CN219732967U - Desulfurizing absorption tower wall additional strengthening - Google Patents
Desulfurizing absorption tower wall additional strengthening Download PDFInfo
- Publication number
- CN219732967U CN219732967U CN202321293631.8U CN202321293631U CN219732967U CN 219732967 U CN219732967 U CN 219732967U CN 202321293631 U CN202321293631 U CN 202321293631U CN 219732967 U CN219732967 U CN 219732967U
- Authority
- CN
- China
- Prior art keywords
- absorption tower
- web
- tower wall
- welding
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010521 absorption reaction Methods 0.000 title claims abstract description 46
- 238000005728 strengthening Methods 0.000 title claims abstract description 12
- 230000003009 desulfurizing effect Effects 0.000 title claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 33
- 238000006477 desulfuration reaction Methods 0.000 claims abstract description 10
- 230000023556 desulfurization Effects 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 33
- 230000002035 prolonged effect Effects 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000005260 corrosion Methods 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 5
- 238000009825 accumulation Methods 0.000 description 4
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Treating Waste Gases (AREA)
Abstract
The utility model relates to a tower wall reinforcing structure of a desulfurization absorption tower, which comprises a plurality of reinforcing rib structures arranged on the tower wall at the outer side of the absorption tower, wherein each reinforcing rib structure comprises an end panel welded on the tower wall at the outer side of the absorption tower, a web plate is welded on each end panel, and a plurality of reinforcing rib plates are welded at the bottom ends of the web plates along the circumferential direction of the absorption tower; can avoid causing strengthening rib ponding or piling up debris under conditions such as raining under the condition of strengthening absorption tower structural strength.
Description
Technical Field
The utility model relates to a tower wall reinforcing structure of a desulfurization absorption tower, and belongs to the technical field of absorption tower reinforcing structures.
Background
The limestone-gypsum wet desulfurization technology is generally adopted in the thermal power plant, the absorption tower is an important device in the technology, the absorption tower is generally of a round tank structure, the tank is generally formed by welding after being rolled by a carbon steel plate, and a whole circle of reinforcing ribs are welded on the outer side of the tank, so that the structure and the rigidity of the tank are reinforced.
Because the absorption towers are basically arranged in the open air, and water accumulation grooves are formed between the conventional reinforcing ribs and the tower walls of the absorption towers, sundries, rainwater and the like are easily accumulated in the grooves by the reinforcing ribs in actual operation, and if drain holes are formed in the grooves, water flows to the tower walls to influence civilization and sanitation of the tower walls; and after the time is prolonged, the water outlet is easy to be blocked, the water is not smoothly discharged in rainy and snowy days, and the joint of the reinforcing rib and the tower wall can be corroded over time, so that the structural strength of the absorption tower is affected.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model provides a tower wall reinforcing structure of a desulfurization absorption tower, which can prevent water accumulation or sundries accumulation of reinforcing ribs under the conditions of raining and the like under the condition of reinforcing the structural strength of the absorption tower.
The technical scheme of the utility model is as follows:
the utility model provides a desulfurization absorption tower wall additional strengthening, is including setting up in a plurality of strengthening rib structures of absorption tower outside tower wall, the strengthening rib structure is including welding in the end plate of absorption tower outside tower wall, the welding has the web on the end plate, the web bottom has a plurality of deep floor along absorption tower circumferential weld.
Wherein, the thickness of the reinforcing rib plate is not more than the thickness of the web plate.
The upper end and the lower end of the end plate are fully welded with the wall plate of the absorption tower, the height of the welding seam is not lower than the thickness of the end plate, and the welding angle is larger than 30 degrees.
The web is perpendicularly welded to the middle of the end panel, the height of the welding seam is not lower than the thickness of the web, and the welding angle is 45 degrees.
Wherein, a plurality of the reinforcing ribs are partitioned along one circle of the tower wall, and each layer of reinforcing ribs can be divided into 4-8 areas according to the diameter of the absorption tower.
The utility model has the following beneficial effects:
the device adopts the end plate and web plate forms to reinforce the structure and rigidity of the tank body, solves the structure of the water accumulation tank in the original structure, simultaneously does not need to be perforated on the web plate, can automatically outflow rainwater and the like, avoids the situation that the original form needs to be perforated on the web plate, and influences the reinforcing strength if too many holes are formed; meanwhile, as the web plate has a certain width, outflow rainwater and the like cannot drip on the tower wall, and the influence on civilized sanitation of the tower wall is avoided.
A plurality of reinforcing rib plates are added below the web plate of the T-shaped structure along the whole circle of the absorption tower, so that the whole body can be ensured to have enough supporting strength.
The upper end and the lower end of the end plate of the T-shaped structure are fully welded with the wall plate of the absorption tower, the height of a welding seam is not lower than the thickness of the end plate, the angle is larger than 30 degrees, the enough welding strength of the end plate and the tower wall can be ensured, meanwhile, rainwater can be prevented from accumulating at the welding seam, and corrosion is caused after the time is prolonged.
The web and the end plate of the T-shaped structure are welded vertically and centrally, the height of the welding seam is not lower than the thickness of the web, the angle is 45 degrees, enough welding strength of the web and the end plate can be ensured, meanwhile, rainwater can be prevented from accumulating at the welding seam, and corrosion is caused after the time is prolonged.
The reinforcing ribs are divided into a plurality of areas along one circle of the tower wall, each layer of reinforcing ribs can be divided into 4-8 areas according to the diameter of the absorption tower, and the areas can ensure better drainage of rainwater and the like.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
fig. 2 is an enlarged view of fig. 1 at a in accordance with the present utility model.
The reference numerals in the drawings are as follows:
1. an absorption tower; 2. an end panel; 3. a web; 4. reinforcing rib plates.
Detailed Description
The utility model will now be described in detail with reference to the drawings and to specific embodiments.
Referring to fig. 1 and 2, the utility model provides a technical scheme:
the utility model provides a desulfurization absorption tower wall reinforced structure, including setting up in a plurality of strengthening rib structures of the outside tower wall of absorption tower 1, the strengthening rib structure is including welding in the end plate 2 of the outside tower wall of absorption tower 1, the last web 3 that has welded of end plate 2, web 3 perpendicular welding is in the middle part of end plate 2, web 3 and end plate 2 are whole "T" shape structure, the end plate 2 of "T" shape structure hugs closely absorption tower 1, web 3 is kept away from the absorption tower outwards to set up and forms the panel that can supply rainwater etc. to spill automatically, can avoid the ponding groove that conventional strengthening rib and absorption tower 1 formed, and do not need the trompil to supply the rainwater to pass through on the web 3, the rainwater drip is automatic outwards to slide on web 3 and falls, thereby avoid the trompil too to influence the reinforcing strength; meanwhile, as the web plate 3 has a certain width, rainwater and the like can not drip on the tower wall, thereby affecting the civilized sanitation of the tower wall; the height of the welding seam is not lower than the thickness of the web plate 3, and the welding angle is 45 degrees, so that the web plate 3 and the end panel 2 can be ensured to have enough welding strength, rainwater can be prevented from accumulating at the welding seam, and corrosion is caused after the time is prolonged; the bottom end of the web plate 3 is welded with a plurality of reinforcing rib plates 4 along the circumferential direction of the absorption tower 1, and the thickness of the reinforcing rib plates 4 is not more than that of the web plate 3, so that sufficient supporting strength can be ensured.
Specifically, the upper end and the lower end of the end plate 2 and the wall plate of the absorption tower 1 are fully welded, the height of a welding line is not lower than the thickness of the end plate 2, and the welding angle is larger than 30 degrees, so that the end plate 2 and the tower wall of the absorption tower 1 can be ensured to have enough welding strength, rainwater can be prevented from accumulating at the welding line, and corrosion is caused after the time is prolonged.
Further, the web 3 is vertically welded at the middle part of the end panel 2, the height of the welding seam is not lower than the thickness of the web 3, and the welding angle is 45 degrees, so that the web 3 and the end panel 2 can be ensured to have enough welding strength, rainwater can be prevented from accumulating at the welding seam in the same way, and corrosion is caused after the time is prolonged.
Further, the reinforcing ribs are spaced along the circumferential direction of the tower wall, and each layer of reinforcing rib structure can be divided into 4-8 areas according to the diameter of the absorption tower 1.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (5)
1. A desulfurization absorption tower wall reinforced structure which characterized in that: including setting up in a plurality of strengthening rib structures of absorption tower (1) outside tower wall, strengthening rib structure is including welding in the end plate (2) of absorption tower (1) outside tower wall, the welding has web (3) on end plate (2), web (3) bottom has a plurality of deep floor (4) along absorption tower (1) circumferential weld.
2. The desulfurization absorption tower wall reinforcing structure according to claim 1, wherein: the thickness of the reinforcing rib plate (4) is not larger than that of the web plate (3).
3. The desulfurization absorption tower wall reinforcing structure according to claim 2, wherein: the upper end and the lower end of the end panel (2) are fully welded with the wall plate of the absorption tower (1), the height of the welding seam is not lower than the thickness of the end panel (2), and the welding angle is more than 30 degrees.
4. A desulfurizing absorption tower wall reinforcing structure according to claim 3, wherein: the web (3) is vertically welded to the middle of the end panel (2), the height of a welding seam is not lower than the thickness of the web (3), and the welding angle is 45 degrees.
5. The desulfurization absorption tower wall reinforcing structure according to claim 4, wherein: the reinforcing ribs are partitioned along one circle of the tower wall, and each layer of reinforcing rib structure can be divided into 4-8 regions according to the diameter of the absorption tower (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321293631.8U CN219732967U (en) | 2023-05-25 | 2023-05-25 | Desulfurizing absorption tower wall additional strengthening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321293631.8U CN219732967U (en) | 2023-05-25 | 2023-05-25 | Desulfurizing absorption tower wall additional strengthening |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219732967U true CN219732967U (en) | 2023-09-22 |
Family
ID=88054033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321293631.8U Active CN219732967U (en) | 2023-05-25 | 2023-05-25 | Desulfurizing absorption tower wall additional strengthening |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219732967U (en) |
-
2023
- 2023-05-25 CN CN202321293631.8U patent/CN219732967U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106218652B (en) | A kind of trolley coach condensate water discharging slot structure and floor | |
| CN219732967U (en) | Desulfurizing absorption tower wall additional strengthening | |
| CN115748411A (en) | Steel box girder tuyere structure, steel box girder bridge and steel box girder bridge drainage system | |
| CN217840323U (en) | Container, especially container for transporting goods | |
| CN106400931A (en) | Along-river dirt-carrying flexible sewage regulating reservoir | |
| CN211285828U (en) | Assembled life and fire water tank | |
| CN106865774B (en) | rainwater purification system based on building vertical greening | |
| CN201872759U (en) | Urban rail stainless steel vehicle air-condition drain tank structure | |
| CN206090714U (en) | Stainless steel stamping arc rib type water tank | |
| CN207361044U (en) | A kind of container top surface structure with drain function | |
| CN219772697U (en) | Bridge floor drainage pipeline system | |
| CN213062657U (en) | Auxiliary siphon type drainage channel structure | |
| CN211233115U (en) | Central air conditioning host computer shower water collection cyclic utilization device | |
| CN216475964U (en) | Gymnasium roofing anti-overflow flows drainage expansion joint structure | |
| CN216156988U (en) | Passive ultralow-energy-consumption dry-operation flat roof slope-finding heat-insulation waterproof integrated eaves gutter | |
| CN216690132U (en) | Novel membrane structure water tank node | |
| CN221372700U (en) | Special-shaped rainwater hopper and water falling system | |
| CN214246000U (en) | Road rainwater accumulation type polygonal pipeline | |
| CN214117276U (en) | Architectural design roof eaves mouth waterproof construction | |
| CN221972838U (en) | Drainage structure for roof of steel structure factory building | |
| CN215054657U (en) | Mounting structure of building siphon rainwater system | |
| CN217460987U (en) | Micro drainage structure | |
| CN220167649U (en) | Precipitation engineering steel pipe water tower | |
| CN220284972U (en) | Prefabricated escape canal of highway | |
| CN220834542U (en) | Backwater overflow device for spray tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |