CN218609440U - Packing layer supporting structure - Google Patents

Abstract

The utility model provides a packing layer bearing structure, including a supporting beam, distance board and omega template, it is inside to prop up the fixed tower body of supporting beam, the distance board welding is in a supporting beam lower part, and is connected by an omega template in the middle of per two supporting beams, omega template left end has the couple to pass the hole on the left side distance board, omega template right-hand member bolt passes the hole on the right side distance board. When unloading, the bolt end only needs to press down the bolt with the hand in the lower part with the workman, and omega-shaped board is vertical state after empting owing to losing the right-hand member fixed, then the filler of upper portion support just can be dismantled and put down, when having solved and unloading, still need dismantle the trouble of traditional grid simultaneously, has avoided this flow unnecessary intensity of labour, has obtained the beneficial effect of using manpower sparingly cost and time cost.

Description

Packing layer supporting structure

Technical Field

The utility model relates to a packed tower technical field especially relates to a packing layer bearing structure.

Background

The packed tower is a mass transfer device which takes the packing in the tower as a gas-liquid two-phase contact member, and the packing is generally arranged in a regular stacking or scattered stacking mode. The support device of the filler is arranged at the bottom of the filler layer and is used for preventing the filler from falling through the support device, and the support device of the filler needs to ensure enough aperture ratio to enable gas-liquid two phases to freely pass through.

However, in this structure, the upper grid needs to be taken out first to disassemble the lower grid when the lower grid is disassembled, so that the filler is replaced, and the method for disassembling the upper grid causes the replacement of the filler to be slow and consume manpower, which wastes time cost and labor cost.

It is therefore desirable to design a packing layer support structure that addresses the above-mentioned problems.

SUMMERY OF THE UTILITY MODEL

Not enough to exist among the prior art, the utility model provides a packing layer bearing structure, it has solved the problem that dismantlement is difficult, dismantle slowly when unloading that exists among the prior art.

According to the technical scheme of the utility model, a packing layer bearing structure, including a supporting beam, distance plate and omega template, it is inside to prop up supporting beam fixed tower body, distance plate fixed connection is in every supporting beam's lower part, and is provided with the elastic omega template that has of arranging side by side between per two adjacent supporting beams, seted up on the distance plate with the hole of omega template one end joint, the other end and the corresponding of omega template the distance plate rotates to be connected.

The technical principle of the utility model is that: when the operation workman need unload at every turn, because omega template has elasticity, can press down the bolt on the hole at distance plate right side portion with the hand, then omega template left end couple inwards impels one section, drop when the bolt end, can't fix the right-hand member of omega template, because whole omega template has elasticity, use the round pin axle to empty because of gravity rotates downwards as the center, be vertical state after empting, then the filler that the top supported can be let out, at last the bottom of the tower with all pack once all unload can, replaced original grid formula support mode with omega template and supporting beam, need not demolish in the lump together with bearing structure when unloading, avoid the trouble of dismantling layer upon layer, thereby greatly reduced the time of dismantling.

Compared with the prior art, the utility model discloses following beneficial effect has: through having adopted omega type stainless steel sheet, only need the staff to press down bolt department when dismantling, make omega type board drop on one side, the filler can be lifted off easily, when having solved and unloading, still need dismantle the trouble of traditional grid simultaneously, avoided unnecessary work operation of this flow, change the problem that the filler is inefficiency. The existing dismounting mode does not need to dismount the structure for supporting the filler, so that the time required by the discharging operation is greatly reduced, and the beneficial effects of saving the labor cost and the time cost are achieved.

Drawings

Fig. 1 is a schematic top view of the embodiment of the present invention.

Fig. 2 isbase:Sub>A schematic structural view ofbase:Sub>A cross section along the directionbase:Sub>A-base:Sub>A of the present invention.

Fig. 3 isbase:Sub>A schematic view ofbase:Sub>A cross-sectional structure of the embodiment of the present invention along the directionbase:Sub>A-base:Sub>A with the L-shaped hook as the axis.

In the above drawings: 1. a support beam; 2. a distance plate; 3. hooking; 4. an omega-shaped plate; 5. a bolt; 6. and (7) a pin shaft.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

The technical solution of the present invention will be further explained with reference to the accompanying drawings and embodiments.

As shown in fig. 1, the embodiment of the utility model provides a packing layer bearing structure is provided, including a supporting beam 1, distance plate 2 and omega template 4, it is inside that supporting beam 1 fixes the tower body, distance plate 2 fixed connection is in every supporting beam 1's lower part, and is provided with between every two adjacent supporting beam 1 and arranges side by side have elastic omega template 4, distance plate 2 go up seted up with the hole of 4 one end joints of omega template, omega template 4's the other end and corresponding distance plate 2 rotates and connects.

The specific operation flow is as follows: when the operation workman need unload at every turn, because omega type board has elasticity, can press down the bolt on the hole at distance plate right side portion with the hand, then omega type board left end couple inwards impels one section, drop when the bolt end, can't fix the right-hand member of omega type board, because whole omega type board has elasticity, use the round pin axle as the center and empty because of gravity downwardly rotating, be vertical state after empting, then the filler that the top supported can be let out, at last the bottom of the tower with all filler once all unload can, this kind of dismantlement mode of present use owing to need not dismantle the structure that supports the filler, thereby greatly reduced the required time of the operation of unloading, the beneficial effect of manpower cost and time cost has been saved has been obtained.

As shown in fig. 1, a pin is preferably disposed between the Ω -shaped board and the distance plate. When the bolt end drops, because omega template right-hand member breaks away from fixedly, whole omega template can use the round pin axle as the center and because of gravity rotation is emptyd downwards, is vertical state after emptying.

As shown in fig. 2, preferably, an L-shaped hook is arranged at one end of the omega-shaped plate, the hook is clamped in the hole, clamping portions are further respectively arranged at two ends of the omega-shaped plate, and the clamping portions are located at inner sides of the two distance plates. When the latch end is guaranteed to drop by the hook, the omega-shaped plate is toppled downwards leftwards by taking the hook of the L-shaped plate as the shaft under the action of gravity, and finally is in a vertical state, and when the clamping part guarantees that the filler is too heavy, two ends of the omega-shaped plate cannot extend outwards continuously.

As shown in fig. 3, the omega-shaped plate is preferably a stainless steel thin plate and is provided with evenly arranged small holes. The stainless steel sheet can ensure enough strength to support the filler, and the even holes can ensure enough aperture ratio of the weight of the filler layer during the supporting operation, so that gas and liquid phases can freely pass through.

As shown in fig. 3, the support beams are preferably arranged in parallel in the longitudinal direction. The positioning of the distance plates and the installation of the omega-shaped plates are facilitated.

As shown in fig. 3, the Ω -shaped plates are preferably arranged on the distance plates in a staggered manner. Because the bolt end needs to be pressed down when unloading, and the bolt end is avoided from the hook end.

As shown in fig. 1, the holes of the distance plates correspond to each other left and right and are located at respective central positions. The hole on the distance plate of both ends, one end is the bolt hole, and the other end is L type couple bayonet socket, controls to correspond and can guarantee between two parties that omega-shaped plate is unlikely to the slope.

Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.

Claims (8)

1. A packing layer supporting structure is characterized in that: including a supporting beam, distance plate and omega template, inside a supporting beam fixed tower body, distance plate fixed connection is in every supporting beam's lower part, and is provided with the elastic omega template that has of arranging side by side between every two adjacent supporting beams, seted up on the distance plate with the hole of omega template one end joint, the other end and the corresponding of omega template the distance plate rotates to be connected.

2. The packing layer support structure of claim 1, wherein: and a pin shaft is arranged between the omega-shaped plate and the distance plate.

3. The packing layer support structure of claim 1, wherein: one end of the omega-shaped plate is provided with an L-shaped hook, the hook is clamped in the hole, the two ends of the omega-shaped plate are respectively provided with a clamping part, and the clamping parts are positioned on the inner sides of the two distance plates.

4. The packing layer support structure of claim 1, wherein: the omega-shaped plate is provided with small holes which are uniformly distributed.

5. The packing layer support structure of claim 2, wherein: the omega-shaped plate is a stainless steel thin plate.

6. The packing layer support structure of claim 1, wherein: the support beams are all arranged in parallel in the length direction.

7. The packing layer support structure of claim 1, wherein: the omega-shaped plates are arranged on the distance plates in a staggered mode.

8. The packing layer support structure of claim 1, wherein: the holes of the distance plates correspond to each other left and right and are located at respective central positions.

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