CN211499995U - Steel structure rectangular pool - Google Patents
Steel structure rectangular pool Download PDFInfo
- Publication number
- CN211499995U CN211499995U CN201922295257.5U CN201922295257U CN211499995U CN 211499995 U CN211499995 U CN 211499995U CN 201922295257 U CN201922295257 U CN 201922295257U CN 211499995 U CN211499995 U CN 211499995U
- Authority
- CN
- China
- Prior art keywords
- steel frame
- steel
- beams
- parallel
- intervals
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a steel construction rectangle pond, include: the steel frame bottom wall is arranged on the foundation; the steel frame side wall is arranged along the circumferential direction of the bottom wall of the steel frame, is of a columnar structure, and the bottom of the steel frame side wall is connected with the bottom wall of the steel frame; the top surface of the steel frame is of a hollow structure and is arranged at the top of the side wall of the steel frame. The beneficial effects of the utility model are that, form steel construction rectangle pond through steel framework diapire, steel framework lateral wall and the combination of steel framework top surface, can reduce the structure dead weight to make steel construction rectangle pond will hang down to basic bearing capacity requirement, and then reach the purpose of reduction in production cost.
Description
Technical Field
The utility model relates to a water treatment pond field, concretely relates to steel construction rectangle pond.
Background
The existing water treatment pool is generally an open structure concrete rectangular pool with an unsealed top cover, and the structure form is a concrete structure with a rectangular plane formed by combining a cantilever concrete wall and a concrete bottom plate on the periphery. The concrete structure pool has large dead weight load, so the requirement on the bearing capacity of the foundation is high; the concrete structure pool wall is of a cantilever structure, the stress is unreasonable, and the manufacturing cost is high; and the construction method can only be cast on site, and has the defects of long construction period and the like.
SUMMERY OF THE UTILITY MODEL
The utility model provides a steel construction rectangle pond to reach the purpose that reduces basic bearing capacity requirement.
The utility model provides a technical scheme that its technical problem adopted is: a steel structural rectangular pool, comprising: the steel frame bottom wall is arranged on the foundation; the steel frame side wall is arranged along the circumferential direction of the bottom wall of the steel frame, is of a columnar structure, and the bottom of the steel frame side wall is connected with the bottom wall of the steel frame; the top surface of the steel frame is of a hollow structure and is arranged at the top of the side wall of the steel frame.
Further, the steel frame bottom wall includes: a plurality of steel frame bottom beams which are arranged in parallel at intervals; the bottom tie beams are arranged at the same ends of two adjacent steel frame bottom beams, and the two adjacent steel frame bottom beams and the two correspondingly connected bottom tie beams form a steel bottom plate laying space together; and the steel bottom plate is arranged in the steel bottom plate laying space.
And furthermore, a support is arranged between the bottom beam of the steel frame and the foundation.
Further, the steel frame side wall comprises two first steel frame side walls and two second steel frame side walls which are parallel and 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 are paved on the first steel frame side walls and the second steel frame side walls.
Further, first steel frame lateral wall includes two steel frame posts and many steel purlins, and two parallel intervals of steel frame post set up, and many parallel intervals of steel purlin set up between two steel frame posts.
Further, the second steel frame side wall comprises a plurality of steel frame columns and a plurality of steel purlins, the plurality of steel frame columns are arranged at intervals in parallel, and the plurality of steel purlins arranged at intervals in parallel are arranged between every two adjacent steel frame columns.
Furthermore, two ends of each steel frame bottom beam are respectively connected with the lower ends of the two steel frame columns which are arranged in parallel at intervals.
Further, a support is arranged 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 in parallel at intervals, and two ends of each steel frame top beam are respectively connected with the upper ends of the two steel frame columns which are arranged in parallel at intervals; and the top tie beams are arranged at the same ends of the two adjacent steel frame top beams.
Further, a hollow part is formed between each two adjacent steel frame top beams and the corresponding top tie beam, the top surface of each steel frame is provided with a plurality of hollow parts and a plurality of steel supports, each steel support is arranged in one hollow part, and at least one hollow part is arranged between each two adjacent steel supports.
The beneficial effects of the utility model are that, form steel construction rectangle pond through steel framework diapire, steel framework lateral wall and the combination of steel framework top surface, can reduce the structure dead weight to make steel construction rectangle pond will hang down to basic bearing capacity requirement, and then reach the purpose of reduction in production cost.
And secondly, the steel structure rectangular pool structure has reasonable stress, convenient field construction, no-wet operation on the field, short construction period and low cost, and has remarkable economic benefit.
Drawings
The accompanying drawings, which form a part of the present application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural view of a bottom wall of a steel frame in an embodiment of the present invention;
FIG. 2 is a schematic structural view of a first steel frame side wall in an embodiment of the present invention;
FIG. 3 is a schematic structural view of a second steel frame side wall in an embodiment of the present invention;
fig. 4 is a schematic structural view of the top surface of the steel frame in the embodiment of the present invention.
Reference numbers in the figures: 1. a steel frame bottom wall; 11. a steel frame bottom beam; 12. bottom tie beams; 13. a steel bottom plate; 2. a steel frame side wall; 21. a steel frame column; 22. a steel purline; 23. a side wall steel plate; 3. a top surface of the steel frame; 31. a steel frame top beam; 32. a top tie beam; 33. supporting steel; 91. and (4) a support.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
As shown in fig. 1 to 4, the embodiment of the utility model provides a steel construction rectangle pond, including steel frame diapire 1, steel frame lateral wall 2 and steel frame top surface 3. The steel frame diapire 1 sets up on the basis. The steel frame lateral wall 2 is arranged along the circumference of the steel frame bottom wall 1, the steel frame lateral wall 2 is of a columnar structure, and the bottom of the steel frame lateral wall 2 is connected with the steel frame bottom wall 1. The steel frame top surface 3 is a hollow structure, and the steel frame top surface 3 is arranged at the top of the steel frame side wall 2.
Form steel construction rectangle pond through steel frame diapire 1, steel frame lateral wall 2 and the combination of steel frame top surface 3, can reduce the structure dead weight to make steel construction rectangle pond will hang down to basic bearing capacity requirement, and then reach the purpose of reduction in production cost.
And secondly, the steel structure rectangular pool structure has reasonable stress, convenient field construction, no-wet operation on the field, short construction period and low 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 plurality of steel frame bottom beams 11 are arranged in parallel at intervals. The same end of two adjacent steel frame bottom beams 11 is provided with a bottom tie beam 12, and the two adjacent steel frame bottom beams 11 and two bottom tie beams 12 correspondingly connected form a steel bottom plate laying space together. The steel soleplate 13 is arranged in the steel soleplate laying space.
As shown in fig. 1, a plurality of steel frame bottom beams 11 have the same structure and are arranged in parallel at intervals, taking two adjacent steel frame bottom beams 11 as an example, one end of each of the two steel frame bottom beams 11 is connected by a bottom tie beam 12, and the other end of each of the two steel frame bottom beams 11 is connected by another bottom tie beam 12, so that a rectangular steel bottom plate laying space is formed. The space is used for laying a steel bottom plate 13 to form the bottom surface of the steel structure rectangular pool.
Preferably, a support 91 is provided between the steel frame bottom beam 11 and the foundation (supporting the foundation, where the steel structure rectangular pool is located). The support 91 is used to connect the steel frame bottom beam 11 with the foundation for supporting purposes. Meanwhile, the support 91 can also adjust the size of the gap between the steel frame bottom beam 11 and the foundation to avoid suspension.
The embodiment of the utility model provides an in, steel frame lateral wall 2 includes two parallel spaced first steel frame lateral walls and two parallel spaced second steel frame lateral walls, and first steel frame lateral wall and second steel frame lateral wall end to end form columnar structure, and lateral wall steel sheet 23 has all been laid to first steel frame lateral wall and second steel frame lateral wall.
The first steel frame side wall and the second steel frame side wall enclose a rectangular columnar structure with two open ends, wherein the lower end opening is connected with the bottom wall 1 of the steel frame, and the upper end opening is provided with a hollowed-out steel frame top surface 3.
The embodiment of the utility model provides an in steel frame lateral wall 2 be rectangle columnar structure, as shown in fig. 2, first steel frame lateral wall is rectangular minor face, and first steel frame wall includes two steel frame posts 21 and many steel purlins 22, and two parallel intervals of steel frame post 21 set up, and many parallel intervals of steel purlins 22 set up between two steel frame posts 21.
The steel frame column 21 is a support structure of a first steel frame wall, and the first frame wall correspondingly connects the short sides of the steel frame bottom wall 1 and the steel frame top surface 3 to support the steel frame bottom wall 1 and the steel frame top surface 3. Of course, the number of the steel frame columns 21 is not limited to two, and may be multiple, and is selected according to the actual situation. The purpose of the steel purline 22 is to support the steel frame column 21 and facilitate the laying of the side wall steel plate 23.
As shown in fig. 3, the long side of the rectangular columnar structure corresponding to the second frame wall, the second steel 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 in parallel at intervals, and the plurality of steel purlins 22 arranged in parallel at intervals are arranged between every two adjacent steel frame columns 21. The structure is similar to that of the first frame arm, and the description is omitted here.
Preferably, a seat 91 is provided between the bottom of the steel frame column 21 and the foundation. For supporting the connecting 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 two ends of each steel frame top beam 31 are respectively connected with the upper ends of the two steel frame columns 21 arranged in parallel at intervals. The top tie beams 32 are arranged at the same ends of two adjacent steel frame top beams 31 of the plurality of top tie beams 32.
The plurality of steel frame top beams 31 and the plurality of top tie beams 32 form the hollowed-out steel frame top surface 3, and steel plate capping is not laid on the steel frame top surface 3, so that the operation can be facilitated, and the self weight can be reduced.
Preferably, a hollow portion is formed between each two adjacent top steel frame beams 31 and the corresponding top tie beam 32, the top surface 3 of the steel frame has a plurality of hollow portions and a plurality of steel supports 33, each steel support 33 is disposed in one hollow portion, and at least one hollow portion is spaced between each two adjacent steel supports 33.
The steel support 33 is arranged to increase the supporting strength of the top surface 3 of the steel frame and avoid deformation. Meanwhile, the steel supports 33 arranged at intervals can ensure the support strength to the maximum extent and control the self weight in the most reasonable range.
The embodiment of the utility model provides an in, the both ends of every steel frame floorbar 11 are connected with the lower extreme of the steel frame post 21 of two parallel interval settings respectively. The two ends of each steel frame top beam 31 are respectively connected with the upper ends of two parallel steel frame columns 21 which are arranged at intervals. The steel frame bottom beam 11 and the steel frame top beam 31 are supported by the steel frame columns 21, so that the support of the two can be more stable.
From the above description, it can be seen that the above-mentioned embodiments of the present invention achieve the following technical effects: form steel construction rectangle pond through steel frame diapire 1, steel frame lateral wall 2 and the combination of steel frame top surface 3, can reduce the structure dead weight to make steel construction rectangle pond will hang down to basic bearing capacity requirement, and then reach the purpose of reduction in production cost.
And secondly, the steel structure rectangular pool structure has reasonable stress, convenient field construction, no-wet operation on the field, short construction period and low cost, and has remarkable economic benefit.
The above description is only for the specific embodiments of the present invention, and the scope of the present invention can not be limited by the embodiments, so that the replacement of the equivalent components or the equivalent changes and modifications made according to the protection scope of the present invention should still belong to the scope covered by the present patent. In addition, the utility model provides an between technical feature and the technical feature, between technical feature and the technical scheme, all can the independent assortment use between technical scheme and the technical scheme.
Claims (10)
1. The utility model provides a steel construction rectangle pond which characterized in that includes:
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 of a hollow structure, and the steel frame top surface (3) is arranged at the top of the steel frame side wall (2).
2. The steel structural rectangular pool of claim 1, wherein said steel frame bottom wall (1) comprises:
a plurality of steel frame bottom beams (11) which are arranged in parallel at intervals;
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 correspondingly connected bottom tie beams (12) form a steel bottom plate laying space together;
and the steel bottom plate (13) is arranged in the steel bottom plate laying space.
3. The steel structural rectangular pool of claim 2, wherein a support (91) is provided between said steel frame bottom beams (11) and said foundation.
4. The rectangular steel structural pool of claim 2, wherein the steel frame side walls (2) comprise two parallel spaced first steel frame side walls and two parallel spaced second steel frame side walls, the first and second steel frame side walls are connected end to form a columnar structure, and side wall steel plates (23) are laid on both the first and second steel frame side walls.
5. The steel structure rectangular pool of claim 4, wherein 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 in parallel at intervals, and the plurality of steel purlins (22) are arranged between the two steel frame columns (21) in parallel at intervals.
6. The steel structure rectangular pool of claim 5, wherein the second steel frame side wall comprises a plurality of steel frame columns (21) and a plurality of steel purlins (22), the plurality of steel frame columns (21) are arranged in parallel at intervals, and the plurality of steel purlins (22) are arranged between every two adjacent steel frame columns (21) in parallel at intervals.
7. The steel structure rectangular pool of claim 6, wherein both ends of each of said steel frame bottom beams (11) are respectively connected to the lower ends of two said steel frame columns (21) arranged in parallel at intervals.
8. The steel structural rectangular pool of claim 6, wherein a support (91) is provided between the bottom of said steel frame column (21) and said foundation.
9. The steel structural rectangular pool of claim 6, wherein said steel frame top surface (3) comprises:
the steel frame top beams (31) are arranged in parallel at intervals, and two ends of each steel frame top beam (31) are respectively connected with the upper ends of the two steel frame columns (21) which are arranged in parallel at intervals;
and the top tie beams (32) are arranged at the same ends of two adjacent steel frame top beams (31).
10. The rectangular steel structure pool of claim 9, wherein a plurality of hollowed portions and a plurality of steel supports (33) are formed between two adjacent steel frame top beams (31) and the corresponding top tie beams (32), each steel support (33) is arranged in one hollowed portion, and at least one hollowed portion is arranged between two adjacent steel supports (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922295257.5U CN211499995U (en) | 2019-12-19 | 2019-12-19 | Steel structure rectangular pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922295257.5U CN211499995U (en) | 2019-12-19 | 2019-12-19 | Steel structure rectangular pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211499995U true CN211499995U (en) | 2020-09-15 |
Family
ID=72417444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922295257.5U Active CN211499995U (en) | 2019-12-19 | 2019-12-19 | Steel structure rectangular pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211499995U (en) |
-
2019
- 2019-12-19 CN CN201922295257.5U patent/CN211499995U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204125899U (en) | A kind of long piled wharf super large framed bent cast-in-situ pile cap bed die support system | |
| EP2554766A1 (en) | Supporting device for spacial network in large-scale tower | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN211499995U (en) | Steel structure rectangular pool | |
| CN204081070U (en) | A kind of large span steel frame beam cantilevered structure | |
| CN113622652A (en) | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system | |
| CN211849246U (en) | Reverse hoisting system suitable for high-pile wharf | |
| CN204959795U (en) | Self -supporting does not have row no mould basement flat slab floor | |
| CN217326486U (en) | Hollow superstructure diaphragm capsule location structure of concrete | |
| CN110924722A (en) | Steel structure rectangular pool | |
| CN210561745U (en) | Box girder reinforcing steel bar jig processing structure | |
| CN105113541A (en) | Self-supporting bent-frame-free and template-free basement beam-free floor and inverse construction method of same | |
| CN111778832A (en) | Steel pipe support shared by bridge deck system and arch rib of steel structure arch bridge | |
| CN214362885U (en) | Cast-in-situ lower cross beam support frame | |
| KR101254621B1 (en) | Construction method of office-factory composite building and structure thereby | |
| CN112392141A (en) | Large cantilever structure for balancing insufficient end pressure weight and construction method thereof | |
| CN105155406A (en) | Hollow thin-wall pier frame bearing platform and bridge | |
| CN218291646U (en) | Culvert head structure of culvert gate | |
| CN212834948U (en) | Steel pipe support shared by bridge deck system and arch rib of steel structure arch bridge | |
| CN212688662U (en) | Box girder construction that bearing strength is high | |
| CN218881162U (en) | High-rise assembled structure of concrete of encorbelmenting | |
| CN205276498U (en) | Buckling restrained brace and concrete beam column angle steel plate formula anchor connected node | |
| CN217299006U (en) | Platform foundation structure of ballast tower crane | |
| CN220377134U (en) | Support device attached to bridge pier column for jacking | |
| CN203867058U (en) | Novel U-shaped cross section component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |