CN209923907U - Soft soil foundation's quick drainage consolidation structure - Google Patents
Soft soil foundation's quick drainage consolidation structure Download PDFInfo
- Publication number
- CN209923907U CN209923907U CN201920353713.4U CN201920353713U CN209923907U CN 209923907 U CN209923907 U CN 209923907U CN 201920353713 U CN201920353713 U CN 201920353713U CN 209923907 U CN209923907 U CN 209923907U
- Authority
- CN
- China
- Prior art keywords
- soft soil
- sieve tube
- vertical sieve
- soil foundation
- vertical screen
- 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
- 239000002689 soil Substances 0.000 title claims abstract description 36
- 238000007596 consolidation process Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 28
- 239000012528 membrane Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 210000001503 joint Anatomy 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a soft soil foundation reinforcement engineering technical field, more specifically say, it relates to a soft soil foundation's quick drainage consolidation structure, including the vertical screen pipe that is used for burying the soft soil layer of pending, vertical screen pipe inside rotates and is connected with the helical blade who arranges along the axis direction of vertical screen pipe, the one end of helical blade is located the bottom of vertical screen pipe, and the other end is located the top of vertical screen pipe, the helical blade with the inside wall of vertical screen pipe seals the butt, the top of vertical screen pipe communicates there is the vacuum pump, the upper end of vertical screen pipe communicates there is the outlet pipe; the spiral blade driving device further comprises a driving piece for driving the spiral blade to rotate. The utility model provides the high drainage consolidation speed of soft soil foundation, and then deepened the effective consolidated degree of depth of soft soil foundation.
Description
Technical Field
The utility model relates to a soft soil foundation consolidates engineering technical field, especially relates to a soft soil foundation's quick drainage concreties structure.
Background
For soft soil foundation, when reinforcing treatment is carried out by adopting methods such as vacuum preloading or surcharge preloading, a vertical sand well or a drainage plate is generally arranged in the soft soil foundation to be used as a drainage channel, drainage consolidation occurs under the self-weight load or vacuum load preloading of surcharge materials, pore water pressure is slowly dissipated, effective stress is slowly increased, foundation strength is gradually increased, and most of foundation consolidation settlement is eliminated in a construction period, so that the bearing capacity of the soft soil foundation is improved.
However, in the existing vacuum preloading construction method, because the drainage structure is unreasonable, the negative pressure transmission is rapidly reduced by water pressure, so that the drainage speed of the soft soil foundation is slow, and the effective reinforcement depth of the soft soil foundation is shallow.
Disclosure of Invention
The utility model aims at the not enough of above-mentioned prior art, the utility model aims at providing a soft soil foundation's quick drainage concreties structure to improve the drainage consolidation speed of soft soil foundation, and then deepen the effective consolidated degree of depth of soft soil foundation.
The above technical purpose of the present invention can be achieved by the following technical solutions: a quick drainage consolidation structure of a soft soil foundation comprises a vertical sieve tube used for embedding a soft soil layer to be treated, wherein a helical blade is rotatably connected inside the vertical sieve tube and arranged along the axis direction of the vertical sieve tube, one end of the helical blade is positioned at the bottom end of the vertical sieve tube, the other end of the helical blade is positioned at the top end of the vertical sieve tube, the helical blade is in sealed butt joint with the inner side wall of the vertical sieve tube, the top end of the vertical sieve tube is communicated with a vacuum pump, and the upper end of the vertical sieve tube is communicated with a water outlet pipe; the spiral blade driving device further comprises a driving piece for driving the spiral blade to rotate.
Further, the outer wall of the vertical sieve tube is wrapped with a permeable filter membrane.
Further, the driving member is a motor.
Furthermore, the water outlet pipe is communicated with a water suction pump.
Further, the vertical sieve tube is a stainless steel tube.
The utility model has the advantages that: after the vertical sieve tube is buried in the soft soil layer to be treated, the vacuum pump extracts air inside the vertical sieve tube, so that the soft soil layer to be treated is subjected to drainage consolidation under vacuum load prepressing, the produced water enters the inside of the vertical sieve tube through sieve pores of the vertical sieve tube, when the entering water level rises, the vacuum pump stops working when the negative pressure transmission is reduced, then the driving piece drives the helical blade to rotate, so that the water flow is axially pushed by the helical blade, the water flow is discharged from the top end of the vertical sieve tube through the water outlet pipe, so that the water level in the vertical sieve tube is reduced, then the vacuum pump continues to operate, the effect of negative pressure transmission is ensured, the drainage consolidation speed of the soft soil foundation is improved, and further the effective consolidation depth of.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for the embodiments or the prior art descriptions will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without inventive labor.
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Reference numerals: 1. a vertical sieve tube; 2. a helical blade; 3. a water outlet pipe; 4. a water pump; 5. and (5) treating the soft soil layer.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly or indirectly connected to the other element.
It will be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship indicated in the drawings for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
A quick drainage consolidation structure of a soft soil foundation is disclosed, and referring to fig. 1, the quick drainage consolidation structure comprises a vertical sieve tube 1 for embedding a soft soil layer 5 to be treated, wherein the inside of the vertical sieve tube 1 is rotatably connected with a helical blade 2 arranged along the axis direction of the vertical sieve tube 1, one end of the helical blade 2 is positioned at the bottom end of the vertical sieve tube 1, the other end of the helical blade 2 is positioned at the top end of the vertical sieve tube 1, the helical blade 2 is in sealed butt joint with the inner side wall of the vertical sieve tube 1, the top end of the vertical sieve tube 1 is communicated with a vacuum pump (not shown in the figure), and the upper; and a driving member (not shown) for driving the helical blade 2 to rotate.
After the vertical sieve tube 1 is buried into the soft soil layer 5 to be treated, the vacuum pump extracts air inside the vertical sieve tube 1, so that the soft soil layer 5 to be treated is subjected to drainage consolidation under vacuum load prepressing, the produced water enters the inside of the vertical sieve tube 1 through sieve pores of the vertical sieve tube 1, when the entering water level rises, the negative pressure transmission is decreased gradually, the vacuum pump stops working, then the driving piece drives the spiral blade 2 to rotate, so that water flow is axially pushed by the spiral blade 2, the water flow is discharged from the top end of the vertical sieve tube 1 through the water outlet pipe 3, the water level in the vertical sieve tube 1 is reduced, then the vacuum pump continues to operate, the effect of negative pressure transmission is ensured, the drainage consolidation speed of the soft soil foundation is improved, and the depth of effective reinforcement of the soft.
Specifically, the outer wall of the vertical sieve tube 1 is wrapped with a permeable filter membrane (not shown in the figure). The filter membrane that permeates water can prevent effectively that the soil infiltration of pending soft soil layer 5 from inside vertical screen pipe 1, reduces the condition of blockking vertical screen pipe 1.
Specifically, the driving member is a motor.
Specifically, the water outlet pipe 3 is communicated with a water suction pump 4. The water suction pump 4 can accelerate the discharge speed of water flow and improve the water suction efficiency.
Specifically, the vertical sieve tube 1 is a stainless steel tube. The stainless steel pipe enables the service life of the sieve tube to be longer.
The above embodiments are merely illustrative of the present invention, and are not intended to limit the present invention, and those skilled in the art can make modifications of the present embodiments without inventive contribution as required after reading the present specification, but all the embodiments are protected by patent law within the scope of the present invention.
Claims (5)
1. The utility model provides a soft soil foundation's quick drainage concreties and constructs, characterized by: the device comprises a vertical sieve tube used for embedding a soft soil layer to be treated, wherein a helical blade arranged along the axis direction of the vertical sieve tube is rotatably connected inside the vertical sieve tube, one end of the helical blade is positioned at the bottom end of the vertical sieve tube, the other end of the helical blade is positioned at the top end of the vertical sieve tube, the helical blade is in sealed butt joint with the inner side wall of the vertical sieve tube, the top end of the vertical sieve tube is communicated with a vacuum pump, and the upper end of the vertical sieve tube is communicated with a water outlet pipe; the spiral blade driving device further comprises a driving piece for driving the spiral blade to rotate.
2. The fast drainage consolidation structure of a soft soil foundation of claim 1, characterized by: the outer wall of the vertical sieve tube is coated with a permeable filter membrane.
3. The fast drainage consolidation structure of a soft soil foundation of claim 1, characterized by: the driving piece is a motor.
4. The fast drainage consolidation structure of a soft soil foundation of claim 1, characterized by: the water outlet pipe is communicated with a water suction pump.
5. The fast drainage consolidation structure of a soft soil foundation of claim 1, characterized by: the vertical sieve tube is a stainless steel tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353713.4U CN209923907U (en) | 2019-03-19 | 2019-03-19 | Soft soil foundation's quick drainage consolidation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920353713.4U CN209923907U (en) | 2019-03-19 | 2019-03-19 | Soft soil foundation's quick drainage consolidation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209923907U true CN209923907U (en) | 2020-01-10 |
Family
ID=69070822
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920353713.4U Expired - Fee Related CN209923907U (en) | 2019-03-19 | 2019-03-19 | Soft soil foundation's quick drainage consolidation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209923907U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376540A (en) * | 2020-11-03 | 2021-02-19 | 中交四航工程研究院有限公司 | Vibroflotation reverse circulation replacement foundation treatment method |
| CN112982365A (en) * | 2021-02-23 | 2021-06-18 | 浙江工业大学 | Wind energy power supply screw type underwater vacuum pre-pressing equipment |
| CN114232595A (en) * | 2021-12-22 | 2022-03-25 | 浙江大学 | PVD drainage system and method thereof |
-
2019
- 2019-03-19 CN CN201920353713.4U patent/CN209923907U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376540A (en) * | 2020-11-03 | 2021-02-19 | 中交四航工程研究院有限公司 | Vibroflotation reverse circulation replacement foundation treatment method |
| CN112982365A (en) * | 2021-02-23 | 2021-06-18 | 浙江工业大学 | Wind energy power supply screw type underwater vacuum pre-pressing equipment |
| CN112982365B (en) * | 2021-02-23 | 2023-01-10 | 浙江工业大学 | Wind energy power supply screw type underwater vacuum pre-pressing equipment |
| CN114232595A (en) * | 2021-12-22 | 2022-03-25 | 浙江大学 | PVD drainage system and method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200110 |