CN211368944U - Slag flushing structure - Google Patents
Slag flushing structure Download PDFInfo
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- CN211368944U CN211368944U CN201922101754.7U CN201922101754U CN211368944U CN 211368944 U CN211368944 U CN 211368944U CN 201922101754 U CN201922101754 U CN 201922101754U CN 211368944 U CN211368944 U CN 211368944U
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Abstract
The utility model provides a dash sediment structure, including structure body and platform component, be formed with open-top's slot on the structure body, the platform component install in the bottom of slot, just the platform component is followed the length direction of slot extends, the first side of platform component is close to the first side inner wall setting of slot, the second side of platform component with be formed with the irrigation canals and ditches between the second side inner wall of slot, the top surface of platform component is the level setting. The slag flushing structure provided by the utility model has the advantages that the prefabricated platform component is directly installed in the groove of the structure body, the reinforced concrete pouring is not needed, and the construction of building blocks in a narrow space by constructors is not needed, so that the overall cost of the pedestrian platform and the slag flushing structure can be effectively reduced, and the slag flushing structure has the advantage of convenient construction; meanwhile, the platform component is separated from the structure body, so that the stress analysis of all parts of the structure body by workers is facilitated.
Description
Technical Field
The utility model relates to a metallurgical industry building structure especially indicates a towards sediment structure.
Background
The slag sluiceway is a common structure for metallurgical industry projects, the length of the slag sluiceway is from dozens of meters to hundreds of meters, a certain gradient is formed along the length direction, some slag sluiceways are positioned on an equipment platform on the ground, and most slag sluiceways are positioned at places of several meters to dozens of meters underground. The slag flushing channel adopts slag flushing water as a carrier, and iron scales generated in the smelting and rolling process are flushed into an iron scale sedimentation tank. The slag flushing ditch is of a groove structure, a pedestrian platform is convexly arranged at the bottom of the groove structure close to one groove wall of the groove structure, and a ditch for slag flushing water to flow through is formed between the pedestrian platform and the other groove wall of the groove structure.
In the prior art, most pedestrian platforms are formed by pouring reinforced concrete and groove walls together, and the defects are that the consumption of concrete is large, and the stress of the groove bottom and the groove walls at the pedestrian walkway is not easy to analyze. And because the ditch and the pedestrian platform are very small in size, certain difficulty is brought to template formwork and steel bar binding on site. In addition, the pedestrian platform can be manufactured in a building block filling mode to reduce the using amount of reinforced concrete so as to reduce the manufacturing cost, and the filled building blocks are separated from the groove structure, so that the stress of the groove bottom and the groove wall is clear and easy to analyze; however, the structure has the defects that before the construction is carried out, a vertical separating wall needs to be added at the bottom of the groove, so that the number of field templates is increased, and the difficulty in supporting the templates is increased; in addition, the building block filling needs manual building, the efficiency is low in a narrow space, and along with the increase of labor cost, the building block replaces reinforced concrete and loses the advantage on the manufacturing cost gradually.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a towards sediment structure can effectively solve the shortcoming that the pedestrian platform cost is high among the prior art, should not be under construction.
In order to achieve the above object, the utility model provides a towards sediment structure, wherein, towards sediment structure includes structure body and platform component, be formed with open-top's slot on the structure body, the platform component install in the bottom of slot, just the platform component is followed the length direction of slot extends, the first side of platform component is close to the first side inner wall setting of slot, the second side of platform component with be formed with the irrigation canals and ditches between the second side inner wall of slot, the top surface of platform component is the level setting.
The slag flushing structure comprises a structure body and a slag flushing device, wherein the structure body comprises a bottom plate and two side walls, the bottom plate is transversely arranged, the two side walls are formed by upwards extending two side edges in the width direction of the bottom plate, the two side walls are parallel to each other, and the groove is formed between the two side walls and the bottom plate.
The slag flushing structure comprises a platform member, a connecting component and a ditch, wherein the first side of the platform member is connected with one of the two side walls through the connecting component, and the ditch is formed between the second side of the platform member and the other of the two side walls.
The slag flushing structure comprises a structure body, a platform component and a connecting component, wherein the platform component is formed by splicing a plurality of prefabricated components along the length direction of the groove, and each prefabricated component is connected with the same side wall of the structure body through the connecting component.
