CN217442635U - Temporary tide testing well with wave dissipation device - Google Patents
Temporary tide testing well with wave dissipation device Download PDFInfo
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- CN217442635U CN217442635U CN202222088556.3U CN202222088556U CN217442635U CN 217442635 U CN217442635 U CN 217442635U CN 202222088556 U CN202222088556 U CN 202222088556U CN 217442635 U CN217442635 U CN 217442635U
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Abstract
The utility model relates to a test tidal well temporarily with unrestrained device disappears, including testing the tidal well body, it is equipped with a plurality of last inlet holes that the circumference distributes in proper order to test tidal well body lateral wall lower extreme from the top down, inlet opening and mud discharge hole down, it has laid a plurality of buried bolts in last inlet opening top circumference on the tidal well body inner wall to test, it is equipped with the unrestrained section of thick bamboo that disappears to test this internal being equipped with of tidal well, the unrestrained section of thick bamboo top that disappears is equipped with the panel that permeates water, the circumference is equipped with a plurality of first hole of crossing on the panel that permeates water, the panel bottom that permeates water is equipped with annular gird in the unrestrained section of thick bamboo periphery that disappears, annular gird portion corresponds the buried bolt circumference and is equipped with a plurality of guide slot, the guide slot of annular gird clamps on the buried bolt that corresponds, the unrestrained section of thick bamboo bottom that disappears is equipped with the bottom plate, the bottom plate is equipped with central through-hole, circumference equipartition has a plurality of second to cross the water hole on the unrestrained section of thick bamboo lateral wall that disappears. The utility model has good wave eliminating effect, no need of personnel to enter the tide-testing well body during installation, and the ground can realize hoisting operation; the embedded bolts are clamped in the guide grooves, so that the installation is convenient and rapid.
Description
Technical Field
The utility model relates to a test tidal well's field, especially relate to a test tidal well temporarily with unrestrained device disappears.
Background
The tidal level forecast is an important factor of marine guarantee, the change of the coastal tidal level is directly related to the aspects of ports for ships to enter and exit, marine and coastal engineering design, prediction of storm tides, tidal power generation and the like, the loss of the tidal change to fishery can be reduced, the disaster prevention and reduction environment can be repaired, and the navigation safety of fishery ships can be ensured.
The tide gauge well is a fixed and reliable facility for providing long-term fixed-point tide gauge. The wave elimination performance is generally used as the standard for measuring the quality of the tidal bore. The existing tidal observation well has poor wave eliminating function, and a tide self-recording curve has wide strip-shaped records, so that the observed tidal level value is inaccurate, and difficulty is brought to data arrangement.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving prior art not enough, and provide a interim tidal bore of testing with unrestrained device disappears.
The utility model discloses a realize above-mentioned purpose, adopt following technical scheme:
the utility model provides a test tidal well temporarily with unrestrained device, including testing the tidal well body, it is equipped with a plurality of last water inlet holes that the circumference distributes in proper order to test tidal well body lateral wall lower extreme from the top down, inlet opening and mud discharge hole down, it has laid a plurality of pre-buried bolts at last inlet opening top circumference on the tidal well body inner wall to test, it is equipped with the unrestrained section of thick bamboo that disappears to test this internal unrestrained section of thick bamboo that disappears, the unrestrained section of thick bamboo top that disappears is equipped with the panel that permeates water, the circumference is equipped with a plurality of first hole of crossing on the panel that permeates water, the panel bottom that permeates water is equipped with annular collar tie beam in the unrestrained section of thick bamboo periphery that disappears, annular collar tie beam bottom corresponds pre-buried bolt circumference and is equipped with a plurality of guide slot, the guide slot of annular collar tie beam clamps on the pre-buried bolt that corresponds, the unrestrained section of thick bamboo bottom that disappears is equipped with the bottom plate, the bottom plate intermediate position is equipped with central through hole, the circumference equipartition has a plurality of crossing the water hole of a plurality of second on the unrestrained section of pipe lateral wall that disappears.
