CN211056199U - Buffer device for slag slurry conveying pipeline of diaphragm pump - Google Patents
Buffer device for slag slurry conveying pipeline of diaphragm pump Download PDFInfo
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- CN211056199U CN211056199U CN201921837797.5U CN201921837797U CN211056199U CN 211056199 U CN211056199 U CN 211056199U CN 201921837797 U CN201921837797 U CN 201921837797U CN 211056199 U CN211056199 U CN 211056199U
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- buffer tank
- diaphragm pump
- baffle
- buffer
- pipeline
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Abstract
The utility model discloses a diaphragm pump transport sediment thick liquid thing pipeline buffer, include: the pipeline is connected with a discharge hole of the diaphragm pump; a buffer tank installed upstream of the elbow of the pipe; an upper baffle, a lower baffle and a turbulence column are arranged in the buffer tank, the upper end of the upper baffle is connected with the top of the buffer tank, the lower end of the upper baffle extends towards the bottom of the buffer tank, a certain distance is reserved between the lower end of the upper baffle and the bottom of the buffer tank, the side surface of the upper baffle and the side wall of the buffer tank are arranged in a sealing manner, the buffer tank is divided into two parts, namely a feeding cavity and a discharging cavity, the feeding cavity is provided with an inlet, and the discharging cavity is provided with an outlet; the upper part of the lower baffle is fixedly connected with the lower end of the upper baffle, the lower part of the lower baffle inclines towards the bottom of the buffer tank to form a necking accelerating structure, and the lower baffle is positioned on the side of the discharging cavity; the turbulent flow column is arranged at the outlet end of the necking accelerating structure. Can effectively reduce the vibration of the pipeline and is beneficial to the safe and stable transportation of the slag slurry.
Description
Technical Field
The utility model belongs to the pipeline field of shaking that disappears, in particular to sediment thick liquid pipeline buffer is carried to diaphragm pump.
Background
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and is not necessarily to be taken as an acknowledgement or any form of suggestion that this information constitutes prior art that is already known to a person skilled in the art.
In the hydration reaction of cyclohexanol, cyclohexene refined by hydrogenation reaction enters a hydration reactor of cyclohexanol through the temperature rise of a hydration refining system, and reacts with desalted water under the catalysis of a catalyst (zeolite molecular sieve) to generate cyclohexanol. Prolonged operation of the hydration reactor can lead to reduced catalyst activity and, in addition, to loss of a portion of the catalyst due to the greater cyclohexene flow through the hydration reactor. To avoid deactivation of the catalyst, it is necessary to run a regeneration of the hydrated catalyst to maintain the catalyst activity; while in order to maintain the amount of catalyst participating in the reaction in the hydration reactor, fresh catalyst needs to be added to achieve make-up.
In actual operation, the inventor finds that because a hydration catalyst (zeolite molecular sieve) is a slag slurry, a diaphragm pump is adopted to convey materials according to material characteristics, continuous force generation cannot be realized due to the acting characteristic of the diaphragm pump, a certain idle period can be generated in the pump head acting process, then force generation acting is performed, the situation can cause vibration of a pipeline, certain damage is caused to the service life of the pipeline, equipment flanges and valves connected with the pipeline, and even leakage accidents occur. In the prior art, 0.5 liter buffer tank is installed at the import and the exit of diaphragm pump, because the pump delivery line sets up the problem, causes the pipeline to produce the pulling force easily, causes the pipeline to rock at the pump work in-process, and then causes flange or the mouth of pipe to appear unusually.
In addition, because the regeneration of the cyclohexanol hydration catalyst is intermittent regeneration, and the conveyed medium is a granular material, the work of the pump is reduced along with the lapse of time, and the reduced work can cause serious pipeline surge and is more unfavorable for stable operation.
Disclosure of Invention
In order to solve the technical problem existing in the prior art, the utility model aims at providing a diaphragm pump carries sediment thick liquid pipeline buffer. The buffer device plays a certain buffering role, can effectively reduce the problems of pipeline shaking, pipeline surge and the like when the diaphragm pump conveys the slag slurry, and can effectively prevent the slag slurry from generating precipitation in the buffer tank and ensure the uniformity of the catalyst.
In order to solve the technical problem, the technical scheme of the utility model is that:
a buffer device of a pipeline for conveying slag slurry by a diaphragm pump comprises:
the pipeline is connected with a discharge hole of the diaphragm pump;
a buffer tank installed upstream of the elbow of the pipe;
an upper baffle, a lower baffle and a turbulence column are arranged in the buffer tank, the upper end of the upper baffle is connected with the top of the buffer tank, the lower end of the upper baffle extends towards the bottom of the buffer tank, a certain distance is reserved between the lower end of the upper baffle and the bottom of the buffer tank, the side surface of the upper baffle and the side wall of the buffer tank are arranged in a sealing manner, the buffer tank is divided into two parts, namely a feeding cavity and a discharging cavity, the feeding cavity is provided with an inlet, and the discharging cavity is provided with an outlet;
the upper part of the lower baffle is fixedly connected with the lower end of the upper baffle, the lower part of the lower baffle inclines towards the bottom of the buffer tank to form a necking accelerating structure, and the lower baffle is positioned on the side of the discharging cavity;
the turbulent flow column is arranged at the outlet end of the necking accelerating structure.
The sediment thick liquid is carried to the feeding chamber of buffer tank by the diaphragm pump in, and the sediment thick liquid flows to ejection of compact chamber from the lower extreme clearance under the blockking of last baffle, flows through down the throat that forms between baffle and the buffer tank diapire with higher speed when the structure, and the sediment thick liquid after accelerating forms many places whirl under the effect of vortex post, produces better mixing effect, prevents that the sediment thick liquid from producing in the buffer tank and subsides. The lower baffle plate extends downwards in an inclined mode, the formed necking accelerating structure plays a certain flow guiding and accelerating role, so that the slag slurry flows along the bottom of the buffer tank, and solid particles are effectively prevented from settling at the bottom of the buffer tank. And the lower baffle plate is inclined downwards, and the solid particles deposited above the lower baffle plate can timely slide downwards along the lower baffle plate under the rotational flow effect of the liquid, namely, the part of the solid particles can be timely and uniformly mixed with the water.
In some embodiments, the volume of the feed chamber is less than the volume of the discharge chamber. When the slag slurry is discharged through the discharging cavity, the slag slurry is more relaxed, and the impact on the bent pipe is reduced.
Further, the upper baffle is inclined toward the feed chamber side. The feeding cavity is formed into a structure with a wide upper part and a narrow lower part, and a slow accelerating section is formed.
Furthermore, the volume ratio of the feeding cavity to the discharging cavity is 1: 1.5-2. The volume of the discharging cavity is larger than that of the feeding cavity, and the discharging cavity is not full when the feeding cavity is full at the same flow velocity, so that the discharging cavity has a larger buffer space, and the impact force of slag slurry on a follow-up bent pipe can be effectively buffered.
Further, the outlet end of the discharging cavity is positioned at the 1/4-1/2 height of the discharging cavity. The slag slurry in the discharging cavity can be ensured to continuously flow out, and the slag slurry flowing out from the outlet end of the lower baffle can be prevented from directly flowing out from the outlet end of the discharging cavity, so that the discharging cavity is ensured to play a role in buffering.
In some embodiments, the ratio of the height of the turbulence column to the height of the smallest end of the throat accelerating structure is 1.5-4: 1. So as to ensure that the accelerated slag slurry directly impacts the turbulence column and has better turbulence effect.
Furthermore, the number of the turbulence columns is 2-4, and the turbulence columns are arranged in a straight line shape.
Further, the distance between the outlet end of the necking accelerating structure and the turbulence column is larger than 1/4 of the diameter of the buffer tank.
In some embodiments, the buffer tank is 0.3-1m from the elbow of the pipe.
Further, the length of the straight pipe section of the pipeline is less than 10 m. When the length of the straight pipe section is too long, pipeline vibration is easily caused by the surge of conveyed materials, so that the straight pipe section needs to be set to be less than 10 m.
In some embodiments, the tank body of the buffer tank is cylindrical or prismatic, preferably cylindrical.
In some embodiments, the buffer tank is fixed by a mounting seat.
The utility model has the advantages that:
the utility model discloses a buffer tank can effectively reduce the pipeline vibrations, owing to reduced the pipeline vibrations in addition to avoided the pipeline vibrations to tear equipment root flange, played the effect that promotes safety and stability to whole operation.
Drawings
The accompanying drawings, which form a part of the specification, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention without unduly limiting the scope of the invention.
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic structural diagram of the buffer tank of the present invention.
Wherein: 1. diaphragm pump, 2, motor, 3, buffer tank, 4, last baffle, 5, vortex post, 6, lower baffle.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the invention. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the invention. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
As shown in fig. 1, a buffer device of a pipeline for conveying slag slurry by a diaphragm pump comprises:
the pipeline is connected with a discharge hole of the diaphragm pump 1, and the motor 2 provides power for the diaphragm pump 1;
and a buffer tank 3 installed upstream of the elbow of the pipe.
As shown in fig. 2, an upper baffle 4, a lower baffle 6 and a turbulence column 5 are installed in the buffer tank 3, the upper end of the upper baffle 4 is connected with the top of the buffer tank 3, the lower end of the upper baffle 4 extends towards the bottom of the buffer tank 3, a certain distance is reserved between the lower end and the bottom of the buffer tank 3, the side surface of the upper baffle 4 and the side wall of the buffer tank 3 are hermetically arranged to divide the buffer tank 3 into two parts, namely a feeding cavity and a discharging cavity, the feeding cavity is provided with an inlet, and the discharging cavity is provided with an outlet; the volume of the feeding cavity is smaller than that of the discharging cavity, the volume ratio of the feeding cavity to the discharging cavity is 1:1.5, and the outlet of the discharging cavity is positioned at the 1/4-1/2 height of the discharging cavity and can be 1/4, 1/3, 1/2 and the like;
the upper part of the lower baffle 6 is fixedly connected with the lower end of the upper baffle 4, the lower part of the lower baffle 6 inclines towards the bottom of the buffer tank 3 to form a necking accelerating structure, and the lower baffle 6 is positioned on the side of the discharging cavity;
the turbulence column is arranged at the outlet end of the necking accelerating structure, and the height ratio of the turbulence column to the minimum end of the necking accelerating structure is 1.5-4: 1. So as to ensure that the accelerated slag slurry directly impacts the turbulence column and has better turbulence effect. The number of the turbulence columns is 2-4, and the turbulence columns are arranged in a straight line shape. The distance between the outlet end of the necking accelerating structure and the turbulence column is 1/3 the diameter of the buffer tank. The distance between the buffer tank and the elbow of the pipeline is 0.5m, and when the length of the straight pipe section is too long, the pipeline is easy to vibrate due to the surge of conveyed materials, so that the straight pipe section needs to be set to be less than 10 m.
The tank body of buffer tank 3 is cylindrical or prismatic, and buffer tank 3 installs fixedly through the mount pad.
Zeolite molecular sieve sediment thick liquid is carried to the feed cavity of buffer tank by the diaphragm pump in, and the sediment thick liquid flows to ejection of compact chamber from the lower extreme clearance under the blockking of last baffle, flows through down the throat that forms between baffle and the buffer tank diapire with higher speed when the structure, and the sediment thick liquid after accelerating forms many places whirl under the effect of vortex post, produces better mixing effect, prevents that the sediment thick liquid from producing in the buffer tank and subsides. The lower baffle plate extends downwards in an inclined mode, the formed necking accelerating structure plays a certain flow guiding and accelerating role, so that the slag slurry flows along the bottom of the buffer tank, and solid particles are effectively prevented from settling at the bottom of the buffer tank. And the lower baffle plate is inclined downwards, and the solid particles deposited above the lower baffle plate can timely slide downwards along the lower baffle plate under the rotational flow effect of the liquid, namely, the part of the solid particles can be timely and uniformly mixed with the water. The volume of the buffer tank is reasonably adjusted, so that a good buffering effect is achieved.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a sediment thick liquids pipeline buffer is carried to diaphragm pump which characterized in that: the method comprises the following steps:
the pipeline is connected with a discharge hole of the diaphragm pump;
a buffer tank installed upstream of the elbow of the pipe;
an upper baffle, a lower baffle and a turbulence column are arranged in the buffer tank, the upper end of the upper baffle is connected with the top of the buffer tank, the lower end of the upper baffle extends towards the bottom of the buffer tank, a certain distance is reserved between the lower end of the upper baffle and the bottom of the buffer tank, the side surface of the upper baffle and the side wall of the buffer tank are arranged in a sealing manner, the buffer tank is divided into two parts, namely a feeding cavity and a discharging cavity, the feeding cavity is provided with an inlet, and the discharging cavity is provided with an outlet;
the upper part of the lower baffle is fixedly connected with the lower end of the upper baffle, the lower part of the lower baffle inclines towards the bottom of the buffer tank to form a necking accelerating structure, and the lower baffle is positioned on the side of the discharging cavity;
the turbulent flow column is arranged at the outlet end of the necking accelerating structure.
2. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 1, wherein: the volume of the feeding cavity is smaller than that of the discharging cavity, and the upper baffle plate inclines towards the feeding cavity side.
3. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 2, wherein: the volume ratio of the feeding cavity to the discharging cavity is 1: 1.5-2.
4. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 3, wherein: the outlet end of the discharging cavity is positioned at the 1/4-1/2 height of the discharging cavity.
5. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 1, wherein: the height ratio of the height of the turbulence column to the minimum end of the necking accelerating structure is 1.5-4: 1.
6. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 5, wherein: the distance between the outlet end of the necking accelerating structure and the turbulence column is greater than 1/4 of the diameter of the buffer tank.
7. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 1, wherein: the distance between the buffer tank and the elbow of the pipeline is 0.3-1 m.
8. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 7, wherein: the length of the straight pipe section of the pipeline is less than 10 m.
9. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 1, wherein: the tank body of the buffer tank is cylindrical or prismatic.
10. The buffer device for the slurry conveying pipeline of the diaphragm pump according to claim 9, wherein: the buffer tank is fixedly installed through the installation seat.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921837797.5U CN211056199U (en) | 2019-10-25 | 2019-10-25 | Buffer device for slag slurry conveying pipeline of diaphragm pump |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921837797.5U CN211056199U (en) | 2019-10-25 | 2019-10-25 | Buffer device for slag slurry conveying pipeline of diaphragm pump |
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CN211056199U true CN211056199U (en) | 2020-07-21 |
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CN201921837797.5U Active CN211056199U (en) | 2019-10-25 | 2019-10-25 | Buffer device for slag slurry conveying pipeline of diaphragm pump |
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2019
- 2019-10-25 CN CN201921837797.5U patent/CN211056199U/en active Active
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