CN210392225U - Full-sealed box type floating disc structure without main beam - Google Patents
Full-sealed box type floating disc structure without main beam Download PDFInfo
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- CN210392225U CN210392225U CN201921130232.3U CN201921130232U CN210392225U CN 210392225 U CN210392225 U CN 210392225U CN 201921130232 U CN201921130232 U CN 201921130232U CN 210392225 U CN210392225 U CN 210392225U
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Abstract
The utility model relates to a girder-free full-sealed box type floating plate structure, which comprises a first floating box group and a second floating box group which are distributed at intervals at the front and the back; the first buoyancy tank group includes a plurality of first buoyancy tank base units arranged in a row; the second buoyancy tank group comprises a plurality of second buoyancy tank basic units and a plurality of supporting units which are arranged in a row, wherein one supporting unit is distributed at every two second buoyancy tank basic units; the first buoyancy tank basic units and the second buoyancy tank basic units are distributed in a staggered mode, the front and the rear of each supporting unit are respectively provided with one first buoyancy tank basic unit, the adjacent first buoyancy tank basic units and the adjacent second buoyancy tank basic units are connected through angle plates and bolts, and each supporting unit and the adjacent first buoyancy tank basic units are connected through bolts and supporting end plates. The connection mode of flotation tank and flotation tank is more simple and convenient among the above-mentioned scheme, and is accurate, and sealing performance is better, and bulk strength is big, is no girder construction moreover, assembles more swift novel, complete technical scheme.
Description
Technical Field
The utility model relates to a connect liquid floating plate technical field entirely, especially relate to a box floating plate structure of totally enclosed.
Background
At present, connect liquid inside and outside floating plate entirely, the girder structure that uses has following several structural style, is respectively: i-shaped, inverted V-shaped or slot-shaped. The integral framework of the buoyancy element is formed by connecting beams in a structure like a Chinese character 'ji' or an I-shaped structure according to different buoyancy elements. The connecting beam with the n-shaped and I-shaped structures has the problems that the installation and the disassembly are inconvenient, the strength of the whole structure is not enough, and the leakage is caused due to the fact that the lap joint of the buoyancy element, the n-shaped structural beam and the I-shaped structural beam is not tightly sealed (fixed by using rivets or bolts). Especially in the channel configuration, the buoyancy element fixation is extremely unstable and does not provide support to the buoyancy element.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to solve the above-mentioned weak point that exists among the prior art.
In order to achieve the above object, an embodiment of the present invention provides a girder-free fully sealed box type floating plate structure, including a first floating box group and a second floating box group which are distributed at intervals in the front and back; the first pontoon set comprises a plurality of first pontoon base units arranged in a row; the second buoyancy tank group comprises a plurality of second buoyancy tank basic units and a plurality of supporting units which are arranged in a row, wherein one supporting unit is distributed at every two second buoyancy tank basic units; the supporting unit comprises a supporting base, a supporting square pipe, a supporting vertical pipe arranged on the supporting base and a supporting sleeve sleeved on the supporting vertical pipe, wherein the supporting sleeve penetrates through the supporting square pipe, the supporting sleeve and the supporting square pipe are welded into a whole, and supporting end plates which are symmetrical in the front and back directions are arranged on the supporting square pipe; the first buoyancy tank basic unit and the second buoyancy tank basic unit respectively comprise a buoyancy tank, 2 corner plates are welded on the upper surface and the lower surface of each buoyancy tank, and the 2 corner plates are symmetrically welded on the front edge and the rear edge of the upper surface or the lower surface; the first buoyancy tank basic units and the second buoyancy tank basic units are distributed in a staggered mode, the front and the rear of each supporting unit are respectively provided with one first buoyancy tank basic unit, the adjacent first buoyancy tank basic units and the adjacent second buoyancy tank basic units are connected through the angle plates and the bolts, and each supporting unit is connected with the adjacent first buoyancy tank basic units through the bolts and the supporting end plates.
In a possible embodiment, the angle plate is provided with a plurality of screw holes.
In a possible embodiment, the upper edge and the lower edge of the support end plate are each provided with at least two screw holes.
In a possible embodiment, the support sleeve and the support riser are connected by a plug.
In a possible implementation mode, buoyancy tank blocking plates are welded on the left side and the right side of the buoyancy tank.
In a possible embodiment, a leakage detecting hole is further arranged above the buoyancy tank.
The utility model has the advantages that: the connection mode of flotation tank and flotation tank is more simple and convenient, and is accurate, and sealing performance is better, and bulk strength is big, and stable equipment is swift more novel, complete technical scheme. The fully-sealed box-type floating plate is easy and quick to install, low in maintenance cost, particularly suitable for modifying storage tanks and parts to realize modular and standardized production, and good in interchangeability.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is a schematic structural view of a girder-free fully-sealed box-type floating plate structure provided in an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a basic unit of a buoyancy tank according to an embodiment of the present invention;
FIG. 3 is a partial enlarged view of FIG. 2;
fig. 4 is a schematic structural diagram of a buoyancy tank according to an embodiment of the present invention;
fig. 5 is a schematic structural diagram of a supporting unit according to an embodiment of the present invention;
FIG. 6 shows the positional relationship of the support square tube, the support sleeve and the support end plate;
FIG. 7 is an exploded view of FIG. 6;
description of reference numerals:
1-a first buoyancy tank basic unit, 2-a second buoyancy tank basic unit and 3-a supporting unit;
21-buoyancy tank, 22-angle plate, 23-buoyancy tank blocking plate, 221-screw hole, 211-leakage detecting hole,
31-supporting base, 32-supporting vertical pipe, 33-supporting sleeve, 34-supporting square pipe and 35-supporting end plate.
Detailed Description
The terms "first," "second," and the like in the description and in the claims and in the drawings of the present invention are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. Furthermore, the terms "comprises" and "comprising," as well as any variations thereof, are intended to cover a non-exclusive inclusion, such as a list of steps or elements. A method, system, article, or apparatus is not necessarily limited to those steps or elements explicitly listed, but may include other steps or elements not explicitly listed or inherent to such process, system, article, or apparatus.
The technical solution of the present invention will be described in further detail with reference to the accompanying drawings and embodiments.
As shown in fig. 1-7, an embodiment of the present invention provides a box-type floating plate structure without main beam and full sealing, which includes a first floating box set and a second floating box set distributed at intervals in front and back.
The first pontoon set includes a plurality of first pontoon base units 1 arranged in a row.
The second pontoon set includes a plurality of second pontoon base units 2 and a plurality of support units 3 arranged in a row, wherein one support unit 3 is distributed at every two second pontoon base units 2.
The supporting unit 3 comprises a supporting base 31, a supporting square pipe 34, a supporting vertical pipe 32 arranged on the supporting base 31 and a supporting sleeve 33 sleeved on the supporting vertical pipe 32, wherein the supporting sleeve 33 penetrates through the supporting square pipe 34, the supporting sleeve 33 and the supporting square pipe 34 are welded into a whole, and symmetrical supporting end plates 35 are arranged on the supporting square pipe 34.
The first and second buoyancy tank base units 1 and 2 have the same structure, and the second buoyancy tank base unit 2 will be described below as an example, and the second buoyancy tank base unit 2 includes a buoyancy tank 21, two corner plates 22 are welded to the upper and lower surfaces of each buoyancy tank 21, and the two corner plates 22 are symmetrically welded to the front and rear edges of the upper or lower surface.
The first buoyancy tank basic unit 1 and the second buoyancy tank unit 2 are distributed in a staggered mode, namely:
two first buoyancy tank basic units 1 are distributed in front of and behind each second buoyancy tank basic unit 2, and one first buoyancy tank basic unit 1 is distributed in front of and behind each support unit 3.
The adjacent first buoyancy tank base unit 1 and the second buoyancy tank base unit 2 are connected by a gusset and a bolt, and each support unit 3 and the adjacent first buoyancy tank base unit 1 are connected by a bolt and a support end plate 35.
In one example, the gusset 22 defines a plurality of threaded holes 221.
In one example, the upper and lower edges of the support end panel 35 are each provided with two threaded holes that are in the same diameter as the threaded holes 221 in the corner panel 22. It should be understood that the number of screw holes may be varied adaptively according to design requirements.
In one example, support sleeve 33 and support riser 32 are connected by a latch.
In one example, buoyancy tank bulkheads 23 are also welded to the left and right sides of the buoyancy tank 21.
In one example, a leak hole 211 is also provided above the buoyancy tank 21 to monitor the existence of a leak point on the buoyancy tank plate at any time.
The basic unit of the buoyancy tank in the structure is a welded integrally formed structure, the angle plate of each basic unit of the buoyancy tank is provided with a plurality of screw holes, the supporting end plate is also provided with screw holes, and the adjacent basic units of the first buoyancy tank and the second buoyancy tank and the supporting unit and the basic units of the first buoyancy tank are directly fixed through bolts.
The supporting sleeve in the supporting unit is provided with a bolt hole, the supporting sleeve welded with the supporting square pipe into a whole is sleeved on the supporting vertical pipe during use, after the height needing to be fixed is determined, the supporting vertical pipe is punched along the bolt hole, and then the supporting vertical pipe is connected and fixed through a bolt. Therefore, when the floating plate falls to the lowest point, the weight of the whole floating plate can be borne, and the height of the supporting square pipe can be adjusted by a constructor on the construction site according to actual conditions.
The above embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above embodiments are only specific embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (6)
1. A girder-free full-sealed box type floating plate structure is characterized by comprising a first floating box group and a second floating box group which are distributed at intervals from front to back;
the first pontoon set comprises a plurality of first pontoon base units arranged in a row;
the second buoyancy tank group comprises a plurality of second buoyancy tank basic units and a plurality of supporting units which are arranged in a row, wherein one supporting unit is distributed at every two second buoyancy tank basic units;
the supporting unit comprises a supporting base, a supporting square pipe, a supporting vertical pipe arranged on the supporting base and a supporting sleeve sleeved on the supporting vertical pipe, wherein the supporting sleeve penetrates through the supporting square pipe, the supporting sleeve and the supporting square pipe are welded into a whole, and supporting end plates which are symmetrical in the front and back directions are arranged on the supporting square pipe;
the first buoyancy tank basic unit and the second buoyancy tank basic unit respectively comprise a buoyancy tank, 2 corner plates are welded on the upper surface and the lower surface of each buoyancy tank, and the 2 corner plates are symmetrically welded on the front edge and the rear edge of the upper surface or the lower surface;
the first buoyancy tank basic units and the second buoyancy tank basic units are distributed in a staggered mode, the front and the rear of each supporting unit are respectively provided with one first buoyancy tank basic unit, the adjacent first buoyancy tank basic units and the adjacent second buoyancy tank basic units are connected through the angle plates and the bolts, and each supporting unit is connected with the adjacent first buoyancy tank basic units through the bolts and the supporting end plates.
2. The girder-less hermetically sealed floating floor structure of claim 1, wherein the angle plate has a plurality of screw holes formed therein.
3. The girder-less hermetically sealed tank deck structure of claim 1, wherein the support end panels are each provided with at least two screw holes at an upper edge and a lower edge thereof.
4. The spar-free fully enclosed box buoy structure of claim 1, wherein the support sleeves and the support risers are connected by plugs.
5. The girder-less hermetically sealed tank-type floating floor structure of claim 1, wherein floating tank closure plates are welded to left and right sides of the floating tank.
6. The girder-less hermetically sealed tank-type floating floor structure of claim 1, wherein a leak hole is further provided above the floating tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921130232.3U CN210392225U (en) | 2019-07-18 | 2019-07-18 | Full-sealed box type floating disc structure without main beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921130232.3U CN210392225U (en) | 2019-07-18 | 2019-07-18 | Full-sealed box type floating disc structure without main beam |
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| Publication Number | Publication Date |
|---|---|
| CN210392225U true CN210392225U (en) | 2020-04-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921130232.3U Active CN210392225U (en) | 2019-07-18 | 2019-07-18 | Full-sealed box type floating disc structure without main beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111891573A (en) * | 2020-09-29 | 2020-11-06 | 上原石化设备(常州)有限公司 | Storage tank floating roof and construction method thereof |
| CN113734632A (en) * | 2020-05-28 | 2021-12-03 | 中国石油化工股份有限公司 | Full liquid receiving type inner floating disc |
-
2019
- 2019-07-18 CN CN201921130232.3U patent/CN210392225U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113734632A (en) * | 2020-05-28 | 2021-12-03 | 中国石油化工股份有限公司 | Full liquid receiving type inner floating disc |
| CN111891573A (en) * | 2020-09-29 | 2020-11-06 | 上原石化设备(常州)有限公司 | Storage tank floating roof and construction method thereof |
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