CN212800088U - Large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering - Google Patents
Large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering Download PDFInfo
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- CN212800088U CN212800088U CN202021452683.1U CN202021452683U CN212800088U CN 212800088 U CN212800088 U CN 212800088U CN 202021452683 U CN202021452683 U CN 202021452683U CN 212800088 U CN212800088 U CN 212800088U
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- cell body
- pressure release
- release pipe
- shielding plate
- pressure relief
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Abstract
The utility model discloses a give drainage engineering with big volume glass tempering manure pit, including fixing two baffles in the cell body, three shielding plate has been placed to the surface of cell body, every the equal fixed mounting of lower extreme of shielding plate has a pressure release pipe, and the pressure release pipe is the hollow structure of both ends intercommunication, the fixed intercommunication of lower extreme of pressure release pipe has the arc tube socket, seted up three and pressure release pipe matched with through-hole on the cell body, every equal fixed paste has the sealing washer, and is three on the inner wall of through-hole the shielding plate all with install the extrusion structure between the cell body, rotate on the cell body and install a plurality of pivots, every all fixed cup joint has a flabellum in the pivot. Has the advantages that: by utilizing the matching of the first magnetic plate and the second magnetic plate, the pressure relief operation can be automatically carried out when the air pressure in the pool body is increased, and the initial state is automatically recovered after the pressure relief operation, so that the pressure relief operation has the outstanding advantage of low use cost.
Description
Technical Field
The utility model relates to a septic tank technical field especially relates to a water supply and drainage engineering is with big volume glass tempering manure pit.
Background
Big volume glass tempering manure pit is for common subassembly among the drainage engineering, a excrement and urine for producing in the daily production is collected and is handled, current glass tempering manure pit is too big for avoiding atmospheric pressure in specific use, can set up the pressure release pipe that an atmospheric pressure detection component and an installation had a valve in the glass tempering manure pit, it opens through controller control flap and carries out the pressure release operation to detect atmospheric pressure too big when atmospheric pressure detection component, but this kind of mode obviously has the problem that use cost is high, be unfavorable for glass tempering manure pit's using widely.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem in the background art and providing a large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a give drainage engineering with big volume glass tempering manure pit, is including fixing two baffles in the pond, three shielding plate, every have been placed to the surface of cell body the equal fixed mounting of lower extreme of shielding plate has a pressure release pipe, and the pressure release pipe is the hollow structure of both ends intercommunication, the fixed intercommunication of lower extreme of pressure release pipe has the arc tube socket, seted up three and pressure release pipe matched with through-hole on the cell body, every equal fixed paste has the sealing washer on the inner wall of through-hole, and is three the extrusion structure is all installed to the shielding plate between and the cell body, rotate on the cell body and install a plurality of pivots, every equal fixed cup joint has a flabellum, every in the pivot all seted up a plurality of pressure release holes on the pressure release pipe, and pressure release hole and flabellum one.
In foretell water supply and drainage engineering uses big volume glass tempering manure pit, three the lower surface of shielding plate all fixedly pastes and has sealed the pad, and the lower extreme of pressure release pipe runs through sealed the pad.
In foretell water supply and drainage engineering uses big volume glass tempering manure pit, the extrusion structure comprises a mounting groove, a magnetic sheet one, a mounting bracket and a magnetic sheet two, and is three a mounting groove has all been seted up to the upper surface of shielding plate, and is three equal fixed mounting has a magnetic sheet one in the mounting groove, the last fixed surface of cell body installs three mounting bracket, and is three equal fixed mounting has a magnetic sheet two on the mounting bracket, and magnetic sheet two is close to the magnetism of one side with corresponding magnetic sheet one mutually the same.
In foretell water supply and drainage engineering uses big volume glass tempering manure pit, every equal fixed mounting has two limiting plates on the side of shielding plate, and limiting plate slidable mounting is on corresponding mounting bracket.
In foretell water supply and drainage engineering uses big volume glass tempering manure pit, the last fixed surface of cell body installs a plurality of seats that keep off, and the terminal surface shape that keeps off the seat is the arc, every keep off equal fixed mounting on the seat and have a bracing piece, and the upper end of pivot rotates and installs on corresponding bracing piece.
Compared with the prior art, the utility model discloses the advantage lies in:
1: by utilizing the matching of the first magnetic plate and the second magnetic plate, the pressure relief operation can be automatically carried out when the air pressure in the pool body is increased, and the initial state can be automatically recovered after the pressure relief.
2: the arc tube seat is arranged to prevent the lower end of the pressure relief tube from moving into the through hole, so that the pressure relief tube is ensured to move only in the vertical direction in the process of moving due to overlarge pressure.
3: the effect that flabellum and fender seat set up all carries out a deceleration reposition of redundant personnel effect to the gas that flows from the pressure release hole, avoids the too big unnecessary influence that produces of air current velocity of flow.
Drawings
Fig. 1 is a schematic structural view of a large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering, which is provided by the utility model;
FIG. 2 is an enlarged view of the structure of part A in FIG. 1;
fig. 3 is an enlarged schematic view of the structure of part B in fig. 1.
In the figure: 1 cell body, 2 baffle plates, 3 baffle plates, 4 sealing gaskets, 5 pressure release pipes, 6 arc pipe seats, 7 sealing rings, 8 mounting grooves, 9 magnetic plates I, 10 mounting frames, 11 magnetic plates II, 12 limiting plates, 13 rotating shafts, 14 fan blades, 15 baffle seats and 16 pressure release holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-3, the large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering comprises two partition plates 2 fixed in a tank body 1, wherein three baffle plates 3 are arranged on the outer surface of the tank body 1;
the above is noteworthy for the following two points:
1. the partition plates 2 are arranged to divide the tank body 1 into three regions, which are not described in detail in the prior art.
2. The lower surfaces of the three shielding plates 3 are fixedly adhered with sealing gaskets 4, and the lower ends of the pressure relief pipes 5 penetrate through the sealing gaskets 4; the sealing gasket 4 can improve the sealing performance of the part, and on the other hand, the elasticity of the sealing gasket can prevent the lower surface of the baffle plate 3 from directly contacting with the outer surface of the pool body 1.
The lower end of each baffle plate 3 is fixedly provided with a pressure relief pipe 5, the pressure relief pipe 5 is of a hollow structure with two communicated ends, and the lower end of the pressure relief pipe 5 is fixedly communicated with an arc-shaped pipe seat 6;
the above is noteworthy: the arc-shaped pipe seat 6 is arranged to prevent the lower end of the pressure relief pipe 5 from moving into the through hole, so that the pressure relief pipe 5 is ensured to move only in the vertical direction in the process of moving due to overlarge pressure.
The pool body 1 is provided with three through holes matched with the pressure relief pipe 5, the inner wall of each through hole is fixedly adhered with a sealing ring 7, and an extrusion structure is arranged between each three baffle plates 3 and the pool body 1;
the above is noteworthy for the following two points:
1. extrusion structure comprises a mounting groove 8, a magnetic sheet 9, a mounting bracket 10 and a magnetic sheet two 11, and a mounting groove 8 has all been seted up to three shielding plate 3's upper surface, and equal fixed mounting has a magnetic sheet 9 in the three mounting groove 8, and the last fixed surface of cell body 1 installs three mounting bracket 10, and equal fixed mounting has a magnetic sheet two 11 on the three mounting bracket 10, and magnetic sheet two 11 is close to the magnetism of one side mutually with corresponding magnetic sheet 9 the same.
2. Two limiting plates 12 are fixedly mounted on the side edge of each shielding plate 3, and the limiting plates 12 are slidably mounted on the corresponding mounting frames 10; the limiting plate 12 can only slide on the mounting frame 10, so that the movement of the pressure relief pipe 5 in the vertical direction is more stable.
A plurality of rotating shafts 13 are rotatably mounted on the tank body 1, each rotating shaft 13 is fixedly sleeved with a fan blade 14, each pressure relief pipe 5 is provided with a plurality of pressure relief holes 16, and the pressure relief holes 16 correspond to the fan blades 14 one by one;
the above is noteworthy for the following two points:
1. a plurality of baffle seats 15 are fixedly arranged on the upper surface of the pool body 1, a supporting rod is fixedly arranged on each baffle seat 15, and the upper end of the rotating shaft 13 is rotatably arranged on the corresponding supporting rod.
2. The end face of the baffle seat 15 is arc-shaped, and the arc-shaped baffle seat 15 can better perform a speed reduction and flow distribution effect on the flowing gas.
Further, unless otherwise specifically stated or limited, the above-described fixed connection is to be understood in a broad sense, and may be, for example, welded, glued, or integrally formed as is conventional in the art.
The utility model discloses in, when atmospheric pressure was too big, the ascending thrust that corresponding shielding plate 3 received can be greater than the repulsion force of magnetic sheet one 9 and magnetic sheet two 11, shielding plate 3 can the rebound under the effect of atmospheric pressure this moment, shielding plate 3 rebound drives pressure release pipe 5, arc tube seat 6 reciprocates together, can carry out the pressure release when pressure release hole 16 upper end is located cell body 1 top, along with the continuous reduction of pressure release in-process atmospheric pressure, the thrust that shielding plate 3 received is also continuous simple and small, shielding plate 3 can automatic lapse when thrust is less than the repulsion force between magnetic sheet one 9 and the magnetic sheet two 11, shielding plate 3 lapse drives pressure release pipe 5 and moves down together, thereby state before the recovery pressure release.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (5)
1. The utility model provides a give drainage engineering with big volume glass tempering manure pit, includes two baffles (2) of fixing in cell body (1), its characterized in that, three shielding plate (3) have been placed to the surface of cell body (1), every the equal fixed mounting of lower extreme of shielding plate (3) has a pressure release pipe (5), and pressure release pipe (5) are the hollow structure of both ends intercommunication, the fixed intercommunication of lower extreme of pressure release pipe (5) has arc tube socket (6), set up three and pressure release pipe (5) matched with through-hole on cell body (1), every all fixed the pasting has sealing washer (7) on the inner wall of through-hole, three install the extrusion structure between shielding plate (3) all and cell body (1), rotate on cell body (1) and install a plurality of pivot (13), every all fixed the cup jointing has a flabellum (14) on pivot (13), each pressure relief pipe (5) is provided with a plurality of pressure relief holes (16), and the pressure relief holes (16) correspond to the fan blades (14) one to one.
2. The large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering according to claim 1, wherein a sealing gasket (4) is fixedly adhered to the lower surfaces of the three shielding plates (3), and the lower end of the pressure relief pipe (5) penetrates through the sealing gasket (4).
3. The large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering according to claim 1, wherein the extrusion structure comprises a mounting groove (8), a first magnetic plate (9), a mounting frame (10) and a second magnetic plate (11), the mounting groove (8) is formed in each of the upper surfaces of the three baffle plates (3), the first magnetic plate (9) is fixedly mounted in each of the three mounting grooves (8), the three mounting frames (10) are fixedly mounted on the upper surface of the tank body (1), the second magnetic plate (11) is fixedly mounted on each of the three mounting frames (10), and the magnetism of one side of each of the second magnetic plate (11) and the corresponding first magnetic plate (9) is the same.
4. The large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering according to claim 3, wherein two limiting plates (12) are fixedly mounted on the side edge of each shielding plate (3), and the limiting plates (12) are slidably mounted on the corresponding mounting frames (10).
5. The large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering according to claim 1, wherein a plurality of baffle seats (15) are fixedly installed on the upper surface of the tank body (1), the end surfaces of the baffle seats (15) are arc-shaped, a support rod is fixedly installed on each baffle seat (15), and the upper end of the rotating shaft (13) is rotatably installed on the corresponding support rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202021452683.1U CN212800088U (en) | 2020-07-22 | 2020-07-22 | Large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering |
Applications Claiming Priority (1)
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CN202021452683.1U CN212800088U (en) | 2020-07-22 | 2020-07-22 | Large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering |
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CN212800088U true CN212800088U (en) | 2021-03-26 |
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CN202021452683.1U Active CN212800088U (en) | 2020-07-22 | 2020-07-22 | Large-volume glass fiber reinforced plastic septic tank for water supply and drainage engineering |
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2020
- 2020-07-22 CN CN202021452683.1U patent/CN212800088U/en active Active
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