CN218176702U - On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion - Google Patents
On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion Download PDFInfo
- Publication number
- CN218176702U CN218176702U CN202221349070.4U CN202221349070U CN218176702U CN 218176702 U CN218176702 U CN 218176702U CN 202221349070 U CN202221349070 U CN 202221349070U CN 218176702 U CN218176702 U CN 218176702U
- Authority
- CN
- China
- Prior art keywords
- storage tank
- fixedly connected
- connecting block
- outside
- pressure
- 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
Images
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The utility model relates to an ellipsoid type storage tank pressure-bearing changeover portion field assembly mould, place the platform including cement, the top fixedly connected with bottom plate that the platform was placed to cement, the bottom plate is kept away from one side fixedly connected with oblique parallels that cement placed the platform, the outside of oblique parallels is provided with the pillar, reinforcing apparatus has been placed to the outside of pillar, reinforcing apparatus includes fixed connection in the outside first connecting block of pillar, the bottom fixedly connected with nut of first connecting block, the inside threaded connection of nut has the screw pole, the outside threaded connection of screw pole has the anchor strut, the outside swing joint of anchor strut has the stopper, the outside fixedly connected with diagonal brace of pillar. This ellipsoid type storage tank pressure-bearing changeover portion field assembly mould, every combination self also can be fixed for adjust elevation and levelness when the pressure-bearing changeover portion field assembly, can be general each other moreover, improved work efficiency, reduced construction cost, shortened construction cycle.
Description
Technical Field
The utility model relates to an ellipsoid type storage tank technical field specifically is an ellipsoid type storage tank pressure-bearing changeover portion field assembly mould.
Background
The ellipsoidal large-scale low-pressure storage tank is positioned in a dirty oil tank group, the demand of people on energy in production and life in modern society is larger and larger, so with the rapid development of national economy, the problem of oil storage is more and more emphasized naturally, in recent years, the usage amount of crude oil in China is increased rapidly year by year, the capacity and pressure of a crude oil storage tank, a finished oil tank and the like are continuously expanded while a production device is developed towards large scale, and the large-scale oil tank has the advantages of steel material saving, investment saving, small occupied area, few accessories, simple pipe network, low operation cost and the like, so that the large scale of the capacity of a single tank becomes an inevitable trend, the large scale of the fixed-top storage tank is realized, and the structure running, the stress performance, the manufacturing and mounting process and the like of the tank top of the large-scale oil storage tank become a new topic for people.
The ellipsoid-shaped storage tank is widely applied at present, so that a complete ellipsoid-shaped storage tank with an aluminum partition plate is formed, but the existing low-pressure storage tank pressure-bearing transition section and the existing ellipsoid-shaped storage tank cannot be skylight-opened at the top of the tank like an ordinary steel storage tank, the installation requirement of the low-pressure vault tank cannot be met by the construction of an ordinary flip-chip method, the operation is inconvenient, the social requirement cannot be met, and the problem is solved by providing a field assembly mould for the pressure-bearing transition section of the ellipsoid-shaped storage tank.
SUMMERY OF THE UTILITY MODEL
To prior art not enough, the utility model provides an ellipsoid type storage tank pressure-bearing changeover portion field assembly mould possesses the advantage such as installation of being convenient for, has solved low pressure storage tank pressure-bearing changeover portion and ellipsoid type and has stored up and can not open the skylight at the tank deck portion like general steel storage tank, and general flip-chip method construction can not satisfy the problem of low pressure vault jar installation requirement.
In order to achieve the above object, the utility model provides a following technical scheme: the on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank comprises a cement placing table, wherein the top of the cement placing table is fixedly connected with a bottom plate, one side, away from the cement placing table, of the bottom plate is fixedly connected with an inclined sizing block, a supporting column is arranged outside the inclined sizing block, and a reinforcing device is arranged outside the supporting column;
the reinforcing device comprises a first connecting block fixedly connected to the outer portion of the pillar, a nut is fixedly connected to the bottom of the first connecting block, a screw rod is connected to the inner thread of the nut, a reinforcing rod is connected to the outer thread of the screw rod, a limiting block is movably connected to the outer portion of the reinforcing rod, an inclined supporting rod is fixedly connected to the outer portion of the pillar, and a ring beam is fixedly connected to the top of the pillar.
Furthermore, the connection mode of pillar and bracing strut is the welding, the appearance of pillar is the cylinder.
Further, the outside threaded connection of lead screw has the second connecting block, the thickness of second connecting block is the same with first connecting block.
Further, threaded openings are formed in the first connecting block, the second connecting block and the reinforcing rod, and the screw rod is matched with the threaded openings.
Furthermore, a limiting opening is formed in the limiting block, and the reinforcing rod is matched with the limiting opening.
Furthermore, the bottom of the inclined stay bar is fixedly connected with the fixing rod.
Compared with the prior art, the technical scheme of the application has the following beneficial effects:
the mold for assembling the pressure-bearing transition section of the ellipsoidal storage tank on site comprises struts, diagonal braces, ring beams and the like, when the mold is used, the assembly size of the transition section is marked on an upper bottom plate of the storage tank according to the size of the transition section, the longitudinal seam position line and the central line of the transition section are marked, the struts are welded with the bottom plate of the storage tank, the bottom of the support is reinforced by rib plates, the diagonal braces are connected with the ring beams at the upper openings, and finally, after all the struts are installed, the horizontal elevation of the upper openings is adjusted to be kept at the same horizontal line. And adjusting the upper openings of all the clamping tools to the same horizontal elevation so as to assemble the pressure-bearing transition sections, sequentially carrying out field assembly on the pressure-bearing transition sections, and then adjusting the sizes according to design requirements to meet the assembly requirements.
Drawings
FIG. 1 is a sectional view of the present invention;
FIG. 2 is a front view of the present invention;
fig. 3 is an enlarged schematic structural diagram of a shown in fig. 1 according to the present invention.
In the figure: 1 cement placing table, 2 bottom plates, 3 oblique sizing blocks, 4 pillars, 5 reinforcing devices, 501 first connecting blocks, 502 nuts, 503 screw rods, 504 second connecting blocks, 505 reinforcing rods, 506 limiting blocks, 6 oblique supporting rods, 7 ring beams and 8 fixing rods.
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.
Referring to fig. 1 to 3, in the embodiment, the on-site assembling mold for the pressure-bearing transition section of the ellipsoidal storage tank includes a cement placing table 1, a bottom plate 2 is fixedly connected to the top of the cement placing table 1, an inclined pad iron 3 is fixedly connected to one side of the bottom plate 2 away from the cement placing table 1, a pillar 4 is arranged outside the inclined pad iron 3, the pillar 4 and the inclined strut 6 are connected by welding, and the pillar 4 is cylindrical.
It should be noted that, the pillars 4 are welded to the bottom plate of the storage tank, the bottom is reinforced by a rib plate, the upper openings of the diagonal braces 6 are connected by a ring beam 7, and finally, after all the pillars 4 are installed, the horizontal elevation of the upper openings is adjusted to be kept at the same horizontal line.
In this embodiment, the reinforcing device 5 is placed to the outside of pillar 4, and reinforcing device 5 includes fixed connection in the outside first connecting block 501 of pillar 4, and the bottom fixedly connected with nut 502 of first connecting block 501, the outside threaded connection of lead screw 503 has second connecting block 504, and second connecting block 504 is the same with the thickness of first connecting block 501.
In this embodiment, the internal thread of the nut 502 is connected with a screw rod 503, the external thread of the screw rod 503 is connected with a reinforcing rod 505, the external movable connection of the reinforcing rod 505 is connected with a limit block 506, the external fixed connection of the strut 4 is connected with an inclined strut 6, the top of the strut 4 is fixedly connected with a ring beam 7, the first connecting block 501, the second connecting block 504 and the reinforcing rod 505 are all provided with screw openings, and the screw rod 503 is matched with the screw openings.
In this embodiment, the inside of stopper 506 has been seted up spacing mouthful, and anchor strut 505 and spacing mouthful looks adaptation, the bottom fixed connection of diagonal brace 6 in dead lever 8, and the appearance of stopper 506 is the cuboid.
The working principle of the above embodiment is as follows:
1. when the whole structure needs to be reinforced in use, the screw rod 503 is fixed to the screw ports inside the first connecting block 501, the second connecting block 504 and the reinforcing rod 505, and then the screw rod is detached by the reverse method.
2. When the mould is used, firstly, according to the size of the transition section, the assembly size of the transition section is marked on an upper bottom plate of a storage tank, the position line and the center line of the longitudinal seam of the transition section are marked, the support 4 is welded with the bottom plate of the storage tank, the bottom of the support is reinforced by a rib plate, the upper openings of the inclined support rods 6 are connected by the ring beam 7, and finally, after all the support 4 are installed, the horizontal elevation of the upper openings is adjusted to be kept at the same horizontal line. And adjusting the upper openings of all the clamping tools to the same horizontal elevation so as to assemble the pressure-bearing transition sections, sequentially carrying out field assembly on the pressure-bearing transition sections, and then adjusting the sizes according to design requirements to meet the assembly requirements.
It should be noted that, in this document, relational terms such as first and second, and the like are 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. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an ellipsoid type storage tank pressure-bearing changeover portion field assembly mould, places platform (1) including cement, its characterized in that: the top of the cement placing table (1) is fixedly connected with a bottom plate (2), one side, away from the cement placing table (1), of the bottom plate (2) is fixedly connected with an inclined sizing block (3), a supporting column (4) is arranged outside the inclined sizing block (3), and a reinforcing device (5) is placed outside the supporting column (4);
reinforcing apparatus (5) are including fixed connection in the outside first connecting block (501) of pillar (4), the bottom fixedly connected with nut (502) of first connecting block (501), the internal thread of nut (502) is connected with lead screw (503), the external thread of lead screw (503) is connected with anchor strut (505), the outside swing joint of anchor strut (505) has stopper (506), the outside fixedly connected with diagonal brace (6) of pillar (4), the top fixedly connected with girt (7) of pillar (4).
2. The on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank, according to claim 1, is characterized in that: the connecting mode of the support column (4) and the inclined supporting rod (6) is welding, and the appearance of the support column (4) is a cylinder.
3. The on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank, according to claim 1, is characterized in that: the outer thread of the screw rod (503) is connected with a second connecting block (504), and the thickness of the second connecting block (504) is the same as that of the first connecting block (501).
4. The on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank as claimed in claim 1, wherein: threaded openings are formed in the first connecting block (501), the second connecting block (504) and the reinforcing rod (505), and the screw rod (503) is matched with the threaded openings.
5. The on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank, according to claim 1, is characterized in that: the inside of stopper (506) has seted up spacing mouth, stiffener (505) and spacing mouthful looks adaptation.
6. The on-site assembling mould for the pressure-bearing transition section of the ellipsoidal storage tank, according to claim 1, is characterized in that: the bottom of the inclined supporting rod (6) is fixedly connected with the fixing rod (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221349070.4U CN218176702U (en) | 2022-05-31 | 2022-05-31 | On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221349070.4U CN218176702U (en) | 2022-05-31 | 2022-05-31 | On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218176702U true CN218176702U (en) | 2022-12-30 |
Family
ID=84610078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221349070.4U Active CN218176702U (en) | 2022-05-31 | 2022-05-31 | On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218176702U (en) |
-
2022
- 2022-05-31 CN CN202221349070.4U patent/CN218176702U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105926775A (en) | Novel concrete-filled steel tube beam column joint | |
| CN218176702U (en) | On-spot equipment mould of ellipsoid type storage tank pressure-bearing changeover portion | |
| CN107165274A (en) | A kind of many high-rise assembled modularization Self-resetting steel construction H profile steel post frame systems | |
| CN213062581U (en) | Steel bar truss building carrier plate convenient to construction | |
| CN211143501U (en) | High-strength steel pipe concrete composite column | |
| CN208137186U (en) | Assembling truss type light steel frame-punching sheet metal-Combined concrete wall | |
| CN209260922U (en) | Band girder rib laminated floor slab pre-tensioning system connecting joint structure | |
| CN102041849A (en) | Double-angle spliced buckling-restrained brace | |
| CN214992987U (en) | Single-box multi-chamber corrugated steel web box girder suitable for incremental launching bridge | |
| CN213805845U (en) | Steel frame structure of steel structure building intermediate column | |
| CN213234262U (en) | Aluminum alloy template supports fixing device | |
| CN104060762A (en) | L-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN110469130B (en) | Pipe truss girder and pipe truss column flange plate mounting die and mounting method | |
| CN109594718B (en) | Prefabricated standard splicing piece and assembled reinforced concrete column using same | |
| CN208633313U (en) | Assembling truss type light steel frame-steel mesh-Combined concrete wall | |
| CN219340505U (en) | Outer lifting tool for ellipsoidal large-scale low-pressure storage tank | |
| CN208202225U (en) | Assembled sash type light steel frame-punching sheet metal-foamed concrete faced wall | |
| CN109594717B (en) | Prefabricated standard splicing piece-based assembled reinforced concrete column construction process | |
| CN208267162U (en) | Assembled sash type light steel frame-steel mesh-foamed concrete faced wall | |
| CN112267569A (en) | Connecting joint of steel column top and profiled steel plate concrete composite slab and construction method | |
| CN206144132U (en) | Aluminum alloy template assembly system for building | |
| CN211286278U (en) | Concrete design combination beam structure | |
| CN220058486U (en) | Assembled steel pipe concrete composite carbon net barrel reinforced steel bar truss floor support plate | |
| CN220203007U (en) | RCS structure multi-elevation steel girder combined structure | |
| CN216382127U (en) | Steel member with firmly-connected panels |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |