CN110924722B - Rectangular water tank with steel structure - Google Patents
Rectangular water tank with steel structure Download PDFInfo
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- CN110924722B CN110924722B CN201911317849.0A CN201911317849A CN110924722B CN 110924722 B CN110924722 B CN 110924722B CN 201911317849 A CN201911317849 A CN 201911317849A CN 110924722 B CN110924722 B CN 110924722B
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- steel frame
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- side wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 243
- 239000010959 steel Substances 0.000 title claims abstract description 243
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title description 10
- 238000010276 construction Methods 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/04—Containers for fluids or gases; Supports therefor mainly of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a steel structure rectangular pool, comprising: the bottom wall of the steel frame is arranged on the foundation; the steel frame side wall is arranged along the circumferential direction of the steel frame bottom wall, is of a columnar structure, and the bottom of the steel frame side wall is connected with the steel frame bottom wall; the steel frame top surface is hollow out form structure, and the steel frame top surface sets up the top at steel frame lateral wall. The steel frame rectangular pool has the beneficial effects that the steel frame rectangular pool is formed by combining the bottom wall of the steel frame, the side wall of the steel frame and the top surface of the steel frame, so that the self weight of the structure can be reduced, the requirement of the steel frame rectangular pool on the basic bearing capacity is low, and the aim of reducing the production cost is fulfilled.
Description
Technical Field
The invention relates to the field of water treatment tanks, in particular to a steel structure rectangular water tank.
Background
The existing water treatment pool is generally an open structure concrete rectangular pool with an unsealed top cover, and the structural form is a concrete structure with rectangular plane formed by combining cantilever concrete walls and concrete bottom plates around. Because the self-weight load of the concrete structure pool is large, the requirement on the basic bearing capacity is high; the concrete structure water tank wall is of a cantilever structure, so that the stress is unreasonable and the manufacturing cost is high; and the casting can only be performed on site, and the construction period is long.
Disclosure of Invention
The invention provides a rectangular water tank with a steel structure, which aims to reduce the requirement of basic bearing capacity.
The technical scheme adopted for solving the technical problems is as follows: a steel structure rectangular pool comprising: the bottom wall of the steel frame is arranged on the foundation; the steel frame side wall is arranged along the circumferential direction of the steel frame bottom wall, is of a columnar structure, and the bottom of the steel frame side wall is connected with the steel frame bottom wall; the steel frame top surface is hollow out form structure, and the steel frame top surface sets up the top at steel frame lateral wall.
Further, the steel frame bottom wall includes: a plurality of steel frame bottom beams are arranged in parallel at intervals; the two adjacent steel frame bottom beams and the two bottom tie beams correspondingly connected form a steel bottom plate laying space together; and the steel bottom plate is arranged in the steel bottom plate laying space.
Further, a support is arranged between the steel frame bottom beam and the foundation.
Further, the steel frame side wall comprises two parallel first steel frame side walls and two parallel second steel frame side walls, the first steel frame side walls and the second steel frame side walls are connected end to form a columnar structure, and side wall steel plates are paved on the first steel frame side walls and the second steel frame side walls.
Further, the first steel frame side wall comprises two steel frame columns and a plurality of steel purlins, the two steel frame columns are arranged at intervals in parallel, and the plurality of steel purlins are arranged between the two steel frame columns at intervals in parallel.
Further, the second steel frame side wall comprises a plurality of steel frame columns and a plurality of steel purlines, the plurality of steel frame columns are arranged at intervals in parallel, and a plurality of steel purlines arranged at intervals in parallel are arranged between every two adjacent steel frame columns.
Further, both ends of each steel frame bottom beam are respectively connected with the lower ends of two steel frame columns which are arranged in parallel at intervals.
Further, a stand is provided between the bottom of the steel-frame column and the foundation.
Further, the steel frame top surface includes: the steel frame top beams are arranged at intervals in parallel, and two ends of each steel frame top beam are respectively connected with the upper ends of two steel frame columns which are arranged at intervals in parallel; and the same ends of the top beams of the two adjacent steel frames are provided with top tie beams.
Further, a hollowed-out part is formed between two adjacent steel frame top beams and the corresponding top tie beams, the top surface of the steel frame is provided with a plurality of hollowed-out parts and a plurality of steel supports, each steel support is arranged in one hollowed-out part, and at least one hollowed-out part is arranged between two adjacent steel supports at intervals.
The steel frame rectangular pool has the beneficial effects that the steel frame rectangular pool is formed by combining the bottom wall of the steel frame, the side wall of the steel frame and the top surface of the steel frame, so that the self weight of the structure can be reduced, the requirement of the steel frame rectangular pool on the basic bearing capacity is low, and the aim of reducing the production cost is fulfilled.
And secondly, the rectangular water tank with the steel structure has reasonable stress, convenient site construction, no wet operation on site, short construction period and low manufacturing cost, and has remarkable economic benefit.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this specification, illustrate embodiments of the application and together with the description serve to explain the application. In the drawings:
FIG. 1 is a schematic view of a bottom wall of a steel frame according to an embodiment of the present invention;
FIG. 2 is a schematic view of a side wall of a first steel frame according to an embodiment of the present invention;
FIG. 3 is a schematic view of a second steel frame sidewall according to an embodiment of the present invention;
Fig. 4 is a schematic view of the structure of the top surface of a steel frame according to an embodiment of the present invention.
Reference numerals in the drawings: 1. a steel frame bottom wall; 11. a steel frame bottom beam; 12. a bottom tie beam; 13. a steel base plate; 2. a steel frame side wall; 21. a steel frame column; 22. steel purlin; 23. a sidewall steel plate; 3. a top surface of the steel frame; 31. a steel frame top beam; 32. a top tie beam; 33. a steel support; 91. and (5) a support.
Detailed Description
It should be noted that, without conflict, the embodiments of the present application and features of the embodiments may be combined with each other. The application will be described in detail below with reference to the drawings in connection with embodiments.
As shown in fig. 1 to 4, an embodiment of the present invention provides a rectangular pool of steel structure comprising a steel frame bottom wall 1, steel frame side walls 2 and a steel frame top surface 3. The steel frame bottom wall 1 is arranged on a foundation. The steel frame side wall 2 is arranged along the circumferential direction of the steel frame bottom wall 1, the steel frame side wall 2 is of a columnar structure, and the bottom of the steel frame side wall 2 is connected with the steel frame bottom wall 1. The steel frame top surface 3 is hollow-out structure, and the steel frame top surface 3 sets up the top at steel frame lateral wall 2.
The steel structure rectangular pool is formed by combining the steel frame bottom wall 1, the steel frame side wall 2 and the steel frame top surface 3, so that the dead weight of the structure can be reduced, the requirement of the steel structure rectangular pool on the basic bearing capacity is low, and the aim of reducing the production cost is achieved.
And secondly, the rectangular water tank with the steel structure has reasonable stress, convenient site construction, no wet operation on site, short construction period and low manufacturing cost, and has remarkable economic benefit.
The steel frame bottom wall 1 comprises a plurality of steel frame bottom beams 11, a plurality of bottom tie beams 12 and a steel bottom plate 13. The steel frame bottom beams 11 are arranged in parallel at intervals. The same ends of two adjacent steel frame bottom beams 11 are provided with bottom tie beams 12, and the two adjacent steel frame bottom beams 11 and the two correspondingly connected bottom tie beams 12 form a steel bottom plate laying space together. The steel floor 13 is disposed in the steel floor laying space.
As shown in fig. 1, a plurality of steel frame bottom beams 11 are identical in structure and are arranged in parallel at intervals, and taking two adjacent steel frame bottom beams 11 as an example, one ends of the two steel frame bottom beams 11 are connected through one bottom tie beam 12, and the other ends of the two steel frame bottom beams 11 are connected through the other bottom tie beam 12, so that a rectangular steel bottom plate laying space is formed. In this space is used for laying a steel floor 13 to form the bottom surface of a rectangular pool of steel structure.
Preferably, a seat 91 is provided between the steel frame sill 11 and the foundation (supporting foundation, where the steel structure rectangular pool is provided). The bracket 91 is used to connect the steel frame sill 11 to the foundation for support purposes. The support 91 can also adjust the interval between the steel frame bottom beam 11 and the foundation, so as to avoid suspending.
In the embodiment of the invention, the steel frame side wall 2 comprises two parallel first steel frame side walls and two parallel second steel frame side walls, which are connected end to form a columnar structure, and side wall steel plates 23 are paved on the first steel frame side walls and the second steel frame side walls.
The first steel frame side wall and the second steel frame side wall enclose a rectangular columnar structure with two openings, wherein the lower end opening is connected with the steel frame bottom wall 1, and the upper end opening is provided with a hollowed-out steel frame top surface 3.
In the embodiment of the invention, the steel frame side wall 2 is in a rectangular columnar structure, as shown in fig. 2, the first steel frame side wall is a short side of a rectangle, the first steel frame wall comprises two steel frame columns 21 and a plurality of steel purlins 22, the two steel frame columns 21 are arranged in parallel at intervals, and the plurality of steel purlins 22 are arranged between the two steel frame columns 21 in parallel at intervals.
The above-described steel frame column 21 is a supporting structure of a first steel frame wall that connects the short sides of the steel frame bottom wall 1 and the steel frame top surface 3 correspondingly to support the steel frame bottom wall 1 and the steel frame top surface 3. Of course, the number of the above-described steel-frame columns 21 is not limited to two, and may be plural, specifically selected according to the actual situation. The above-described steel purlines 22 are intended to support the steel-frame columns 21 while also facilitating the laying of the sidewall steel plates 23.
As shown in fig. 3, the second frame side wall includes a plurality of steel frame columns 21 and a plurality of steel purlins 22, the plurality of steel frame columns 21 are arranged at intervals in parallel, and a plurality of steel purlins 22 are arranged at intervals in parallel between every two adjacent steel frame columns 21. This structure is similar to that of the first frame arm, and will not be described here again.
Preferably, a seat 91 is provided between the bottom of the steel-frame column 21 and the foundation. For supporting the connection foundation and the steel-frame column 21.
As shown in fig. 4, the steel frame top surface 3 includes a plurality of steel frame top beams 31 and a plurality of top tie beams 32. The plurality of steel frame top beams 31 are arranged in parallel at intervals, and both ends of each steel frame top beam 31 are respectively connected with the upper ends of two steel frame columns 21 arranged in parallel at intervals. The top tie beams 32 are provided at the same ends of two adjacent steel frame top beams 31 of the plurality of top tie beams 32.
The steel frame top beams 31 and the top tie beams 32 form the hollowed steel frame top surface 3, and steel plates are not paved on the steel frame top surface 3 for capping, so that the operation can be facilitated, and the self weight can be reduced.
Preferably, a hollowed portion is formed between two adjacent steel frame top beams 31 and corresponding top tie beams 32, the steel frame top surface 3 is provided with a plurality of hollowed portions and a plurality of steel supports 33, each steel support 33 is arranged in one hollowed portion, and at least one hollowed portion is arranged between two adjacent steel supports 33.
Providing the steel support 33 can increase the support strength of the steel frame top surface 3, avoiding deformation. Meanwhile, the steel supports 33 arranged at intervals can control the dead weight in the most reasonable range while guaranteeing the support strength to the maximum extent.
In the embodiment of the present invention, both ends of each steel frame bottom beam 11 are respectively connected to lower ends of two steel frame columns 21 arranged in parallel at intervals. Both ends of each steel frame header 31 are connected to upper ends of two steel frame columns 21 arranged in parallel at intervals, respectively. By supporting the steel frame bottom beam 11 and the steel frame top beam 31 by the steel frame columns 21, both supports can be made more stable.
From the above description, it can be seen that the above embodiments of the present invention achieve the following technical effects: the steel structure rectangular pool is formed by combining the steel frame bottom wall 1, the steel frame side wall 2 and the steel frame top surface 3, so that the dead weight of the structure can be reduced, the requirement of the steel structure rectangular pool on the basic bearing capacity is low, and the aim of reducing the production cost is achieved.
And secondly, the rectangular water tank with the steel structure has reasonable stress, convenient site construction, no wet operation on site, short construction period and low manufacturing cost, and has remarkable economic benefit.
The foregoing description of the embodiments of the invention is not intended to limit the scope of the invention, so that the substitution of equivalent elements or equivalent variations and modifications within the scope of the invention shall fall within the scope of the patent. In addition, the technical characteristics and technical scheme, technical characteristics and technical scheme can be freely combined for use.
Claims (3)
1. A rectangular pool of steel construction comprising:
a steel frame bottom wall (1) arranged on the foundation;
The steel frame side wall (2) is circumferentially arranged along the steel frame bottom wall (1), the steel frame side wall (2) is of a columnar structure, and the bottom of the steel frame side wall (2) is connected with the steel frame bottom wall (1);
The steel frame top surface (3) is in a hollowed-out structure, and the steel frame top surface (3) is arranged at the top of the steel frame side wall (2);
The steel frame bottom wall (1) comprises:
a plurality of steel frame bottom beams (11) are arranged in parallel at intervals;
The steel bottom plate laying device comprises a plurality of bottom tie beams (12), wherein the bottom tie beams (12) are arranged at the same ends of two adjacent steel frame bottom beams (11), and the two adjacent steel frame bottom beams (11) and the two bottom tie beams (12) which are correspondingly connected form a steel bottom plate laying space together;
A steel floor (13) disposed in the steel floor laying space;
a support (91) is arranged between the steel frame bottom beam (11) and the foundation;
The steel frame side wall (2) comprises two parallel first steel frame side walls and two parallel second steel frame side walls which are spaced, the first steel frame side walls and the second steel frame side walls are connected end to form a columnar structure, and side wall steel plates (23) are paved on the first steel frame side walls and the second steel frame side walls;
The first steel frame side wall comprises two steel frame columns (21) and a plurality of steel purlins (22), the two steel frame columns (21) are arranged at intervals in parallel, and the plurality of steel purlins (22) are arranged between the two steel frame columns (21) at intervals in parallel;
the second steel frame side wall comprises a plurality of steel frame columns (21) and a plurality of steel purlines (22), the steel frame columns (21) are arranged at intervals in parallel, and a plurality of steel purlines (22) which are arranged at intervals in parallel are arranged between every two adjacent steel frame columns (21);
The steel frame top surface (3) comprises:
a plurality of steel frame top beams (31) are arranged at intervals in parallel, and two ends of each steel frame top beam (31) are respectively connected with the upper ends of two steel frame columns (21) which are arranged at intervals in parallel;
the top tie beams (32) are arranged at the same ends of two adjacent steel frame top beams (31);
A hollowed-out part is formed between two adjacent steel frame top beams (31) and the corresponding top tie beams (32), the steel frame top surface (3) is provided with a plurality of hollowed-out parts and a plurality of steel supports (33), each steel support (33) is arranged in one hollowed-out part, and at least one hollowed-out part is arranged between two adjacent steel supports (33).
2. The rectangular pool of steel structures as set forth in claim 1, wherein each of said steel frame bottom beams (11) has both ends connected to lower ends of two of said steel frame columns (21) arranged in parallel at a spacing, respectively.
3. The rectangular pool of steel structures as set forth in claim 1, wherein a seat (91) is provided between the bottom of the steel frame column (21) and the foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911317849.0A CN110924722B (en) | 2019-12-19 | 2019-12-19 | Rectangular water tank with steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911317849.0A CN110924722B (en) | 2019-12-19 | 2019-12-19 | Rectangular water tank with steel structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110924722A CN110924722A (en) | 2020-03-27 |
| CN110924722B true CN110924722B (en) | 2024-05-14 |
Family
ID=69863235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911317849.0A Active CN110924722B (en) | 2019-12-19 | 2019-12-19 | Rectangular water tank with steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110924722B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004027517A (en) * | 2002-06-21 | 2004-01-29 | Beltecno Giken:Kk | Side wall structure of rectangular steel water distribution pond |
| CN203821591U (en) * | 2014-05-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforcement brickwork shear wall combined structure |
| CN205604429U (en) * | 2016-04-28 | 2016-09-28 | 厦门天重钢结构有限公司 | Cistern of steel construction |
| CN207597568U (en) * | 2017-11-17 | 2018-07-10 | 重庆市华欧环境工程研究院有限公司 | Steel corrugated plating large size cistern |
| CN109519004A (en) * | 2018-11-19 | 2019-03-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled pond and its assembly method |
| CN109854049A (en) * | 2019-02-22 | 2019-06-07 | 汤树林 | Movable combined plate and assembled water storage pool |
| CN110029725A (en) * | 2018-01-11 | 2019-07-19 | 杭州羲和节能环保科技有限公司 | A kind of glass reinforced plastic cover plate for cesspools with solar panel |
| CN209244332U (en) * | 2018-11-28 | 2019-08-13 | 河南锦鲤泳池有限公司 | A kind of steel structure assembling swimming pool with water inlet steel plate reinforced structure |
-
2019
- 2019-12-19 CN CN201911317849.0A patent/CN110924722B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004027517A (en) * | 2002-06-21 | 2004-01-29 | Beltecno Giken:Kk | Side wall structure of rectangular steel water distribution pond |
| CN203821591U (en) * | 2014-05-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforcement brickwork shear wall combined structure |
| CN205604429U (en) * | 2016-04-28 | 2016-09-28 | 厦门天重钢结构有限公司 | Cistern of steel construction |
| CN207597568U (en) * | 2017-11-17 | 2018-07-10 | 重庆市华欧环境工程研究院有限公司 | Steel corrugated plating large size cistern |
| CN110029725A (en) * | 2018-01-11 | 2019-07-19 | 杭州羲和节能环保科技有限公司 | A kind of glass reinforced plastic cover plate for cesspools with solar panel |
| CN109519004A (en) * | 2018-11-19 | 2019-03-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled pond and its assembly method |
| CN209244332U (en) * | 2018-11-28 | 2019-08-13 | 河南锦鲤泳池有限公司 | A kind of steel structure assembling swimming pool with water inlet steel plate reinforced structure |
| CN109854049A (en) * | 2019-02-22 | 2019-06-07 | 汤树林 | Movable combined plate and assembled water storage pool |
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| Publication number | Publication date |
|---|---|
| CN110924722A (en) | 2020-03-27 |
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