CN117027024A - Coastline underwater bearing platform construction device under complex construction environment - Google Patents
Coastline underwater bearing platform construction device under complex construction environment Download PDFInfo
- Publication number
- CN117027024A CN117027024A CN202311287501.8A CN202311287501A CN117027024A CN 117027024 A CN117027024 A CN 117027024A CN 202311287501 A CN202311287501 A CN 202311287501A CN 117027024 A CN117027024 A CN 117027024A
- Authority
- CN
- China
- Prior art keywords
- pile foundation
- bearing platform
- casing
- water stopping
- annular
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 51
- 230000007246 mechanism Effects 0.000 claims abstract description 49
- 238000007790 scraping Methods 0.000 claims abstract description 27
- 230000009471 action Effects 0.000 claims abstract description 11
- 239000002775 capsule Substances 0.000 claims description 52
- 239000007788 liquid Substances 0.000 claims description 19
- 239000010687 lubricating oil Substances 0.000 claims description 9
- 230000001174 ascending effect Effects 0.000 claims description 5
- 239000007921 spray Substances 0.000 claims description 5
- 230000007704 transition Effects 0.000 claims description 4
- 238000001125 extrusion Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 10
- 230000008569 process Effects 0.000 abstract description 10
- 239000002245 particle Substances 0.000 abstract description 8
- 238000005086 pumping Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 12
- 238000009434 installation Methods 0.000 description 9
- 238000007789 sealing Methods 0.000 description 6
- 238000005461 lubrication Methods 0.000 description 3
- 239000013535 sea water Substances 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000013618 particulate matter Substances 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/08—Removing obstacles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/66—Mould-pipes or other moulds
- E02D5/68—Mould-pipes or other moulds for making bulkheads or elements thereof
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a shoreline underwater bearing platform construction device under a complex construction environment, which comprises a pile foundation casing and a prefabricated bearing platform sleeve box, wherein the prefabricated bearing platform sleeve box is sleeved on the pile foundation casing, a mounting groove is reserved in the bottom plate of the prefabricated bearing platform sleeve box at the periphery of the pile foundation casing, and the mounting groove is of a ring-shaped structure; a water stopping mechanism is arranged in the mounting groove, and a wall scraping mechanism is movably arranged below the water stopping mechanism; according to the invention, the water stopping mechanism and the wall scraping mechanism are arranged before hoisting, and the wall scraping mechanism is used for scraping particles on the surface of the pile foundation pile casing during hoisting, so that the friction force between the pile foundation pile casing and the water stopping mechanism during working is reduced, the water stopping function is continuously realized in the hoisting process by matching with the water stopping mechanism, after the specified hoisting position is reached, the inside of the prefabricated pile cap sleeve always keeps a dry construction environment, water cannot be gushed in the prefabricated pile cap sleeve, and therefore, pumping action is not required, and the time and the pouring quality of subsequent concrete pouring are saved.
Description
Technical Field
The invention belongs to the technical field of bearing platform construction, and particularly relates to a shoreline underwater bearing platform construction device under a complex construction environment.
Background
Along with the acceleration of the urban process, the construction requirements of cross-sea bridges are continuously increased, and the construction technology of constructing a bearing platform underwater on a coastline under a complex construction environment is continuously broken through, wherein a water stopping process during construction of the underwater bearing platform is a core problem of the whole project, and the water stopping effect between a prefabricated bearing platform sleeve box and a pile foundation casing directly influences the quality and durability of bearing platform concrete pouring.
The water stopping process adopted in the construction of the underwater bearing platform at present mostly comprises the steps of sleeving a prefabricated bearing platform sleeve box on a pile foundation casing. Hoisting the prefabricated bearing platform sleeve box to a specified height, and sealing the gap between the pile foundation casing and the prefabricated bearing platform sleeve box through a water stopping process. Because a large amount of seawater is poured into the gaps between the pile foundation pile casing and the prefabricated bearing platform sleeve in the hoisting process, water pumping action is needed to ensure that dry construction operation conditions are formed when the bearing platform concrete is poured, but the time for waiting for the dry construction operation conditions is too long.
If the gap between the pile foundation pile casing and the prefabricated bearing platform sleeve box is sealed before hoisting, the surface of the pile foundation pile casing is buried under water, so that some particles are inevitably deposited on the surface of the pile foundation pile casing, and the existing flexible sealing capsule can rub with the particles on the surface of the pile foundation pile casing during hoisting, so that the pile foundation pile casing is easy to damage to cause flexible water stop failure.
Disclosure of Invention
The invention aims to provide a shoreline underwater bearing platform construction device under a complex construction environment, which solves the problems that when a gap between a pile foundation pile casing and a prefabricated bearing platform sleeve box is sealed before hoisting, as the pile foundation pile casing is buried under water, some particles are inevitably deposited on the surface of the pile foundation pile casing, and the existing flexible sealing capsule can rub with the particles on the surface of the pile foundation pile casing during hoisting, so that the flexible sealing capsule is easy to damage and cause flexible water stopping failure.
In order to achieve the above purpose, the invention adopts the following technical scheme:
the shoreline underwater bearing platform construction device under the complex construction environment comprises a pile foundation casing and a prefabricated bearing platform sleeve box, wherein the prefabricated bearing platform sleeve box is sleeved on the pile foundation casing, and a mounting groove is reserved in the bottom plate of the prefabricated bearing platform sleeve box at the periphery of the pile foundation casing and is of a ring-shaped structure;
a water stopping mechanism is arranged in the mounting groove, and a wall scraping mechanism is movably arranged below the water stopping mechanism; the wall scraping mechanism clears away the action to the pile foundation casing surface, drives the clearance between sealing pile foundation casing and the prefabricated cushion cap sleeve box of stagnant water mechanism simultaneously.
Preferably, the upper end and the lower end of the mounting groove are provided with step surfaces, and the diameter of the mounting groove is larger at two ends and smaller in the middle;
the water stopping mechanism comprises an elastic capsule which is arranged in a mounting groove and is matched with the shape of the mounting groove, annular limiting plates are detachably connected to the upper end face and the lower end face of the mounting groove, the outer diameter of the limiting plate positioned below is larger than that of the limiting plate positioned above, a limiting groove is formed in the limiting plate positioned below, and the bottom of the elastic capsule is filled in the limiting groove; the limiting plate is formed by splicing two halves and fixing the two halves through bolts;
the wall scraping mechanism is positioned in the limiting groove and seals the bottom of the elastic capsule.
Preferably, the wall scraping mechanism comprises an annular cutter, the annular cutter is fixedly arranged on an annular seat, the annular cutter is sleeved on the outer surface of the pile foundation casing, a bulge is arranged on the annular seat, a spiral groove is formed in the inner wall of the limiting groove, and the bulge is matched with the spiral groove; the annular cutter and the annular seat are formed by splicing two halves and fixing the two halves through bolts;
when the annular cutter moves upwards when meeting resistance, the annular seat and the bulge are in spiral ascending movement under the action of the matched spiral groove.
Preferably, the outer wall surface of the annular cutter forms an arc transition surface, and the wall thickness of the annular cutter gradually decreases from top to bottom; and a plurality of obliquely arranged scrapers are welded on the inner side surface of the annular cutter.
Preferably, a plurality of one-way liquid outlets are arranged in the intersection zone of the elastic capsule, the annular seat and the pile foundation casing, and one-way valves are arranged in the one-way liquid outlets; under the extrusion of the annular seat, the elastic capsule extrudes and sprays the liquid with pressure in the annular seat to the junction of the annular seat and the pile foundation casing.
Preferably, the pressurized liquid injected into the elastic capsule is lubricating oil.
A shoreline underwater bearing platform construction method under a complex construction environment uses the shoreline underwater bearing platform construction device under the complex construction environment.
The invention has the technical effects and advantages that: compared with the prior art, the shoreline underwater bearing platform construction device under the complex construction environment has the following advantages:
1. according to the invention, the water stopping mechanism and the wall scraping mechanism are arranged before hoisting, and the wall scraping mechanism is used for scraping particles on the surface of the pile foundation pile casing during hoisting, so that the friction force between the pile foundation pile casing and the water stopping mechanism during working is reduced, the water stopping function is continuously realized in the hoisting process by matching with the water stopping mechanism, after the specified hoisting position is reached, the inside of the prefabricated pile cap sleeve always keeps a dry construction environment, water cannot be gushed in the prefabricated pile cap sleeve, and therefore, pumping action is not required, and the time and the pouring quality of subsequent concrete pouring are saved.
2. According to the invention, a certain resistance is generated on the annular cutter by the particles encountered by the annular cutter, and in the whole downward moving process, seawater also generates a certain resistance and acts on the annular seat, so that the annular cutter and the annular seat move upwards to squeeze the elastic capsule after meeting the resistance, the upper and lower positions of the elastic capsule are limited by the limiting plate and the annular seat and can only be tightly pressed and deformed towards the pile foundation pile casing, the contact area between the annular cutter and the pile foundation pile casing is increased, and the water stopping effect is further enhanced. The wall scraping mechanism is matched with the stop mechanism to enhance the water stopping performance of the wall scraping mechanism, the inside of the prefabricated bearing platform sleeve box is always in a dry construction environment, bearing platform concrete pouring can be carried out after the installation of the specified position is completed, and the construction time is saved.
3. According to the invention, the elastic capsule is extruded when the annular seat is spirally lifted, and when the pressure in the elastic capsule exceeds the limit, a unidirectional liquid outlet can spray certain lubricating oil, so that on one hand, the pressure relief effect is realized, and the excessive pressure rupture and water stopping failure of the elastic capsule are prevented; on the other hand, because the unidirectional liquid outlet is just arranged on the junction zone of the elastic capsule, the annular seat and the pile foundation casing, the sprayed lubricating oil just lubricates the junction of the annular seat and the pile foundation casing, and the circumferential lubrication can be carried out along with the action of spiral ascending, the lubrication area is increased, the sliding friction force between the elastic capsule and the pile foundation casing is further reduced, the water stopping effect of the elastic capsule continuously acts, the dry construction environment inside the prefabricated bearing platform sleeve box is ensured, and the time is saved for subsequent construction.
Drawings
Fig. 1 is a schematic three-dimensional structure of a prefabricated bearing platform sleeve in an embodiment of the invention.
Fig. 2 is a schematic top view of a prefabricated platform kit according to an embodiment of the present invention.
FIG. 3 is a schematic cross-sectional view of A-A in FIG. 2 according to an embodiment of the present invention.
Fig. 4 is a three-dimensional schematic view of a wall scraping mechanism according to an embodiment of the invention.
Fig. 5 is a partially enlarged schematic view of fig. 3 at B.
Detailed Description
The following description of the technical solutions in the embodiments of the present invention will be clear and complete, and it is obvious that the described embodiments are only some embodiments of the present invention, but not all embodiments. The specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The invention provides a shoreline underwater bearing platform construction device in a complex construction environment as shown in fig. 1-5, which comprises a pile foundation casing 1 and a prefabricated bearing platform sleeve box 2, wherein the prefabricated bearing platform sleeve box 2 is sleeved on the pile foundation casing 1, a mounting groove 3 is reserved in the bottom plate of the prefabricated bearing platform sleeve box on the periphery of the pile foundation casing 1, and the mounting groove 3 is of a ring-shaped structure.
A water stopping mechanism 4 is arranged in the mounting groove 3, and a wall scraping mechanism 5 is movably arranged below the water stopping mechanism 4. The wall scraping mechanism 5 clears the outer surface of the pile foundation casing 1, and meanwhile, the water stopping mechanism 4 is driven to seal a gap between the pile foundation casing 1 and the prefabricated bearing platform sleeve box 2. According to the invention, the water stopping mechanism 4 and the wall scraping mechanism 5 are arranged before hoisting, and the wall scraping mechanism 5 is used for scraping particles on the surface of the pile foundation pile casing 1 during hoisting, so that the friction between the pile foundation pile casing 1 and the water stopping mechanism 4 during working is reduced, and the water stopping function is continuously realized in the hoisting process by matching with the water stopping mechanism 4. After reaching appointed hoisting position, the inside of prefabricated cushion cap pouring box 2 remains dry construction environment all the time, and the prefabricated cushion cap pouring box can not gush water in, consequently need not to carry out the action of drawing water again, has saved time and the pouring quality of follow-up concrete pouring.
Further, the upper end and the lower end of the mounting groove 3 are provided with step surfaces, and the diameter of the mounting groove 3 is larger at two ends and smaller in the middle.
The water stop mechanism 4 comprises an elastic capsule 41, the elastic capsule 41 is installed in the installation groove 3 and is matched with the installation groove 3 in shape, annular limiting plates 42 are fixed on the upper end face bolt or the lower end face bolt or the screw of the installation groove 3, the outer diameter of the limiting plate 42 located below is larger than that of the limiting plate 42 located above, a limiting groove 43 is formed in the limiting plate 42 located below, and the bottom of the elastic capsule 41 is filled in the limiting groove 43. The limiting plate 42 is formed by splicing two halves and fixing the two halves through bolts, so that the follow-up dismantling work is facilitated.
The wall scraping mechanism 5 is positioned in the limiting groove 43 to seal the bottom of the elastic capsule 41.
Further, the wall scraping mechanism 5 comprises an annular cutter 51, the annular cutter 51 is fixed on an annular seat 52 through bolts or screws, and the annular cutter 51 is sleeved on the outer surface of the pile foundation casing 1. The annular seat 52 is fixedly connected with a protrusion 53, the protrusion 53 is embedded with balls for reducing friction force with the spiral groove 54, the inner wall of the limit groove 43 is provided with the spiral groove 54, and the protrusion 53 is matched with the spiral groove 54. The annular cutter 51 and the annular seat 52 are formed by splicing two halves and fixing the two halves through bolts, so that the subsequent dismantling work is facilitated.
When the annular cutter 51 moves up against resistance, the annular seat 52 and the protrusion 53 are in spiral rising movement under the action of the matched spiral groove 54, and the annular seat 52, the protrusion 53 and the annular cutter 51 are in spiral rising movement.
In the invention, during installation, the formed elastic capsule 41 is firstly placed in the installation groove 3, and then two limiting plates 42 are respectively fixed on the upper surface and the lower surface of the prefabricated bearing platform sleeve box 2 through screws or bolts, so as to limit the elastic capsule 41. The lower limiting plate 42 has a larger size, and the limiting groove 43 is formed in the lower limiting plate, so that the annular seat 52 and the annular cutter 51 penetrate out of the limiting groove 43, and the annular cutter 51 extends out. And pressurized liquid or gas is input into the elastic capsule 41 through a liquid inlet pipe communicated with the elastic capsule 41, so that the elastic capsule 41 is expanded. Due to the limitation of the limiting plate 42 and the annular seat 52, the elastic capsule 41 firstly pushes the annular seat 52 to the bottommost part until the annular seat cannot be pushed, and then extends to the gap between the pile foundation casing and the prefabricated bearing platform sleeve 2 to form a primary sealing state. During hoisting, the annular cutter 51 is sleeved with the pile foundation casing 1 after being aligned, then the annular cutter 51 starts to descend under the dead weight of the prefabricated bearing platform sleeve box 2, the annular cutter 51 descends along the pile foundation casing 1 and shovels particulate matters on the surface of the pile foundation casing 1, the outer surface of the pile foundation casing 1 becomes smooth again, and friction between the elastic capsule 41 and the pile foundation casing 1 is reduced. Therefore, the elastic capsule 41 cannot be easily rubbed and damaged, and a lasting water stopping effect is maintained, so that the inside of the prefabricated bearing platform sleeve box 2 is always in a dry construction environment, bearing platform concrete pouring can be performed after the installation of the specified position is completed, and the construction time is saved.
The limiting groove 43 and the mounting groove 3 are communicated to form a larger L-shaped section, so that the deformation allowance of the elastic capsule 41 is increased.
The particulate matter encountered by the annular cutter 51 will cause a certain resistance thereto, and the seawater will also cause a certain resistance and act on the annular seat 52 during the entire downward movement. Therefore, the annular cutter 51 and the annular seat 52 can move upwards to squeeze the elastic capsule 41 after being blocked, the upper and lower positions of the elastic capsule 41 are limited by the limiting plate 42 and the annular seat 52 and can only be tightly deformed towards the pile foundation casing 1, so that the contact area with the pile foundation casing 1 is increased, and the water stopping effect is further enhanced. The wall scraping mechanism 5 is matched with the water stopping mechanism to enhance the water stopping performance of the wall scraping mechanism, the inside of the prefabricated bearing platform sleeve box 2 is always in a dry construction environment, bearing platform concrete pouring can be carried out after the installation of the specified position is completed, and the construction time is saved.
Because the bulge 53 on the annular seat 52 and the spiral groove 54 arranged in the limit groove 43 are matched with each other, the track of the annular cutter 51 and the annular seat 52 moves upwards under the action of resistance is spiral, and the spiral annular cutter 51 has a stronger shoveling effect on the particulate matters on the pile foundation casing 1.
If the resistance is lost or reduced, the elastic capsule 41 pushes the annular seat 52 and the annular cutter 51 to reset, and the process is repeated.
Further, the outer wall surface of the annular cutter 51 forms an arc transition surface 55, and the wall thickness of the annular cutter 51 gradually decreases from top to bottom.
A plurality of obliquely arranged scrapers 56 are welded on the inner side surface of the annular cutter 51. The scraper 56 that the slope set up can carry out the secondary and eradicate after annular cutter 51's edge of a knife eradicates to strengthen the eradicate effect on pile foundation pile casing 1 surface, make pile foundation pile casing 1 surface smoother, thereby reduce the resistance between elastic capsule 41 and the pile foundation pile casing 1, further guaranteed the stagnant water effect of elastic capsule 41, thereby make prefabricated cushion cap case 2 inside be in dry construction environment always, can carry out cushion cap concrete casting after reaching the assigned position installation, further saved the engineering time. The particulate matter scraped off by the annular cutter 51 can be guided to the outside by the arcuate transition surface 55.
Further, the pressurized liquid injected into the elastic capsule 41 is lubricating oil.
The intersection zone of the elastic capsule 41, the annular seat 52 and the pile foundation casing 1 is provided with a plurality of one-way liquid outlets 6, and one-way valves are arranged in the one-way liquid outlets 6. The elastic capsule 41 extrudes and sprays the liquid with pressure inside to the junction of the annular seat 52 and the pile casing 1 under the extrusion of the annular seat 52.
The elastic capsule 41 is extruded when the annular seat 52 is spirally lifted, and when the pressure inside the elastic capsule 41 exceeds the limit, the unidirectional liquid outlet 6 can spray a certain amount of lubricating oil. On the one hand, the pressure release effect is realized, the elastic capsule 41 is prevented from being broken due to overlarge pressure, and the water stop is invalid. On the other hand, because the unidirectional liquid outlet 6 is just in time arranged on the junction zone of the elastic capsule 41, the annular seat 52 and the pile foundation casing 1, the sprayed lubricating oil just in time lubricates the junction of the annular seat 52 and the pile foundation casing 1, and can circumferentially lubricate along with the action of spiral ascending, the lubrication area is increased, the sliding friction force between the elastic capsule 41 and the pile foundation casing 1 is further reduced, the water stopping effect of the elastic capsule 41 continuously acts, the dry construction environment inside the prefabricated bearing platform sleeve box 2 is ensured, and the time is saved for subsequent construction.
When the pressure of the lubricating oil in the elastic capsule 41 is insufficient, the lubricating oil can be replenished by a liquid supply pump (the replenishing is the prior art and will not be described in detail).
In the description of the present invention, it should be noted that the azimuth or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of description of the present invention and to simplify the description, rather than to indicate or imply that the apparatus or element in question must have a specific azimuth configuration and operation, and thus should not be construed as limiting the present invention. Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present invention, and 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 modifications may be made to the embodiments described above, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present invention.
Claims (6)
1. The utility model provides a coastline under complex construction environment cushion cap construction device under water, includes pile foundation pile casing (1) and prefabricated cushion cap sleeve (2), its characterized in that: the prefabricated bearing platform sleeve box (2) is sleeved on the pile foundation pile casing (1), a mounting groove (3) is reserved in the bottom plate of the prefabricated bearing platform sleeve box on the periphery of the pile foundation pile casing (1), and the mounting groove (3) is of a ring-shaped structure;
a water stopping mechanism (4) is arranged in the mounting groove (3), and a wall scraping mechanism (5) is movably arranged below the water stopping mechanism (4); the wall scraping mechanism (5) clears the outer surface of the pile foundation pile casing (1), and meanwhile, the water stopping mechanism (4) is driven to seal a gap between the pile foundation pile casing (1) and the prefabricated bearing platform sleeve box (2).
2. The shoreline underwater bearing platform construction device under a complex construction environment according to claim 1, wherein: the upper end and the lower end of the mounting groove (3) are provided with step surfaces, and the diameter of the mounting groove (3) is larger at two ends and smaller in the middle;
the water stopping mechanism (4) comprises an elastic capsule (41), the elastic capsule (41) is arranged in the mounting groove (3) and is matched with the shape of the mounting groove (3), annular limiting plates (42) are detachably connected to the upper end face and the lower end face of the mounting groove (3), the outer diameter of the limiting plate (42) positioned below is larger than that of the limiting plate (42) positioned above, a limiting groove (43) is formed in the limiting plate (42) positioned below, and the bottom of the elastic capsule (41) is filled in the limiting groove (43); the limiting plate (42) is formed by splicing two halves and fixing the two halves through bolts;
the wall scraping mechanism (5) is positioned in the limiting groove (43) and seals the bottom of the elastic capsule (41).
3. The shoreline underwater bearing platform construction device under a complex construction environment according to claim 1 or 2, wherein: the wall scraping mechanism (5) comprises an annular cutter (51), the annular cutter (51) is fixedly arranged on an annular seat (52), the annular cutter (51) is sleeved on the outer surface of the pile foundation pile casing (1), a bulge (53) is arranged on the annular seat (52), a spiral groove (54) is formed in the inner wall of the limiting groove (43), and the bulge (53) is matched with the spiral groove (54); the annular cutter (51) and the annular seat (52) are formed by splicing two halves and fixing the two halves through bolts;
when the annular cutter (51) moves upwards when meeting resistance, the annular seat (52) and the bulge (53) are in spiral ascending movement under the action of the matched spiral groove (54), and the annular seat (52), the bulge (53) and the annular cutter (51) are in spiral ascending movement.
4. A shoreline underwater cap construction apparatus under a complex construction environment according to claim 3, wherein: the outer wall surface of the annular cutter (51) forms an arc transition surface (55), and the wall thickness of the annular cutter (51) is gradually reduced from top to bottom;
a plurality of obliquely arranged scrapers (56) are welded on the inner side surface of the annular cutter (51).
5. A shoreline underwater cap construction apparatus under a complex construction environment according to claim 3, wherein: the intersection zone of the elastic capsule (41), the annular seat (52) and the pile foundation casing (1) is provided with a plurality of one-way liquid outlets (6), and one-way valves are arranged in the one-way liquid outlets (6); under the extrusion of the annular seat (52), the elastic capsule (41) extrudes and sprays the liquid with pressure inside to the junction of the annular seat (52) and the pile foundation casing (1).
6. The shoreline underwater bearing platform construction device under the complex construction environment according to claim 5, wherein: the pressurized liquid injected into the elastic capsule (41) is lubricating oil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311287501.8A CN117027024B (en) | 2023-10-08 | 2023-10-08 | Coastline underwater bearing platform construction device under complex construction environment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311287501.8A CN117027024B (en) | 2023-10-08 | 2023-10-08 | Coastline underwater bearing platform construction device under complex construction environment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117027024A true CN117027024A (en) | 2023-11-10 |
| CN117027024B CN117027024B (en) | 2024-02-06 |
Family
ID=88641460
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311287501.8A Active CN117027024B (en) | 2023-10-08 | 2023-10-08 | Coastline underwater bearing platform construction device under complex construction environment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117027024B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828521A (en) * | 2012-08-16 | 2012-12-19 | 中交第二航务工程局有限公司 | Underwater water-stopping method for precast pile caps |
| CN202787285U (en) * | 2012-08-16 | 2013-03-13 | 中交第二航务工程局有限公司 | Prefabricated cushion cap underwater waterstop device |
| CN104032770A (en) * | 2014-05-30 | 2014-09-10 | 广东省长大公路工程有限公司 | Water sealing device for underwater connection between precast bearing platform and cast-in place pile |
| WO2020138860A1 (en) * | 2018-12-27 | 2020-07-02 | (주)더브릿지 | Method for constructing annular foundation using variable cross-section rectangular pipes, and foundation thereof |
| CN112962652A (en) * | 2021-02-01 | 2021-06-15 | 中交二航局第二工程有限公司 | Prefabricated bearing platform water stop structure and method |
| CN215444043U (en) * | 2020-12-26 | 2022-01-07 | 贵州黔水科研试验测试检测工程有限公司 | Drilling sound wave test equipment |
| CN114086605A (en) * | 2022-01-21 | 2022-02-25 | 中国土木工程集团有限公司 | Integrated underwater bearing platform flexible water stop structure and construction method thereof |
-
2023
- 2023-10-08 CN CN202311287501.8A patent/CN117027024B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828521A (en) * | 2012-08-16 | 2012-12-19 | 中交第二航务工程局有限公司 | Underwater water-stopping method for precast pile caps |
| CN202787285U (en) * | 2012-08-16 | 2013-03-13 | 中交第二航务工程局有限公司 | Prefabricated cushion cap underwater waterstop device |
| CN104032770A (en) * | 2014-05-30 | 2014-09-10 | 广东省长大公路工程有限公司 | Water sealing device for underwater connection between precast bearing platform and cast-in place pile |
| WO2020138860A1 (en) * | 2018-12-27 | 2020-07-02 | (주)더브릿지 | Method for constructing annular foundation using variable cross-section rectangular pipes, and foundation thereof |
| CN215444043U (en) * | 2020-12-26 | 2022-01-07 | 贵州黔水科研试验测试检测工程有限公司 | Drilling sound wave test equipment |
| CN112962652A (en) * | 2021-02-01 | 2021-06-15 | 中交二航局第二工程有限公司 | Prefabricated bearing platform water stop structure and method |
| CN114086605A (en) * | 2022-01-21 | 2022-02-25 | 中国土木工程集团有限公司 | Integrated underwater bearing platform flexible water stop structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117027024B (en) | 2024-02-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110792873A (en) | Hydraulic speed reduction locking device of intelligent pipeline plugging robot | |
| CN117027024B (en) | Coastline underwater bearing platform construction device under complex construction environment | |
| CN112459072A (en) | Layered grouting device and application thereof | |
| CN107700472A (en) | The hydraulic ejection rubber water-proof joint case and its release method of construction of diaphragm wall | |
| CN106930246B (en) | Unpowered automatic water filling and draining counterweight gate | |
| JP4977529B2 (en) | Still water structure, temporary closing structure | |
| CN104896103A (en) | Oil sand separation groove shaft seal apparatus | |
| WO2019105110A1 (en) | Outer water seal for vertical jacking | |
| CN211816030U (en) | Water stop structure for expansion joint surface layer of hydraulic building | |
| CN213038326U (en) | Underwater water taking and draining port plugging device and plugging structure | |
| CN212429735U (en) | High-pressure plunger multiple sealing structure of plunger pump | |
| CN213541656U (en) | Underground water pipe with pressure release structure | |
| CN211948373U (en) | Prefabricated underground continuous wall joint structure | |
| CN2555288Y (en) | High efficiency slurry pouring pipe for foundation engineering | |
| CN112554238A (en) | Method for plugging and repairing deformation joint of underground structure | |
| CN111074848A (en) | Water stop structure for surface layer of expansion joint of hydraulic building and construction method thereof | |
| CN108625457B (en) | Pipeline construction method for sewage deep sea discharge engineering | |
| CN209760189U (en) | Silt-back prevention facility for drainage box culvert | |
| CN109235376B (en) | Flat plate type water filling valve for water stopping by reservoir pressure expansion | |
| CN113322959A (en) | Grouting pipe joint and pre-buried grouting pipe | |
| CN219140040U (en) | Vertical jacking steel pipe joint | |
| CN109083170A (en) | Assembled moving cofferdam | |
| CN218708827U (en) | Oil drainage stopping device for hydraulic jack | |
| CN214574069U (en) | Foundation pit dewatering well automatic plugging system based on BIM model optimization | |
| CN216895765U (en) | Sectional combination formula main shaft seal structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |