a pipe core of a precast pile 6 in a soil body 5 through the pipeline 2, and the telescopic bag 3 is wrapped at the joint of the pipeline 2 and the precast pile 6. That is, one end of the pipe 2 is connected to the air compressor 1, the other end is inserted into the core of the precast pile 6, the upper port of the flexible bag 3 is formed on the pipe 2, and the lower port of the flexible bag 3 is formed on the precast pile 6. Wherein the precast pile 6 is pressed into the soil by means of a technique that is conventional in the art.
For convenience of construction, the soil body 5 is provided with a cushion layer 4. The cushion layer 4 can be a steel plate, a wood plate, a plastic plate or other plate layer, can also be a brick layer such as a red brick, a blue brick or a gray brick, and can also be a concrete layer. The air compressor 1 can be arranged on the cushion layer 4 to prevent the air compressor 1 from sinking into the soil 5 and facilitate the position adjustment of the air compressor 1 before, during and after use. Of course, the air compressor 1 may be disposed within a predetermined radius of the precast pile 6, may be disposed on the pad layer 4, or may be disposed at other positions. I.e. simply by placing the air compressor 1 at a distance from the pre-pile 6. The air compressor 1 is arranged within the preset radius range of the precast pile 6, and has the effect of facilitating the operation of construction operators.
In the pile cleaning device provided by this embodiment, the pipeline 2 may be a hard pipe formed by a plurality of straight-through and curved-through components, or a hose such as a rubber pipe or a plastic pipe, or a combination of a hose and a hard pipe, for example, a portion inserted into the precast pile 6 is a hard pipe, and the other portion is a hose. The present embodiment preferably uses rubber tubes, which have a certain elasticity and hardness, on the one hand the rubber tube has the function of toughness of changing the direction of the pipe, and on the other hand the rubber tube has the function of strength of inserting it into the precast pile 6.
In the pile cleaning device provided by this embodiment, the flexible bag 3 is a multi-layer wrapped and wound air-permeable cloth, and may also be a structure body formed of other materials and having an expansion space. The flexible bag 3 of this embodiment has inflation when letting in the air, contracts when not letting in the air and ventilative effect, can avoid the air pressure in the precast pile 6 too big, and the danger that breaks flexible bag 3 when earth in the cell spills over from the port of precast pile 6 takes place.
In the present embodiment, a pile cleaning method using the pile cleaning apparatus is used for cleaning soil in the pipe core of the precast pile 6 before the precast pile is grouted, and with the pile cleaning apparatus of the above embodiment, the air compressor 1 provides air with a predetermined pressure as a power source, the air with the predetermined pressure is input into the pipe core of the precast pile 6 through the pipeline 2, when the air input into the pipe core of the precast pile 6 reaches a certain pressure, the soil in the pipe core of the precast pile 6 is ejected out from the port of the precast pile 6, and the ejected soil is collected by the flexible bag 3.
In the pile cleaning method provided by the embodiment, when air with a preset pressure is input into the tube core of the precast pile 6 through the pipeline 2, the depth of the pipeline 2 inserted into the tube core of the precast pile 6 is adjusted, so that the deeper soil in the tube core of the precast pile 6 can be removed. It also has the function of adjusting the air pressure input by adjusting the pipe 2, so that the soil in the precast pile 6 can be ejected more prominently. At this moment, the last port of flexible bag 3 can adopt bindings such as iron wire, rope to fix, prevents that pipeline 2 from breaking away from precast pile 6 and pipeline 2's junction position in adjustment process flexible bag 3 to the earth that causes spills over wantonly and the defect of destruction of environment.
In order to provide a better cleaning effect of the soil in the precast pile 6, the pipe 2 is preferably inserted into the position below the bottom elevation in the core of the precast pile 6 according to the pile cleaning method provided by the embodiment.
The utility model provides a pile cleaning device and method adopts the air of the predetermined pressure that air compressor 1 provided as the power supply, through the 2 pipeline transport air of the pipe core that insert precast pile 6, ejecting with the earth of precast pile 6's pipe core. The waste of water resource use when traditional water is as the power supply can not produce, to the engineering construction of water resource facility when having avoided using water as the power supply, has the effect of reduce cost and water economy resource. The utility model discloses a flexible bag 3 collects ejecting earth, can not produce sewage or the mud that the mixture of water and earth formed, more needn't discharge sewage or mud to the ground in, has energy saving and emission reduction and environmental protection's effect. The utility model discloses a pile cleaning device and method needn't use and dispose the water resource, and the earth in the tube core of the ejecting precast pile 6 of air that produces through air compressor 1 has easy operation swift effect. The utility model discloses a clear stake device includes air compressor 1, pipeline 2 and flexible bag 3, has simple structure's effect.
The utility model discloses above-mentioned embodiment's clear stake device and method still has the effect of improving clear stake efficiency, can guarantee the quality of irritating the core. The speed is high, the time is saved, and the labor cost is saved.
It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (7)
1. The pile cleaning device is characterized by comprising an air compressor, a pipeline and a telescopic bag, wherein the air compressor is inserted into a pipe core of a precast pile located in the soil body through the pipeline, and the telescopic bag is wrapped at the joint of the pipeline and the precast pile.
2. The pile cleaning device according to claim 1, further comprising a bedding layer disposed on the soil body, wherein the air compressor is disposed on the bedding layer.
3. A pile cleaning device as claimed in claim 2, wherein the bedding layer is a slab layer, a brick layer or a concrete layer.
4. The pile cleaning apparatus of claim 1, wherein the air compressor is disposed within a predetermined radius of the precast pile.
5. The pile cleaning device according to claim 1, wherein the pipe is a hose.
6. The pile cleaning device according to claim 5, wherein the hose is a rubber tube or a plastic tube.
7. The pile cleaning device as claimed in claim 1, wherein the flexible bag is a multi-layer wrapping and winding breathable cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921089014.XU CN210737544U (en) | 2019-07-11 | 2019-07-11 | Pile cleaning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921089014.XU CN210737544U (en) | 2019-07-11 | 2019-07-11 | Pile cleaning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210737544U true CN210737544U (en) | 2020-06-12 |
Family
ID=70989016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921089014.XU Expired - Fee Related CN210737544U (en) | 2019-07-11 | 2019-07-11 | Pile cleaning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210737544U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306554A (en) * | 2019-07-11 | 2019-10-08 | 上海建工七建集团有限公司 | Clear stake device and method |
-
2019
- 2019-07-11 CN CN201921089014.XU patent/CN210737544U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306554A (en) * | 2019-07-11 | 2019-10-08 | 上海建工七建集团有限公司 | Clear stake device and method |
| CN110306554B (en) * | 2019-07-11 | 2024-05-10 | 上海建工七建集团有限公司 | Pile cleaning device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200612 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |