CN209924544U - Novel concrete silo with firm structure - Google Patents
Novel concrete silo with firm structure Download PDFInfo
- Publication number
- CN209924544U CN209924544U CN201920380540.5U CN201920380540U CN209924544U CN 209924544 U CN209924544 U CN 209924544U CN 201920380540 U CN201920380540 U CN 201920380540U CN 209924544 U CN209924544 U CN 209924544U
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- ring beam
- silo
- bin
- wall
- lower ring
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Abstract
The utility model discloses a novel concrete silo with a firm structure, which comprises a top ring beam, an upper ring beam, a lower ring beam, a bottom ring beam, a conical shell, a silo wall and a conical silo bottom; the top ring beam and the lower ring beam are respectively arranged above and below the upper ring beam, and the bottom ring beam is arranged below the lower ring beam; the conical shell is arranged between the top ring beam and the upper ring beam, the bin wall is arranged between the upper ring beam and the lower ring beam, and the conical bin bottom is arranged between the lower ring beam and the bottom ring beam; the silo wall comprises a cylindrical concrete layer and a reinforcing layer arranged in the concrete layer; the back up coat includes a plurality of stands and a plurality of middle ring roof beam, and the axis evenly distributed of stand around tube-shape concrete layer connects ring roof beam and lower ring roof beam respectively at the both ends of stand, and middle ring roof beam distributes from top to bottom in proper order to with stand fixed connection. The utility model has the advantages of firm structure, easy manufacture, better tensile property of the bin wall and being favorable for reducing the thickness of the bin wall.
Description
Technical Field
The utility model relates to a silo technical field especially relates to a novel concrete silo of sound construction.
Background
The silo is used for storing agricultural materials such as grains, feed and the like and industrial materials such as coal, coke, cement, salt and the like, and the silo is beneficial to mechanized and automatic operation, so the silo becomes the most main storage form.
The wall of the concrete silo is provided with a protective wall and a heat-insulating layer according to the actual use requirement except for the concrete layer, the thickness of the concrete layer can influence the firmness of the concrete silo, but the excessive thickness of the concrete layer can cause the weight of the concrete silo and the thickness of the wall of the silo to be greatly increased, and although the concrete has better pressure resistance, the tensile resistance is poorer.
SUMMERY OF THE UTILITY MODEL
For the technical problem who exists among the solution background art, the utility model provides a novel concrete silo of sound construction has better pull resistance, and is favorable to reducing the thickness of bulkhead.
The utility model provides a novel concrete silo with a firm structure, which comprises a top ring beam, an upper ring beam, a lower ring beam, a bottom ring beam, a conical shell, a silo wall and a conical silo bottom;
the top ring beam and the lower ring beam are respectively arranged above and below the upper ring beam, and the bottom ring beam is arranged below the lower ring beam;
the conical shell is arranged between the top ring beam and the upper ring beam, the bin wall is arranged between the upper ring beam and the lower ring beam, and the conical bin bottom is arranged between the lower ring beam and the bottom ring beam;
the silo wall comprises a cylindrical concrete layer and a reinforcing layer arranged in the concrete layer;
the back up coat includes a plurality of stands and a plurality of middle ring roof beam, and the axis evenly distributed of stand around tube-shape concrete layer connects ring roof beam and lower ring roof beam respectively at the both ends of stand, and middle ring roof beam distributes from top to bottom in proper order to with stand fixed connection.
Preferably, a hollow hole group is arranged between any two adjacent middle ring beams, and the hollow hole group comprises a plurality of hollow holes.
Preferably, the walls of the hollow bore are cylindrical.
Preferably, in the axial direction of the cylindrical concrete layer, the projection of the hollow hole is located within the projection of the intermediate ring beam.
Preferably, in any one hollow hole group, the hollow holes correspond to the upright posts one by one;
the hollow hole coincides with the axis of the upright post.
Preferably, still include the shaping backup pad, the inboard on bulkhead upper portion is equipped with the draw-in groove that supplies the backup pad card to go into, and the backup pad is rotatable to be installed in draw-in groove department.
Preferably, the support plate axis of rotation is parallel to the cartridge wall axis.
The utility model has the advantages of firm structure, easy manufacture, better tensile property of the bin wall and being favorable for reducing the thickness of the bin wall. The utility model discloses utilize the top ring beam, fit with a contraceptive ring roof beam, underbeam and the cooperation of bottom ring beam can improve the utility model discloses overall structure's stability and firmness are provided with the back up coat in the concrete layer moreover, can reduce the demand of silo to concrete layer thickness, and the back up coat is fixed a position middle ring beam, upper ring beam and underbeam through the stand, further improves the utility model discloses overall structure's stability and firmness have reduced the relatively poor right of concrete tensile the utility model discloses the influence of whole tensile effectively reduces the possibility of bulkhead damage.
Drawings
Fig. 1 is a schematic structural view of a novel concrete silo with a firm structure provided by the utility model;
fig. 2 is an enlarged view of a portion a of fig. 1 according to the present invention.
Detailed Description
The present invention will be described in detail with reference to the following examples. Where like parts are designated by like reference numerals, it will be appreciated that the terms "front", "rear", "left", "right", "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular part.
Referring to fig. 1 and 2, the novel concrete silo with a firm structure provided by the present invention comprises a top ring beam 1, an upper ring beam 2, a lower ring beam 3, a bottom ring beam 4, a conical shell 5, a silo wall and a conical silo bottom 8;
the top ring beam 1 and the lower ring beam 3 are respectively arranged above and below the upper ring beam 2, and the bottom ring beam 4 is arranged below the lower ring beam 3;
the conical shell 5 is arranged between the top ring beam 1 and the upper ring beam 2, the bin wall is arranged between the upper ring beam 2 and the lower ring beam 3, and the conical bin bottom 8 is arranged between the lower ring beam 3 and the bottom ring beam 4;
the silo wall comprises a cylindrical concrete layer 71 and a reinforcing layer arranged in the concrete layer 71;
the reinforcing layer comprises a plurality of upright posts 721 and a plurality of middle ring beams 722, the upright posts 721 are uniformly distributed around the axis of the cylindrical concrete layer 71, the two ends of the upright posts 721 are respectively connected with the upper ring beams 2 and the lower ring beams 3, and the middle ring beams 722 are sequentially distributed from top to bottom and are fixedly connected with the upright posts 721.
The utility model discloses utilize top ring beam 1, go up ring beam 2, lower ring beam 3 and bottom ring beam 4 cooperation and can improve the utility model discloses overall structure's stability and firmness, be provided with the back up coat in concrete layer 71 moreover, can reduce the demand of silo to concrete layer 71 thickness, the back up coat is fixed a position middle ring beam 722, last ring beam 2 and lower ring beam 3 through stand 721, further improves the utility model discloses overall structure's stability and firmness are favorable to improving the tensile strength of bulkhead moreover, effectively reduce the possibility of bulkhead damage.
In this embodiment, a hollow hole group is disposed between any two adjacent middle ring beams 722, and the hollow hole group includes a plurality of hollow holes 731. Utilize hollow punch combination to be can the utility model provides a certain stress deformation space reduces the utility model discloses the possibility of damage utilizes hollow hole 731 can reduce moreover the utility model discloses the use amount of concrete realizes material saving, alleviates the utility model discloses the effect of weight.
In this embodiment, the wall of the hollow hole 731 is cylindrical. The cylindrical bore is easy to manufacture and facilitates uniform conduction of force.
In order to reduce the influence of the hollow hole 731 on the strength of the silo, in the present embodiment, the projection of the hollow hole 731 is located within the projection of the middle ring beam 722 in the axial direction of the cylindrical concrete layer 71.
In order to reduce the influence of the hollow holes 731 on the silo firmness and reduce the influence of the upright columns 721 on the concrete layer 71 when the upright columns 721 vibrate, in the embodiment, the hollow holes 731 correspond to the upright columns 721 one by one in any hollow hole group; the hollow bore 731 coincides with the axis of the upright 721. The upright 721 may be made of steel.
In this embodiment, the device further comprises a forming support plate 9, a slot 74 for the support plate 9 to be inserted is formed in the inner side of the upper portion of the bin wall, and the support plate 9 is rotatably installed at the slot 74. The supporting plate 9 is rotated, the supporting plate 9 can be completely clamped into the clamping groove 74, the influence of the supporting plate 9 on materials stored in the silo can be reduced, the supporting plate 9 can also be partially positioned in an inner cavity of the silo, the silo generally needs to be erected with a full silo frame at the bottom of the silo to serve as a supporting system of a silo top template when the conical shell 5 is manufactured, the labor intensity is high, the potential safety hazard is large, the supporting plate 9 serves as a bearing part, the supporting frame is erected on the basis of the supporting plate 9 to support the silo top template, the workload of workers can be greatly reduced, the loading and unloading difficulty is reduced, and when the supporting plate is used in the later period, if parts such as a filter screen need to be added into the silo. In order to reduce the possibility of damage to the support plate 9 and to facilitate positioning of the support plate 9, in this embodiment the axis of rotation of the support plate 9 is parallel to the axis of the silo wall.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (7)
1. The utility model provides a novel concrete silo of sound construction which characterized in that: comprises a top ring beam (1), an upper ring beam (2), a lower ring beam (3), a bottom ring beam (4), a conical shell (5), a bin wall and a conical bin bottom (8);
the top ring beam (1) and the lower ring beam (3) are respectively arranged above and below the upper ring beam (2), and the bottom ring beam (4) is arranged below the lower ring beam (3);
the conical shell (5) is arranged between the top ring beam (1) and the upper ring beam (2), the bin wall is arranged between the upper ring beam (2) and the lower ring beam (3), and the conical bin bottom (8) is arranged between the lower ring beam (3) and the bottom ring beam (4);
the silo wall comprises a cylindrical concrete layer (71) and a reinforcing layer arranged in the concrete layer (71);
the reinforcement layer comprises a plurality of stand columns (721) and a plurality of middle ring beams (722), the stand columns (721) are uniformly distributed around the axis of the cylindrical concrete layer (71), the two ends of the stand columns (721) are respectively connected with the upper ring beams (2) and the lower ring beams (3), and the middle ring beams (722) are sequentially distributed from top to bottom and are fixedly connected with the stand columns (721).
2. A structurally sound novel concrete silo as defined in claim 1 wherein: a hollow hole group is arranged between any two adjacent middle ring beams (722), and comprises a plurality of hollow holes (731).
3. A structurally sound novel concrete silo as defined in claim 2 wherein: the wall of the hollow hole (731) is cylindrical.
4. A structurally sound novel concrete silo as defined in claim 2 wherein: in the axial direction of the cylindrical concrete layer (71), the projection of the hollow hole (731) is positioned in the projection of the middle ring beam (722).
5. A structurally sound novel concrete silo as defined in claim 2 wherein: in any hollow hole group, the hollow holes (731) correspond to the upright posts (721) one by one;
the hollow hole (731) is coincident with the axis of the upright post (721).
6. A novel structurally sound concrete silo as defined in any one of claims 1 to 5 wherein: the bin is characterized by further comprising a forming supporting plate (9), a clamping groove (74) for clamping the supporting plate (9) is formed in the inner side of the upper portion of the bin wall, and the supporting plate (9) can be rotatably installed at the clamping groove (74).
7. A novel structurally sound concrete silo as defined in claim 6 wherein: the rotation axis of the supporting plate (9) is parallel to the axis of the bin wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920380540.5U CN209924544U (en) | 2019-03-21 | 2019-03-21 | Novel concrete silo with firm structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920380540.5U CN209924544U (en) | 2019-03-21 | 2019-03-21 | Novel concrete silo with firm structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209924544U true CN209924544U (en) | 2020-01-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920380540.5U Expired - Fee Related CN209924544U (en) | 2019-03-21 | 2019-03-21 | Novel concrete silo with firm structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209924544U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
-
2019
- 2019-03-21 CN CN201920380540.5U patent/CN209924544U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200110 Termination date: 20210321 |
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| CF01 | Termination of patent right due to non-payment of annual fee |