The slag flushing structure comprises a top plate and two longitudinal support plates, wherein the top plate is horizontally arranged, the two longitudinal support plates are formed by downwards extending two side edges of the top plate along the width direction of the groove, and the two longitudinal support plates are parallel to each other.
The slag flushing structure is characterized in that the dimension of the prefabricated part in the length direction of the groove ranges from 0.5m to 3 m; the dimension range of the prefabricated part in the width direction of the groove is 0.6-1 m; the height dimension range of the prefabricated member is 1 m-1.5 m.
The slag flushing structure comprises a connecting assembly and a platform component, wherein the connecting assembly comprises a first embedded part and a second embedded part which can be connected with each other, the first embedded part is embedded in the side wall of the structure body, and the second embedded part is embedded in the platform component.
The slag flushing structure comprises a ditch, a slag flushing groove and a slag flushing structure, wherein the ditch is internally provided with an anti-abrasion member, the anti-abrasion member is concavely provided with the slag flushing groove, and the slag flushing groove is provided with an arc-shaped bottom.
The slag flushing structure is characterized in that the width of the slag flushing groove is 1-1.5 m.
The slag flushing structure comprises a platform member, wherein a guardrail is arranged on the top surface of the platform member and close to the second side of the platform member, the guardrail extends along the length direction of the structure body, and the lower end of the guardrail is fixedly connected with the platform member.
Compared with the prior art, the utility model has the advantages as follows:
the slag flushing structure provided by the utility model has the advantages that the prefabricated platform component is directly installed in the groove of the structure body, the reinforced concrete pouring is not needed, and the construction of building blocks in a narrow space by constructors is not needed, so that the overall cost of the pedestrian platform and the slag flushing structure can be effectively reduced, and the slag flushing structure has the advantage of convenient construction; meanwhile, the platform component is separated from the structure body, so that the stress analysis of all parts of the structure body by workers is facilitated.
Drawings
The following drawings are only intended to illustrate and explain the present invention schematically, and do not limit the scope of the present invention. Wherein:
FIG. 1 is a schematic structural view of a slag flushing structure provided by the present invention;
FIG. 2 is a schematic structural view of a prefabricated member of a platform member of the slag flushing structure provided by the present invention;
fig. 3 is another schematic structural diagram of the slag flushing structure provided by the present invention.
The reference numbers illustrate:
1. a structural body;
11. a trench;
12. a base plate;
13. a side wall;
14. a trench;
2. a platform member;
21. a prefabricated member;
211. a top plate;
212. a longitudinal support plate;
3. a connecting assembly;
31. a first embedded part;
32. a second embedded part;
4. an anti-wear member;
41. flushing a slag channel;
5. a guardrail;
51. and a third embedded part.
Detailed Description
In order to clearly understand the technical solution, purpose and effect of the present invention, the detailed embodiments of the present invention will be described with reference to the accompanying drawings.
As shown in fig. 1 and 3, the utility model provides a slag flushing structure, wherein the slag flushing structure comprises a structure body 1 and a platform component 2, a groove 11 with an open top is formed on the structure body 1, namely, a concave groove 11 is arranged on the structure body 1, the platform component 2 is arranged at the bottom of the groove 11, the platform component 2 extends along the length direction of the groove 11, the first side of the platform component 2 is arranged close to the inner wall of the first side of the groove 11, a ditch 14 for slag flushing water to pass through is formed between the second side of the platform component 2 and the inner wall of the second side of the groove 11, the top surface of the platform component 2 is horizontally arranged for workers to walk to inspect the ditch 14, that is, the bottom of the trench 11 is divided into two parts in the width direction thereof, one part is a pedestrian platform extending in the length direction of the trench 11, and the other part is a slag flushing trench 14 extending in the length direction of the trench 11.
The utility model provides a towards sediment structure, through 2 direct mount of platform component that will prefabricate in slot 11 of structure body 1, need not to carry out operations such as reinforced concrete pouring or building block construction in irrigation canals and ditches 14, the cost of labor of reinforced concrete pouring cost and building block construction has been reduced on the one hand, effectively reduce the walking platform and towards the holistic cost of sediment structure, on the other hand platform component 2 is the separation with structure body 1, be favorable to the staff to carry out the force analysis to structure body 1 each department.
Further, as shown in fig. 1 and 3, the utility model provides a dash sediment structure, wherein, structure body 1 is including the bottom plate 12 of horizontal setting and by the both sides wall 13 that the ascending both sides edge of the width direction of bottom plate 12 upwards extends the formation, and both sides wall 13 is pour the shaping by reinforced concrete an organic whole with bottom plate 12, and both sides wall 13 is parallel to each other, forms slot 11 between both sides wall 13 and the bottom plate 12.
Further, as shown in fig. 1 and 3, the utility model provides a towards sediment structure, wherein, the first side of platform component 2 meets with one in through coupling assembling 3 and both sides wall 13, specifically does, the first side of platform component 2 meets with one of them lateral wall 13 laminating contact and through coupling assembling 3 to guarantee that platform component 2 and structure body 1 stabilize and meet, be formed with irrigation canals and ditches 14 between the second side of platform component 2 and the another in the both sides wall 13 and pass through for towards the sediment water.
As preferred, the utility model provides a dash sediment structure, wherein, platform component 2 is formed along the length direction concatenation of slot 11 by a plurality of prefab 21 to platform component 2 transportation, storage and realize the segmentation construction installation in slot 11, each prefab 21 all meets through coupling assembling 3 and the same lateral wall 13 of structure body 1, in order to guarantee the steadiness of platform component 2 integral erection.
Preferably, as shown in fig. 1 to 3, the utility model provides a slag flushing structure, wherein, the prefabricated part 21 includes the roof 211 that the level set up and two vertical extension boards 212 that are formed by the both sides edge downwardly extending of roof 211 along the width direction of slot 11, the longitudinal section of prefabricated part 21 along the width direction that is parallel to slot 11 is roughly the "U" type of back-off, so can reduce the material consumption when the prefabricated part 21 is made and alleviate the holistic weight of prefabricated part 21, be convenient for transport and move, can effectively reduce constructor's working strength in the work progress, two vertical extension boards 212 are parallel to each other, when guaranteeing that the staff walks on its top surface, two vertical extension boards 212 can firmly support roof 211.
Preferably, the slag flushing structure provided by the utility model has the advantages that the size range of the prefabricated member 21 in the length direction of the groove 11 is 0.5-3 m, so that the worker can move each prefabricated member 21 respectively to realize the subsection construction; the dimension of the prefabricated member 21 in the width direction of the groove 11 ranges from 0.6m to 1m to ensure that the top thereof has a sufficient width to facilitate the walking of workers thereon; the height dimension of the prefabricated member 21 is in the range of 1m to 1.5m, so that the ditch 14 on the second side of the prefabricated member has enough depth for the slag flushing water to flow through, and the situation that the slag flushing water overflows the top surface of the prefabricated member 21 is avoided.
As preferred, as shown in fig. 1-3, the utility model provides a towards sediment structure, wherein, coupling assembling 3 includes first built-in fitting 31 and the second built-in fitting 32 that can interconnect, and first built-in fitting 31 buries underground in the lateral wall 13 of structure body 1 in the in-process that structure body 1 was pour, and second built-in fitting 32 buries underground in platform component 2 in the in-process of prefab 21 manufacturing, so can effectively guarantee the reliability of being connected between structure body 1 and the platform component 2.
Preferably, as shown in fig. 3, the utility model provides a slag flushing structure, wherein, the inside of irrigation canals and ditches 14 is equipped with anti-wear member 4, anti-wear member 4 is concave upwards and is formed with slag flushing ditch 41, in the slag flushing process, the slag flushing water flows through from slag flushing ditch 41, can effectively protect the internal surface of structure body 1 and the second side surface of platform member 2 through setting up anti-wear member 4, prevent to flush in the slag process, iron sheet impurity causes wearing and tearing to the internal surface of structure body 1 and the second side surface of platform member 2 when flowing along with slag flushing water, guarantee the utility model discloses the holistic life of slag flushing structure; the sluiceway 41 has an arc-shaped bottom, that is, the bottom of the sluiceway 41 is arc-shaped in the longitudinal section of the sluiceway 41 parallel to the width direction of the groove 11, so that the iron sheet impurities can flow along with the sluiceway, and the situation that the sluiceway 41 is blocked due to the accumulation of the iron sheet impurities in the sluiceway 41 can be effectively reduced.
Preferably, the slag flushing structure provided by the utility model, wherein the width of the slag flushing channel 41 is 1 m-1.5 m, and the depth of the slag flushing channel 41 is 1 m-1.3 m, so as to ensure the circulation capacity of the slag flushing channel 41.
As preferred, as shown in fig. 1 and 3, the utility model provides a towards sediment structure, wherein, the position department that is close to its second side on the top surface of platform member 2 is equipped with guardrail 5, guardrail 5 extends the setting along the length direction of structure body 1, can protect the staff of walking on the top surface of platform member 2 through setting up guardrail 5, prevent that the staff from weighing down and falling into irrigation canals and ditches 14 or towards the cinder notch 41, guardrail 5's lower extreme is through pre-buried a plurality of third built-in fittings 51 and platform member 2 fixed connection in platform member 2 to guarantee the reliability of being connected between guardrail 5 and the platform member 2.
Compared with the prior art, the utility model has the advantages as follows:
the slag flushing structure provided by the utility model has the advantages that the prefabricated platform component is directly installed in the groove of the structure body, the reinforced concrete pouring is not needed, and the construction of building blocks in a narrow space by constructors is not needed, so that the overall cost of the pedestrian platform and the slag flushing structure can be effectively reduced, and the slag flushing structure has the advantage of convenient construction; meanwhile, the platform component is separated from the structure body, so that the stress analysis of all parts of the structure body by workers is facilitated.
The above description is only exemplary of the present invention, and is not intended to limit the scope of the present invention. Any equivalent changes and modifications that can be made by one skilled in the art without departing from the spirit and principles of the invention should be considered within the scope of the invention.
Claims (10)
1. The utility model provides a towards sediment structure, its characterized in that towards sediment structure includes structure body and platform component, be formed with open-top's slot on the structure body, the platform component install in the bottom of slot, just the platform component extends along the length direction of slot, the first side of platform component is close to the setting of the first side inner wall of slot, be formed with the irrigation canals and ditches between the second side of platform component and the second side inner wall of slot, the top surface of platform component is horizontal setting.
2. The slag flushing structure as claimed in claim 1, wherein the structure body includes a bottom plate disposed transversely and two side walls extending upward from two side edges of the bottom plate in the width direction, the two side walls are parallel to each other, and the groove is formed between the two side walls and the bottom plate.
3. The sluicing structure of claim 2 wherein said first side of said platform member is connected to one of said sidewalls by a connecting assembly and said channel is formed between said second side of said platform member and the other of said sidewalls.
4. The slag flushing structure of claim 3, wherein the platform member is formed by splicing a plurality of prefabricated members along the length of the trench, each of the prefabricated members being joined to the same side wall of the structural body by the connecting assembly.
5. The slag flushing structure of claim 4, wherein the prefabricated member includes a horizontally arranged top plate and two longitudinal support plates formed by extending downward from both side edges of the top plate in the width direction of the groove, the two longitudinal support plates being parallel to each other.
6. The slag flushing structure of claim 5, wherein the preform has a dimension in the length direction of the groove in a range of 0.5m to 3 m; the dimension range of the prefabricated part in the width direction of the groove is 0.6-1 m; the height dimension range of the prefabricated member is 1 m-1.5 m.
7. The slag flushing structure according to any one of claims 3 to 6, wherein the connecting assembly comprises a first embedded part and a second embedded part which can be connected with each other, the first embedded part is embedded inside the side wall of the structure body, and the second embedded part is embedded in the platform member.
8. The slag flushing structure as claimed in any one of claims 1 to 6, wherein an anti-wear member is arranged inside the ditch, a slag flushing ditch is concavely formed on the anti-wear member, and the slag flushing ditch has an arc-shaped bottom.
9. The sluicing structure of claim 8, wherein the width of the sluicing channel is 1m to 1.5 m.
10. The slag flushing structure according to any one of claims 1 to 6, wherein a guardrail is arranged on the top surface of the platform member near the second side of the platform member, the guardrail extends along the length direction of the structure body, and the lower end of the guardrail is fixedly connected with the platform member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922101754.7U CN211368944U (en) | 2019-11-28 | 2019-11-28 | Slag flushing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922101754.7U CN211368944U (en) | 2019-11-28 | 2019-11-28 | Slag flushing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211368944U true CN211368944U (en) | 2020-08-28 |
Family
ID=72166717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922101754.7U Active CN211368944U (en) | 2019-11-28 | 2019-11-28 | Slag flushing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211368944U (en) |
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2019
- 2019-11-28 CN CN201922101754.7U patent/CN211368944U/en active Active
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