The lower extreme is equipped with wide toper inner tube down narrow in the unrestrained section of thick bamboo that disappears, and toper inner tube top is fixed on unrestrained section of thick bamboo inner wall that disappears and the bottom is fixed on the outer edge of the central through-hole of bottom plate, is equipped with a plurality of third on the toper inner tube lateral wall and crosses the water hole, and the cavity circumference that corresponds formation between unrestrained section of thick bamboo inner wall and the toper inner tube outer wall that disappears on the bottom plate is equipped with a plurality of fourth and crosses the water hole.
The inner wall of the wave dissipation cylinder is provided with a horizontal clapboard, and the horizontal clapboard is provided with a plurality of fifth water through holes.
Two stainless steel rib plates are symmetrically arranged at the bottom of the annular ring beam on two sides of each guide groove.
The stainless steel reinforced plate is in a trapezoidal structure with a wide upper part and a narrow lower part.
The annular ring beam comprises a horizontal annular plate fixed at the bottom of the water permeable panel and a vertical annular plate arranged on the outer ring of the bottom of the horizontal annular plate, and the guide groove is arranged on the vertical annular plate.
The lower end of the wave dissipation cylinder is of a conical structure with a wide upper part and a narrow lower part.
The outer diameter of the tide checking well body is 1200mm, and the inner diameter of the tide checking well body is 900 mm; the vertical distance between the upper water inlet hole and the lower water inlet hole is 1000 mm.
The diameter of the water permeable panel is 860mm, the outer diameter of the straight cylinder section at the upper part of the wave dissipation cylinder is 636mm, and the outer diameter of the bottom of the conical cylinder section at the lower part is 525 mm.
The utility model has the advantages that: the utility model discloses it is equipped with a unrestrained section of thick bamboo that disappears to test this internal being equipped with of tide well, is equipped with the toper inner tube in the unrestrained section of thick bamboo that disappears, can play fine unrestrained effect that disappears through each hole of crossing, and is rational in infrastructure, and manufacturing is convenient, and equipment investment saves, need not special large-scale special equipment installation, need not during the installation personnel to get into and test in the tide well body, and the ground can realize the hoist and mount operation; through pre-buried bolt card dress in the guide slot can, simple to operate is swift, and later stage uses the maintenance easy and simple to handle, adapts to different depth of water tide levels, and the range of application is wide, material saving and man-hour, reduce cost.
Drawings
Fig. 1 is an elevation view of the present invention;
FIG. 2 is a cross-sectional view of the present invention;
FIG. 3 is a schematic view of a wave dissipating structure inside the tide verifying well body;
FIG. 4 is a schematic view of a guide groove and a stainless steel rib plate on an annular ring beam;
FIG. 5 is a layout of the water permeable panels and the tidal bore body;
in the figure: 1-a tide-testing well body; 2-an upper water inlet hole; 3-lower water inlet hole; 4-mud discharging holes; 5, embedding bolts; 6-wave eliminating cylinder; 7-a water permeable panel; 8-a first water through hole; 9-ring beam; 10-a guide groove; 11-a base plate; 12-a central through hole; 13-a second water through hole; 14-a conical inner cylinder; 15-a third water through hole; 16-a fourth water through hole; 17-a horizontal partition; 18-a fifth water through hole; 19-stainless steel rib plate;
the following detailed description will be made in conjunction with embodiments of the present invention with reference to the accompanying drawings.
Detailed Description
The invention will be further explained with reference to the following figures and examples:
as shown in figures 1 to 5, the temporary tide-checking well with the wave-eliminating device comprises a tide-checking well body 1, a plurality of upper water inlet holes 2 distributed circumferentially are sequentially arranged at the lower end of the side wall of the tide-checking well body 1 from top to bottom, lower inlet opening 3 and mud discharge hole 4, it has laid a plurality of buried bolt 5 in last inlet opening 2 top circumference on the 1 inner wall of tide well body to test, it is equipped with unrestrained section of thick bamboo 6 to test in the tide well body 1, unrestrained section of thick bamboo 6 top that disappears is equipped with panel 7 that permeates water, it is equipped with a plurality of first water holes 8 to permeate water the circumference on panel 7, it is equipped with annular gird 9 at unrestrained section of thick bamboo 6 periphery that disappears to permeate water panel 7 bottom, annular gird 9 bottom corresponds buried bolt 5 circumference and is equipped with a plurality of guide slot 10, the guide slot 10 of annular gird 9 clamps on the buried bolt 5 that corresponds, unrestrained section of thick bamboo 6 bottom that disappears is equipped with bottom plate 11, 11 intermediate position of bottom plate is equipped with central through-hole 12, the circumference equipartition has a plurality of second to cross water hole 13 on unrestrained section of thick bamboo 6 lateral walls that disappears.
The lower extreme is equipped with wide toper inner tube 14 down narrow in the unrestrained section of thick bamboo 6 that disappears, and toper inner tube 14 top is fixed on unrestrained section of thick bamboo 6 inner wall that disappears and the bottom is fixed on the outer edge of the central through-hole 12 of bottom plate 11, is equipped with a plurality of third on the toper inner tube 14 lateral wall and crosses water hole 15, and the cavity circumference that forms on the bottom plate 11 between corresponding unrestrained section of thick bamboo 6 inner wall that disappears and the toper inner tube 14 outer wall is equipped with a plurality of fourth and crosses water hole 16.
The inner wall of the wave dissipating cylinder 6 is provided with a horizontal clapboard 17, and the horizontal clapboard 17 is provided with a plurality of fifth water passing holes 18.
The tidal inspection well body 1 is of a reinforced concrete cylindrical tubular pile structure, is convenient to construct, and has good stress on water flow resistance, wave force and the like and good durability.
The wave dissipation cylinder 6, the permeable panel 7, the bottom plate 11, the conical inner cylinder 14 and the horizontal partition plate 17 are all made of stainless steel, the surface of the stainless steel is smooth and bright, the weight is light, the marine life is not easy to grow, and the water gauge is clear in scale. The water permeability is high by arranging the first water through hole 8, the second water through hole 13, the third water through hole 15, the fourth water through hole 16 and the fifth water through hole 18.
Two stainless steel rib plates 19 are symmetrically arranged at the bottom of the annular ring beam 9 at two sides of each guide groove 10.
The stainless steel rib plate 19 is in a trapezoidal structure with a wide upper part and a narrow lower part.
The annular ring beam 9 comprises a horizontal annular plate fixed at the bottom of the water permeable panel 7 and a vertical annular plate arranged at the outer ring of the bottom of the horizontal annular plate, and the guide groove 10 is arranged on the vertical annular plate.
The lower end of the wave-dissipating cylinder 6 is of a conical structure with a wide upper part and a narrow lower part.
When the wave dissipation cylinder 6 is installed, personnel do not need to enter the tide observation well body 1, and the ground can realize hoisting operation; the embedded bolts 5 are clamped in the guide grooves 10, so that the installation is convenient and rapid.
The outer diameter of the tide checking well body 1 is 1200mm, and the inner diameter is 900 mm; the vertical distance between the upper water inlet hole 2 and the lower water inlet hole 3 is 1000 mm.
The diameter of the water permeable panel 7 is 860mm, the outer diameter of the upper straight cylinder section of the wave dissipation cylinder 6 is 636mm, and the outer diameter of the bottom of the lower conical cylinder section is 525 mm.
The present invention has been described above with reference to the accompanying drawings, and it is obvious that the present invention is not limited to the above embodiments, and all the modifications made by the method and the technical solution of the present invention or directly applied to other occasions without modification are within the protection scope of the present invention.
Claims (9)
1. A temporary tide verifying well with a wave eliminating device is characterized by comprising a tide verifying well body (1), wherein a plurality of upper water inlet holes (2), lower water inlet holes (3) and mud discharging holes (4) which are distributed on the circumference are sequentially arranged at the lower end of the side wall of the tide verifying well body (1) from top to bottom, a plurality of embedded bolts (5) are circumferentially distributed on the inner wall of the tide verifying well body (1) above the upper water inlet holes (2), a wave eliminating cylinder (6) is arranged in the tide verifying well body (1), a water permeable panel (7) is arranged at the top of the wave eliminating cylinder (6), a plurality of first water through holes (8) are circumferentially arranged on the water permeable panel (7), an annular ring beam (9) is arranged at the periphery of the wave eliminating cylinder (6) at the bottom of the water permeable panel (7), a plurality of guide grooves (10) are arranged at the bottom of the annular ring beam (9) corresponding to the circumferences of the embedded bolts (5), the guide grooves (10) of the annular ring beam (9) are clamped on the corresponding embedded bolts (5), the bottom of the wave dissipation cylinder (6) is provided with a bottom plate (11), the middle of the bottom plate (11) is provided with a central through hole (12), and a plurality of second water passing holes (13) are uniformly distributed on the side wall of the wave dissipation cylinder (6) in the circumferential direction.
2. The temporary tide well with the wave-breaking device according to claim 1, characterized in that the lower end in the wave-breaking cylinder (6) is provided with a tapered inner cylinder (14) with a wide upper part and a narrow lower part, the top of the tapered inner cylinder (14) is fixed on the inner wall of the wave-breaking cylinder (6) and the bottom of the tapered inner cylinder is fixed on the outer edge of the central through hole (12) of the bottom plate (11), the side wall of the tapered inner cylinder (14) is provided with a plurality of third water through holes (15), and the bottom plate (11) is provided with a plurality of fourth water through holes (16) corresponding to the circumference of a cavity formed between the inner wall of the wave-breaking cylinder (6) and the outer wall of the tapered inner cylinder (14).
3. The temporary tide well with the wave-breaking device as claimed in claim 2, wherein the inner wall of the wave-breaking cylinder (6) is provided with a horizontal partition plate (17), and the horizontal partition plate (17) is provided with a plurality of fifth water through holes (18).
4. A temporary tide shaft with a wave-breaking device according to claim 3, characterized in that the bottom of the annular ring beam (9) is symmetrically provided with two stainless steel rib plates (19) at two sides of each guide groove (10).
5. The temporary tide shaft with the wave-breaking device according to claim 4, characterized in that the stainless steel rib plate (19) is in a trapezoidal structure with a wide upper part and a narrow lower part.
6. The temporary tide shaft with the wave-breaking device as claimed in claim 5, wherein the annular ring beam (9) comprises a horizontal annular plate fixed at the bottom of the water permeable panel (7) and a vertical annular plate arranged at the outer ring of the bottom of the horizontal annular plate, and the guide groove (10) is arranged on the vertical annular plate.
7. The temporary tide shaft with the wave-breaking device as claimed in claim 6, wherein the lower end of the wave-breaking cylinder (6) is of a conical structure with a wide upper part and a narrow lower part.
8. The temporary tide well with the wave dissipating device as claimed in claim 7, wherein the tide well body (1) has an outer diameter of 1200mm and an inner diameter of 900 mm; the vertical distance between the upper water inlet hole (2) and the lower water inlet hole (3) is 1000 mm.
9. The temporary tide shaft with the wave-breaking device as claimed in claim 8, wherein the diameter of the water permeable panel (7) is 860mm, the outer diameter of the upper straight cylinder section of the wave-breaking cylinder (6) is 636mm, and the outer diameter of the bottom of the lower conical cylinder section is 525 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222088556.3U CN217442635U (en) | 2022-08-10 | 2022-08-10 | Temporary tide testing well with wave dissipation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222088556.3U CN217442635U (en) | 2022-08-10 | 2022-08-10 | Temporary tide testing well with wave dissipation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217442635U true CN217442635U (en) | 2022-09-16 |
Family
ID=83225046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222088556.3U Active CN217442635U (en) | 2022-08-10 | 2022-08-10 | Temporary tide testing well with wave dissipation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217442635U (en) |
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2022
- 2022-08-10 CN CN202222088556.3U patent/CN217442635U/en active Active
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