CN214453011U - Interior lacing wire sewage treatment water tank - Google Patents

Abstract

The utility model discloses an interior lacing wire sewage treatment water tank, it includes the biochemical treatment case, be provided with a plurality of girder steels and a plurality of baffle in the biochemical treatment case, it is a plurality of the girder steel is fixed in the inboard of the tank wall of biochemical treatment case, it is a plurality of the baffle is fixed on the girder steel and separate biochemical treatment case and form good oxygen pond, anaerobism pond and sedimentation tank, in good oxygen pond and the anaerobism pond be fixed with the filler net on the girder steel. Because the mode that can adopt interior lacing wire is connected the girder steel and is formed the support chassis, can directly fix the filler net through unilateral pipe sign indicating number on the girder steel, need not to set up additional bearing structure specially, can practice thrift manufacturing cost and reduce the manufacturing degree of difficulty, and because the girder steel sets up the inboard at the tank wall, the roughness in the tank wall outside is higher, does not have the girder steel yet to shelter from.

Description

Interior lacing wire sewage treatment water tank

Technical Field

The utility model relates to a sewage treatment device field, more specifically say, relate to an interior lacing wire sewage treatment water tank.

Background

The wall of the water tank of the integrated sewage treatment water tank bears huge pressure of water for a long time, the pressure resistance of the wall of the water tank can be ensured to be prevented from being collapsed by the water in the water tank only when the pressure resistance of the wall of the water tank reaches a higher value, and the pressure resistance of the wall of the water tank is increased by adopting a water tank with an external lacing wire or a water tank with a wave shape in the industry, so that the water tank is prevented from being collapsed by the water in the water tank. However, if the water tank with the external lacing wire or the wave shape is adopted, although the pressure resistance can be ensured and the water tank is not collapsed by water pressure, a supporting structure is additionally arranged in the water tank to accommodate internal components, so that the manufacturing cost and the manufacturing difficulty are increased.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problem that an interior lacing wire sewage treatment water tank is provided, owing to can adopt the mode of interior lacing wire to form the support chassis with the girder steel connection, but directly fixed filler net on the girder steel need not to additionally set up bearing structure specially, can practice thrift manufacturing cost and reduce the manufacturing degree of difficulty, and because the girder steel sets up the inboard at the tank wall, the roughness in the tank wall outside is higher, does not have the girder steel yet to shelter from.

The utility model discloses the technical problem that will solve realizes through following technical scheme:

in order to solve the technical problem, the utility model provides an interior lacing wire sewage treatment water tank, it includes the biochemical treatment case, biochemical treatment incasement is provided with a plurality of girder steels and a plurality of baffle, and is a plurality of the girder steel is fixed in the inboard of the tank wall of biochemical treatment case, it is a plurality of the baffle is fixed on the girder steel and separate biochemical treatment case and form good oxygen pond, anaerobism pond and sedimentation tank, in good oxygen pond and the anaerobism pond be fixed with the filler net on the girder steel.

Furthermore, the steel beams comprise a plurality of vertical beams, a plurality of side beams and a plurality of transverse supports which are sequentially connected to form a peripheral framework, and the transverse supports are welded and fixed between the side beams or the vertical beams and the partition plates.

Furthermore, a side plate is arranged on the inner side of the biochemical treatment box, the vertical beam is fixed on the side plate, and the vertical beam is not in contact with the bottom plate of the biochemical treatment box.

Furthermore, a water pipe is fixed on the transverse bracket of the sedimentation tank.

Furthermore, an inner ladder is fixed between two adjacent partition plates in the sedimentation tank.

Furthermore, the bottom of the sedimentation tank is fixedly provided with a sedimentation bucket through a triangular support, the top of the sedimentation bucket is fixedly welded with the steel beam and/or the partition plate, and the triangular support is positioned below welding points of the sedimentation bucket and the steel beam and is not in contact with the welding points.

Further, it is a plurality of the baffle includes first longitudinal baffle, second longitudinal baffle and third transverse baffle, and first longitudinal baffle is fixed in between the perpendicular roof beam of biochemical treatment incasement, the biochemical treatment case passes through first longitudinal baffle separates to be formed with biochemical chamber and automatically controlled room, second longitudinal baffle is fixed in between the perpendicular roof beam of biochemical chamber, the biochemical treatment case of biochemical chamber passes through second longitudinal baffle separates to be formed with aerobic tank and anaerobic sedimentation district, the third transverse baffle is fixed in between the perpendicular roof beam in the anaerobic sedimentation district, the anaerobic sedimentation district with separate through third transverse baffle between the second longitudinal baffle and be formed with anaerobic tank and sedimentation tank.

Furthermore, the outside of tank wall is for leveling the tank wall, the inboard of leveling the tank wall with the girder steel passes through welded fastening.

Further, the height of the bottom plate is at least 10mm lower than that of the side plates.

Furthermore, the top of the biochemical treatment box is provided with a sampling port.

The utility model discloses following beneficial effect has:

because the mode that can adopt interior lacing wire is connected the girder steel and is formed the support chassis, but the direct fixation filler net on the girder steel need not to set up additional bearing structure specially, can practice thrift manufacturing cost and reduce the manufacturing degree of difficulty, and because the girder steel sets up the inboard at the tank wall, the roughness in the tank wall outside is higher, does not have the girder steel yet to shelter from.

Drawings

Fig. 1 is the utility model provides a structural schematic diagram of an inner lacing wire sewage treatment water tank.

FIG. 2 is a top view of the biochemical treatment area of FIG. 1 after removal of the top cover.

Fig. 3 is a view taken along the direction a of fig. 2.

Fig. 4 is a view in the direction B of fig. 2.

Fig. 5 is an enlarged view of fig. 4 at D.

Fig. 6 is a view in the direction C of fig. 2.

FIG. 7 is a side view of a biochemical chamber.

Fig. 8 is an enlarged view at E of fig. 7.

Fig. 9 is an enlarged view of fig. 7 at F.

Detailed Description

The present invention will be described in detail with reference to the following examples, which are only preferred embodiments of the present invention and are not intended to limit the present invention.

Please refer to fig. 1 to 5, for the utility model provides an interior lacing wire sewage treatment water tank, it includes biochemical treatment case 100, be provided with a plurality of girder steels 1 and a plurality of baffle 2 in the biochemical treatment case 100, it is a plurality of girder steel 1 is fixed in the inboard of the tank wall 3 of biochemical treatment case 100, it is a plurality of girder steel 1 includes a plurality of perpendicular roof beams 11 and a plurality of curb girders 12 that form peripheral skeleton through the mode of interior lacing wire is connected in proper order, still includes welded fastening in curb girder 12 or perpendicular roof beam 11 with a plurality of horizontal support 13 between the baffle 2. A plurality of baffle 2 includes first longitudinal baffle 21, second longitudinal baffle 22 and third transverse baffle 23, and first longitudinal baffle 21 is fixed in between the perpendicular roof beam 11 in biochemical treatment case 100, biochemical treatment case 100 passes through first longitudinal baffle 21 is separated and is formed with biochemical chamber 200 and automatically controlled room 300, second longitudinal baffle 22 is fixed in between the perpendicular roof beam 11 in biochemical chamber 200, biochemical treatment case 100 of biochemical chamber 200 passes through second longitudinal baffle 22 is separated and is formed with aerobic tank 201 and anaerobic sedimentation zone, third transverse baffle 23 is fixed in between the perpendicular roof beam 11 in the anaerobic sedimentation zone, anaerobic sedimentation zone with separate through third transverse baffle 23 between the second longitudinal baffle 22 and be formed with anaerobic tank 202 and sedimentation tank 203. And a filler net 5 is fixed on the steel beam 1 in the aerobic tank 201 and the anaerobic tank 202 through a single-side pipe joint 4. In particular, the filler net 5 is fixed between the lateral bracket 13 and the side beam 12. Because the mode that can adopt interior lacing wire connects girder steel 1 and forms the support chassis, can directly fix filler net 5 through unilateral pipe sign indicating number 4 on the girder steel 1, need not specially additionally to set up bearing structure, can practice thrift manufacturing cost and reduce the manufacturing degree of difficulty, and because girder steel 1 sets up in the inboard of tank wall 3, the roughness in the 3 outsides of tank wall is higher, does not have girder steel 1 to shelter from yet.

The roughness in the 3 outsides of tank wall is higher, does not have girder steel 1 to shelter from yet, makes it can easily carry out the colored drawing and beautify to the 3 outsides of tank wall, reduces the colored drawing and beautifies the cost, and its pleasing to the eye effect is unanimous when different angles are watched for the water tank satisfies economical and practical and pleasing to the eye requirement.

Referring to fig. 1 to 6, further, the water pipe 6 is fixed on the transverse bracket 13 of the sedimentation tank 203, and no special additional support structure is required, so that the manufacturing cost can be saved and the manufacturing difficulty can be reduced.

Further, an inner ladder 7 is fixed between two adjacent partition boards 2 in the sedimentation tank 203, and specifically, the inner ladder 7 is fixed between the second longitudinal partition board 22 and the third transverse partition board 23. Further, a sampling port is opened at the top of the biochemical treatment box 100. So that the worker can enter the biochemical chamber 200 through the sampling port and along the inner ladder 7 to take a sample.

Referring to fig. 1 to 8, further, a settling hopper 9 is supported and fixed at the bottom of the settling tank 203 through a triangular support 8, the top of the settling hopper 9 is welded and fixed with the steel beam 1 and/or the partition board 2, and the triangular support 8 is located below a welding point of the settling hopper 9 and the steel beam 1 and is not in contact with the welding point. So that the welding bead of the inner lacing wire is isolated from the outer welding bead, and the water is prevented from being led out of the box through the gap in the welding bead like the water pipe 6. Even if the welding process is not well controlled, gaps are generated in the welding bead, and water leakage is not caused.

Further, the outside of tank wall 3 is for leveling tank wall 3, the inboard of leveling tank wall 3 with girder steel 1 is through welded fastening for tank wall 3 can easily carry out the colored drawing and beautify the 3 outsides of tank wall, reduces the colored drawing and beautifies the cost, and its pleasing to the eye effect is unanimous when watching at different angles, makes the water tank satisfy economical and practical and pleasing to the eye requirement.

Referring to fig. 1 to 9, further, a side plate is disposed on the inner side of the biochemical treatment chamber 100, the vertical beam 11 is fixed on the side plate, and the vertical beam 11 is not in contact with the bottom plate 10 of the biochemical treatment chamber 100. Further, the side plates are side beams 12, the height of the bottom plate 10 is at least 10mm lower than that of the side plates in the standing posture, and the vertical beams 11 are fixed on the side beams 12, so that the pressure of the vertical beams 11 is totally concentrated on the side beams 12 at the bottom of the case body, thereby avoiding damaging the bottom plate 10.

Further, the steel beam 1 is a channel steel or an angle steel, which enables the member to be more easily arranged on the steel beam 1.

Further, one side of the biochemical treatment tank 100 is connected with an artificial wetland room 400 through bolts.

The above embodiments only express the embodiments of the present invention, and the description thereof is specific and detailed, but the invention can not be understood as the limitation of the patent scope of the present invention, but all the technical solutions obtained by adopting the equivalent substitution or equivalent transformation should fall within the protection scope of the present invention.

Claims (10)

1. The utility model provides an interior lacing wire sewage treatment water tank, its characterized in that, it includes the biochemical treatment case, be provided with a plurality of girder steels and a plurality of baffle in the biochemical treatment case, it is a plurality of the girder steel is fixed in the inboard of the tank wall of biochemical treatment case, it is a plurality of the baffle is fixed on the girder steel and will biochemical treatment case separate formation aerobic tank, anaerobism pond and sedimentation tank, in aerobic tank and the anaerobism pond be fixed with the filler net on the girder steel.

2. The inner tie bar sewage treatment tank of claim 1 wherein the plurality of steel beams comprise a plurality of vertical beams, a plurality of side beams and a plurality of transverse brackets which are sequentially connected in sequence to form a peripheral framework, and the transverse brackets are welded and fixed between the side beams or the vertical beams and the partition plate.

3. The inner lacing wire sewage treatment water tank of claim 2, wherein a side plate is arranged on the inner side of the biochemical treatment tank, the vertical beam is fixed on the side plate, and the vertical beam is not in contact with the bottom plate of the biochemical treatment tank.

4. The inner lacing wire sewage treatment water tank of claim 2, wherein a water pipe is fixed on the transverse bracket of the sedimentation tank.

5. The inner lacing wire sewage treatment water tank of claim 1, wherein an inner ladder is fixed between two adjacent partition plates in the settling tank.

6. The inner tie bar sewage treatment tank of claim 1 wherein the bottom of the sedimentation tank is supported and fixed with a sedimentation bucket through a triangular brace, the top of the sedimentation bucket is welded and fixed with the steel beam and/or the partition plate, and the triangular brace is positioned below a welding point of the sedimentation bucket and the steel beam and is not in contact with the welding point.

7. The inner tie bar sewage treatment tank according to claim 2 wherein the plurality of partitions includes a first longitudinal partition fixed between the vertical beams in the biochemical treatment tank, the biochemical treatment tank is partitioned by the first longitudinal partition to form a biochemical chamber and an electric control room, a second longitudinal partition fixed between the vertical beams in the biochemical chamber, the biochemical treatment tank in the biochemical chamber is partitioned by the second longitudinal partition to form the aerobic tank and the anaerobic settling zone, a third transverse partition fixed between the vertical beams in the anaerobic settling zone, and the anaerobic settling zone and the second longitudinal partition are partitioned by the third transverse partition to form the anaerobic tank and the settling tank.

8. The inner tie bar sewage treatment tank of claim 1 wherein the outer side of the tank wall is a flat tank wall, and the inner side of the flat tank wall is fixed to the steel beam by welding.

9. The inner tendon sewage treatment tank of claim 3 wherein the bottom plate is at least 10mm lower than the side plates.

10. The inner lacing wire sewage treatment water tank of claim 1, wherein the top of the biochemical treatment tank is provided with a sampling port.

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