CN212391082U - Water inlet concora crush fluviograph mounting structure - Google Patents
Water inlet concora crush fluviograph mounting structure Download PDFInfo
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- CN212391082U CN212391082U CN202021266589.7U CN202021266589U CN212391082U CN 212391082 U CN212391082 U CN 212391082U CN 202021266589 U CN202021266589 U CN 202021266589U CN 212391082 U CN212391082 U CN 212391082U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 150
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 72
- 239000010959 steel Substances 0.000 claims abstract description 72
- 239000010813 municipal solid waste Substances 0.000 claims abstract description 17
- 230000001681 protective effect Effects 0.000 claims abstract description 13
- 229910000746 Structural steel Inorganic materials 0.000 claims abstract description 4
- 239000002131 composite material Substances 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 18
- 101150054854 POU1F1 gene Proteins 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000523 sample Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model discloses a water inlet flat pressure water level gauge mounting structure, which comprises water level gauge sleeves pre-buried in the front and the back of a trash rack and in the front and the back of a gate; a mounting pit of a water level meter sleeve is arranged on a platform at the top of the water inlet; arranging a composite material cover plate at the top of the mounting pit, embedding angle steel at openings around the mounting pit, and fixing the angle steel by using angle steel anchor bars; a protective cover is arranged at the top of the water level meter sleeve, and a water level meter delivery port is reserved on the protective cover; the bottom of the water level meter sleeve is provided with a 120-degree elbow, the tail end of the water level meter sleeve is provided with a steel plate, the steel plate is welded and fixed with a water inlet well wall structural steel bar through a steel plate anchor bar, and the steel plate is provided with a circular water inlet hole. By adopting the structure, the water level meter can be accurately put in the designed position, the accuracy of the measuring position and the data is ensured, and meanwhile, the water level meter can be put in or taken out at any time, so that the water level meter is convenient to overhaul and replace.
Description
Technical Field
The utility model relates to a water inlet concora crush fluviograph mounting structure belongs to hydraulic and hydroelectric engineering technical field.
Background
In the construction of water conservancy and hydropower engineering, water taking buildings and emptying buildings are often arranged at the dam body or the bank side in order to meet the requirements of engineering operation. In order to facilitate the operation management of water taking buildings or emptying buildings, a trash rack is usually arranged at a water inlet of the water taking building or the emptying building for blocking aquatic plants, floating trees and other dirt carried by water flow, an accident gate is arranged at the downstream of the trash rack so that a downstream pipeline or equipment of the water inlet can be closed to carry out equipment maintenance when an accident happens, and a working gate is arranged at the downstream of the accident gate in some projects for regulating the flow of an orifice. The water inlets of water taking buildings and emptying buildings generally have larger water head pressure, the operation of the trash rack and the lifting of the gate are limited by design pressure water heads, the water head difference between the two sides of the trash rack cannot be too large, and otherwise the structure of the trash rack or the gate is easily damaged. Therefore, when the trash rack runs or the gate is lifted, the pressure head difference between the front and the back of the trash rack or the gate needs to be determined, and when the head difference is too large, the gate needs to be cleaned, decompressed and filled with water and horizontally pressed, and then can be lifted.
The piezoresistive type flat pressure water level gauge can be divided into various types such as a pressure type, a ceramic type and a vibrating string type according to the internal structure of the water level gauge, the working principle of the piezoresistive type flat pressure water level gauge is that the height of a water column above a certain fixed point is measured by measuring hydrostatic pressure of the fixed point underwater based on a pressure sensing unit of a probe, and then the height of the water column is converted into the water level. The pressure resistance type flat pressure water level gauge can conveniently measure the pressure water head difference of the front and the back of the trash rack or the gate, and is widely applied to water conservancy and hydropower engineering due to low price and relatively low matching civil engineering cost. In engineering, a probe of the piezoresistive type flat pressure water level gauge needs to be fixed at a designed measuring point position, so that a water head at a corresponding position can be accurately measured, and the measuring position of the water level gauge cannot be accurately determined if the flat pressure water level gauge is delivered through a water intake building or an upstream storehouse of a water inlet of an emptying building or a gate slot well, and the measuring error is relatively large; if the level gauge is pre-buried to the measuring position through the device, the later stage can not be changed after the level gauge is damaged and loses efficacy.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a water inlet concora crush fluviograph mounting structure to overcome the not enough of prior art existence.
The utility model discloses a realize like this:
a water inlet flat pressure water level gauge mounting structure comprises water level gauge sleeves which are pre-buried in the front and the back of a trash rack and in the front and the back of a gate; a mounting pit of a water level meter sleeve is arranged on a platform at the top of the water inlet; arranging a composite material cover plate at the top of the mounting pit, embedding angle steel at openings around the mounting pit, and fixing the angle steel by using angle steel anchor bars; a protective cover is arranged at the top of the water level meter sleeve, and a water level meter delivery port is reserved on the protective cover; the bottom of the water level meter sleeve is provided with a 120-degree elbow, the tail end of the water level meter sleeve is provided with a steel plate, the steel plate is welded and fixed with a water inlet well wall structural steel bar through a steel plate anchor bar, and the steel plate is provided with a circular water inlet hole.
Furthermore, the size length and width of the installation pit are not less than 50cm, and the depth is not less than 30cm and not more than 50 cm.
Furthermore, 4 angle steel anchor bars are arranged, and are made of phi 12 steel bars, the length of the angle steel anchor bars is 50cm, and the angle steel anchor bars are arranged at four corners of the installation pit.
Furthermore, the sleeve of the water level gauge adopts a seamless steel pipe with phi 108 and 4mm of wall thickness, and the installation position of the sleeve is not less than 30cm away from the position of a well wall.
Furthermore, the protective cover is formed by assembling bolts, nuts, washers and flanges and is fixed on the top of the water level gauge sleeve.
Furthermore, the steel plate is square with the side length of 20-25 cm and the thickness of 6 mm.
Furthermore, the steel plate anchor bars are 4 in number, adopt phi 12 steel bars, have the length of 30cm and are arranged at four corners of the steel plate.
Furthermore, the aperture of the water inlet hole is 25mm, and the number of the water inlet holes is not less than 5.
Furthermore, the water level meter sleeve is provided with drain holes at the bottom of the installation pit, the drain holes are uniformly distributed along the circumference of the pipe wall of the water level meter sleeve, the diameter of each drain hole is 25mm, the number of the drain holes is not less than 5, and accumulated water in the installation pit is drained into the water level meter sleeve through the drain holes.
By adopting the structure, the water level meter can be accurately put in the designed position, the accuracy of the measuring position and the data is ensured, and meanwhile, the water level meter can be put in or taken out at any time, so that the water level meter is convenient to overhaul and replace. In addition, the structure is provided with the mounting pit on the top platform of the water inlet, so that the concealment is strong, the safety of the mounting structure is ensured, and the interference on the operation of the top of the water inlet is avoided; the structure has the advantages that the steel plate with the water inlet hole is embedded in the measuring point position, the problems of impact resistance, wave dissipation, sediment influence and the like are solved, and the accuracy of measured data is guaranteed.
Compared with the prior art, the beneficial effects of the utility model are as follows:
(1) the mounting pit and the cover plate of the water level meter sleeve are arranged on the platform at the top of the water inlet, the mounting structure is high in concealment to avoid damage, the safety of the mounting structure is guaranteed, and the interference of the mounting structure on the operation of the trash rack and the gate at the top of the water inlet is avoided.
(2) The angle steel is embedded at the opening part around the mounting pit and fixed by the angle steel anchor bars, so that the strength of the opening edge of the mounting pit is enhanced, and the structural damage of the mounting pit caused by external force such as the action of an upper cover plate on the opening part at the top of the mounting pit is avoided.
(3) The pre-buried fluviograph sleeve pipe of suitable position around the trash rack and around the gate, wherein, one set of mounting structure of water inlet trash rack low reaches position and the upper reaches position of gate can share, and fluviograph sleeve pipe top sets up the safety cover, is provided with fluviograph on the safety cover and delivers to the mouth for the input and the taking out of fluviograph make things convenient for the maintenance and the change of later stage fluviograph.
(4) The bottom of the water level meter sleeve is provided with a 120-degree elbow, the tail end (measuring point position) of the water level meter sleeve is provided with a steel plate, the water level meter is conveniently delivered to the measuring point position of the side wall of the water inlet, and the steel plate is welded and fixed with the water inlet well wall structural steel bars through steel plate anchor bars, so that the stability of the structure is guaranteed. Set up the inlet opening on the steel sheet, the flood peak pressure that can record the measurement station position after the fluviograph is delivered to the steel sheet position solves scour protection, wave dissipation, silt influence scheduling problem.
(5) The water level gauge sleeve pipe is provided with the wash port in installation hole bottom position, and ponding in the installation hole can be arranged to the cover intraductally through the wash port on the water level gauge sleeve pipe, guarantees the drying in installation hole, avoids installation hole ponding to lead to the water level gauge cable heat dissipation uneven, cable ageing to cause the power consumption incident or even the conflagration problem.
Drawings
FIG. 1 is a plan view of the present invention;
FIG. 2 is a cross-sectional view A-A of FIG. 1;
FIG. 3 is a view showing a portion a of FIG. 2;
FIG. 4 is a view showing a portion b of FIG. 2;
fig. 5 is a view showing a view of a portion c in fig. 2.
Description of reference numerals: 1-installing a pit; 2-cover plate; 3-angle steel; 4-angle steel anchor bars; 5-a water level gauge sleeve; 6-a drain hole; 7-a protective cover; 8-a water level meter delivery port; 9-bending the pipe; 10-a steel plate; 11-steel plate anchor bars; 12-water inlet holes; 13-a water intake tower; 14-trash rack groove; 15-gate slot.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
As shown in fig. 1 to 5, the present invention includes the following components: the device comprises an installation pit 1, a cover plate 2, angle steel 3, an angle steel anchor bar 4, a water level gauge sleeve 5, a water drain hole 6, a protective cover 7, a water level gauge delivery port 8, an elbow 9, a steel plate 10, a steel plate anchor bar 11, a water inlet hole 12, a water intake tower 13, a trash rack groove 14 and a gate groove 15. The specific implementation process is as follows:
in order to ensure the concealment of the mounting structure, a mounting pit 1 of a water level meter sleeve 5 is arranged on a platform at the top of the water inlet. The length and width of the installation pit 1 are not smaller than 50cm, and the depth is not smaller than 30cm and not larger than 50cm, so that the construction and installation are convenient.
The composite cover plate 2 is arranged at the top of the installation pit 1 to replace a traditional reinforced concrete cover plate, construction is facilitated, angle steel 3 is embedded at openings around the installation pit 1, the angle steel 3 is fixed through angle steel anchor bars 4, the angle steel anchor bars 4 are provided with 4 pieces, and phi 12 steel bars with the length of 50cm are arranged at four corners of the installation pit 1.
The water level meter sleeves 5 are embedded in proper positions of the front and the back of the trash rack and the front and the back of the gate, the water level meter sleeves 5 are seamless steel pipes with phi 108 and 4mm wall thickness, and the installation position of the seamless steel pipes is not less than 30cm away from the position of a well wall. The top of the water level meter sleeve 5 is provided with a protective cover 7, and the protective cover 7 is formed by assembling bolts, nuts, washers and flanges and is fixed on the top of the water level meter sleeve 5. And a water level meter delivery port 8 is reserved on the protective cover 7 and is used for putting and taking out the water level meter, so that the later-stage water level meter is convenient to overhaul and replace.
The bottom of the water level meter sleeve 5 is provided with a 120-degree elbow 9, the tail end (measuring point position) of the water level meter sleeve 5 is provided with a steel plate 10, the steel plate 10 is square with the side length of 20-25 cm and the thickness of 6mm, and the water level meter can be conveniently delivered to the measuring point position of the side wall of the water inlet. Adopt steel sheet anchor bar 11 with steel sheet 10 and water inlet wall of a well structure reinforcing bar welded fastening, 4 total steel sheet anchor bars 11 adopt phi 12 reinforcing bar, length 30cm arranges in steel sheet 10 four corners. A circular water inlet hole 12 is formed in the steel plate 10, the diameter of the water inlet hole 12 is 25mm, the number of the water inlet holes is not lower than 5, and the water level meter is delivered to the position of the steel plate 10 and then is in contact with reservoir water, so that the water level of a measuring point position can be measured.
The water level meter sleeve 5 is provided with drain holes 6 at the bottom of the mounting pit 1, the drain holes 6 are uniformly distributed along the circumference of the pipe wall of the water level meter sleeve 5, the hole diameter is 25mm, the number is not less than 5, and accumulated water in the mounting pit 1 can be drained into the water level meter sleeve 5 through the drain holes 6.
Of course, the above is only the specific application example of the present invention, and the present invention has other embodiments, and all technical solutions formed by equivalent replacement or equivalent transformation fall within the protection scope claimed by the present invention.
Claims (9)
1. The utility model provides a water inlet concora crush fluviograph mounting structure which characterized in that: comprises water gauge sleeves (5) which are pre-buried in the front and the back of the trash rack and the front and the back of the gate; a mounting pit (1) of a water level meter sleeve (5) is arranged on a platform at the top of the water inlet; arranging a composite material cover plate (2) at the top of the mounting pit (1), embedding angle steel (3) at openings on the periphery of the mounting pit (1), and fixing the angle steel (3) by using angle steel anchor bars (4); a protective cover (7) is arranged at the top of the water level meter sleeve (5), and a water level meter delivery port (8) is reserved on the protective cover (7); the bottom of the water level meter sleeve (5) is provided with a 120-degree elbow (9), the tail end of the water level meter sleeve (5) is provided with a steel plate (10), the steel plate (10) is welded and fixed with a water inlet well wall structural steel bar by adopting a steel plate anchor bar (11), and the steel plate (10) is provided with a circular water inlet hole (12).
2. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the size length and width of the mounting pit (1) are not less than 50cm, and the depth is not less than 30cm and not more than 50 cm.
3. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the angle steel anchor bars (4) are provided with 4 pieces, adopt phi 12 steel bars, have the length of 50cm and are arranged at four corners of the installation pit (1).
4. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the water level meter sleeve (5) is a seamless steel pipe with phi 108 and 4mm of wall thickness, and the installation position of the seamless steel pipe is not less than 30cm away from the position of a well wall.
5. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the protective cover (7) is formed by assembling bolts, nuts, washers and flanges and is fixed at the top of the water level meter sleeve (5).
6. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the steel plate (10) is square with the side length of 20-25 cm and the thickness of 6 mm.
7. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the number of the steel plate anchor bars (11) is 4, the steel plate anchor bars are phi 12 steel bars, the length of the steel plate anchor bars is 30cm, and the steel plate anchor bars are arranged at four corners of the steel plate (10).
8. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the aperture of the water inlet holes (12) is 25mm, and the number of the water inlet holes is not less than 5.
9. The water inlet flat pressure water level gauge mounting structure of claim 1, characterized in that: the water level meter casing pipe (5) is provided with drain holes (6) at the bottom of the mounting pit (1), the drain holes (6) are uniformly distributed along the periphery of the pipe wall of the water level meter casing pipe (5), the diameter of each drain hole is 25mm, the number of the drain holes is not less than 5, and accumulated water in the mounting pit (1) is drained into the water level meter casing pipe (5) through the drain holes (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202021266589.7U CN212391082U (en) | 2020-07-02 | 2020-07-02 | Water inlet concora crush fluviograph mounting structure |
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CN202021266589.7U CN212391082U (en) | 2020-07-02 | 2020-07-02 | Water inlet concora crush fluviograph mounting structure |
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CN212391082U true CN212391082U (en) | 2021-01-22 |
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CN202021266589.7U Active CN212391082U (en) | 2020-07-02 | 2020-07-02 | Water inlet concora crush fluviograph mounting structure |
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