Improved structure of steel belt vestibule

Abstract

The invention provides a transformation structure of a steel belt vestibule and belongs to the technical field of coke conveying line transformation, the transformation structure of the steel belt vestibule comprises truss members, a transfer station and supporting rigid frames, the transfer station is arranged between the truss members, and the supporting rigid frames are arranged at the two ends of the transfer station; according to the steel belt vestibule, truss components of an original steel belt vestibule are connected with the supporting rigid frame, the two trusses are supported by the supporting rigid frame, the supporting rigid frame becomes an end structure of the trusses and serves as a new supporting point of the steel belt vestibule, and the stability and structural safety of the cut-off position of the original steel belt vestibule are guaranteed; the original steel belt vestibule is connected with the newly-built transfer station, on the premise of normal operation of a transportation system, the material conveying route of the steel belt vestibule is transformed, the construction safety is guaranteed, meanwhile, normal production of enterprises is not affected, and therefore production losses and economic losses are reduced.

Description

Technical Field

[0001] This application belongs to the technical field of coke conveying line transformation, and particularly relates to a transformation structure of a steel belt gallery. Background Art

[0002] To better adapt to the market, enterprises in the coking industry have carried out production capacity adjustment and facility upgrading and transformation. During the transformation and upgrading of the cold coke conveying system, it is inevitable to adjust the coke conveying route. During the adjustment process, the belt gallery cannot continue to operate due to construction, affecting normal production. Summary of the Invention

[0003] The present invention aims to solve at least one of the technical problems existing in the prior art or related technologies.

[0004] In view of this, according to an embodiment of the present application, a transformation structure of a steel belt gallery is proposed, including:

[0005] Truss members, the truss members include two trusses;

[0006] Transfer station, the transfer station extends along the length direction of the truss members, and the transfer station is arranged between the two trusses;

[0007] Support rigid frames, at least two support rigid frames are arranged at the ends of the transfer station, and at least one support rigid frame is arranged at each end of the transfer station;

[0008] At least one support rigid frame is connected to one of the trusses, and the remaining support rigid frames are connected to the other truss to connect the two trusses.

[0009] In a feasible implementation manner, the transfer station is arranged at the turning point of the trajectory of the truss members.

[0010] In a feasible implementation manner, the transformation structure of the steel belt gallery further includes:

[0011] Steel platform, the steel platform extends along the length direction of the transfer station, the steel platform is arranged inside the transfer station, the steel platform is located below the belt conveyor, and the steel platform is connected to the legs of the belt conveyor to support the belt conveyor through the steel platform;

[0012] Wherein, the belt conveyor is used to transport materials between the two trusses.

[0013] In a feasible implementation manner, the transformation structure of the steel belt gallery further includes:

[0014] Leg steel beams, the leg steel beams extend along the length direction of the transfer station, the leg steel beams are detachably arranged inside the transfer station, and the leg steel beams are located below the belt conveyor;

[0015] The support is vertically arranged on the leg steel beam, and the support is detachably connected to the leg of the belt conveyor to temporarily support the belt conveyor through the leg steel beam and the support.

[0016] In a feasible implementation manner, there are two support rigid frames, and the modified structure of the steel belt gallery further includes:

[0017] Two steel bearing beams are arranged at both ends of the transfer station. The steel bearing beams are arranged along the width direction of the transfer station and are connected to the transfer station. The steel bearing beams are located below the support rigid frames to support the support rigid frames through the steel bearing beams.

[0018] In a feasible implementation manner, the modified structure of the steel belt gallery further includes:

[0019] The bracket is arranged on the end face of the transfer station. The bracket is located below the steel bearing beam, and the bottom surface of the steel bearing beam is connected to the top surface of the bracket. The bracket supports the steel bearing beam, and the steel bearing beam and the transfer station are connected through the bracket.

[0020] In a feasible implementation manner, the support rigid frame includes:

[0021] The frame includes an upper cross beam and two columns. The upper cross beam is arranged along the width direction of the transfer station, and the two columns are vertically arranged at both ends of the upper cross beam. The columns are connected to the upper cross beam;

[0022] The lower cross beam is arranged parallel to the upper cross beam, and both ends of the lower cross beam are respectively connected to the two columns;

[0023] The first stiffening plate is arranged on the side surface of the upper cross beam along the height direction of the upper cross beam;

[0024] The second stiffening plate is arranged on the side surface of the lower cross beam along the height direction of the lower cross beam;

[0025] Among them, the truss includes a first frame body, a second frame body and a third frame body. The first frame body is connected to the upper cross beam, the second frame body is connected to the lower cross beam, and the third frame body is connected to the lower cross beam.

[0026] In a feasible implementation manner, the modified structure of the steel belt gallery further includes:

[0027] The first connecting piece is arranged along the height direction of the upper cross beam and is vertically arranged on the bottom surface of the upper cross beam. The first connecting piece and the first stiffening plate are located in the same vertical plane;

[0028] The first frame body includes a first connecting portion and a second connecting portion. The first connecting portion is connected to the second connecting portion, and the first connecting portion and the second connecting portion are perpendicular to each other; the first connecting portion is connected to the bottom surface of the upper cross beam, and the second connecting portion is connected to the first connecting piece;

[0029] The fastener, after passing through the first connecting part, at least part of the fastener is embedded in the upper crossbeam to connect the first frame body with the upper crossbeam.

[0030] In a feasible implementation manner, the modified structure of the steel belt corridor further includes:

[0031] The second connecting piece, the second connecting piece is arranged along the height direction of the lower crossbeam, the second connecting piece is vertically arranged on the top surface of the lower crossbeam, and the second connecting piece and the second stiffening plate are located in the same vertical plane;

[0032] The second frame body includes a third connecting part and a fourth connecting part, the third connecting part is connected to the fourth connecting part, and the third connecting part and the fourth connecting part are perpendicular to each other; the third connecting part is connected to the top surface of the lower crossbeam, and the fourth connecting part is connected to the second connecting piece;

[0033] The reinforcing member, the reinforcing member includes a first supporting part and a second supporting part, the first supporting part is connected to the second supporting part, and the first supporting part and the second supporting part are perpendicular to each other;

[0034] The first supporting part is vertically connected to the third connecting part, and the second supporting part is vertically connected to the fourth connecting part;

[0035] Wherein, the length of the first supporting part is not greater than the length of the fourth connecting part; the length of the second supporting part is not greater than the length of the third connecting part.

[0036] In a feasible implementation manner, the modified structure of the steel belt corridor further includes:

[0037] The third connecting piece, the third connecting piece includes a third supporting part and a fourth supporting part, the third supporting part is connected to the fourth supporting part, and the third supporting part and the fourth supporting part are perpendicular to each other; the third supporting part is connected to the top surface of the lower crossbeam, and the fourth supporting part and the second stiffening plate are located in the same vertical plane;

[0038] The third frame body includes a fifth connecting part and a sixth connecting part, the fifth connecting part is connected to the sixth connecting part, and the fifth connecting part and the sixth connecting part are perpendicular to each other; the fifth connecting part is arranged parallel to the fourth supporting part, and the fifth connecting part is connected to the fourth supporting part; the sixth connecting part is arranged at one end of the fifth connecting part away from the lower crossbeam, and the sixth connecting part extends in a direction away from the third connecting piece;

[0039] Wherein, the highest point of the fourth supporting part is lower than the bottom surface of the sixth connecting part.

[0040] Compared with the prior art, the beneficial effects of a modified structure of a steel belt corridor in this application are:

[0041] The renovation structure of the steel belt corridor provided by the embodiment of the present application includes truss members, transfer stations, and supporting rigid frames. By arranging transfer stations between the truss members and setting supporting rigid frames at both ends of the transfer stations, the truss members of the original steel belt corridor are connected to the supporting rigid frames, and the two trusses are supported by the supporting rigid frames, making the supporting rigid frames become the end structures of the trusses and serving as the new support points of the steel belt corridor, ensuring the stability and structural safety of the truncated part of the original steel belt corridor, and connecting the original steel belt corridor with the newly built transfer station. On the premise that the transportation system operates normally, the renovation of the material transportation route of the steel belt corridor is realized, ensuring construction safety and not affecting the normal production of the enterprise, thereby reducing production losses and economic losses. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] By reading the following detailed description of the preferred embodiments, various other advantages and benefits will become clear to those of ordinary skill in the art. The drawings are only for the purpose of showing the preferred embodiments and are not considered to be a limitation of the present application. Moreover, throughout the drawings, the same reference numerals are used to represent the same components. In the drawings:

[0043] Figure 1 is a schematic structural diagram of the renovation structure of the steel belt corridor according to an embodiment provided by the present application;

[0044] Figure 2 is a schematic structural diagram of the supporting rigid frame of the renovation structure of the steel belt corridor according to an embodiment provided by the present application;

[0045] Figure 3 is a schematic structural diagram of the leg steel beam of the renovation structure of the steel belt corridor according to an embodiment provided by the present application;

[0046] Figure 4 is Figure 2 the enlarged view of part A of

[0047] Figure 5 is Figure 2 the enlarged view of part B of

[0048] Figure 6 is Figure 2 the enlarged view of part C of

[0049] Among them, Figures 1 to 6 the corresponding relationship between the reference numerals and the component names in

[0050] 1. Truss; 2. Transfer station; 3. Supporting rigid frame; 4. Steel platform; 5. Steel supporting beam; 6. Bracket; 7. First connecting piece; 8. Fastener; 9. Second connecting piece; 10. Reinforcement piece; 11. Third connecting piece; 12. Leg steel beam; 13. Support.

[0051] 101. The first frame body; 102. The second frame body; 103. The third frame body;

[0052] 301. The upper cross beam; 302. The column; 303. The lower cross beam; 304. The first reinforcing rib plate; 305. The second reinforcing rib plate;

[0053] 1001. The first supporting part; 1002. The second supporting part;

[0054] 1101. The third supporting part; 1102. The fourth supporting part;

[0055] 1011. The first connecting part; 1012. The second connecting part; 1021. The third connecting part; 1022. The fourth connecting part; 1031. The fifth connecting part; 1032. The sixth connecting part. Detailed implementation mode

[0056] In the description of the present application, it should be understood that the orientation or positional relationship indicated by the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present application.

[0057] In addition, the terms "first" and "second" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present application, "a plurality" means two or more unless otherwise specifically defined.

[0058] In the present application, unless otherwise clearly defined and limited, the terms "install", "connect", "connection", "fix" and other terms should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection or an integral connection; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present application can be understood according to specific situations.

[0059] The following describes the preferred embodiments of the present application with reference to the drawings. It should be understood that the preferred embodiments described herein are only used to illustrate and explain the present application and are not used to limit the present application.

[0060] As Figure 1 and Figure 2 shown, according to an embodiment of the present application, a retrofit structure of a steel belt conveyor gallery is proposed, including: a truss member, a transfer station 2, and a supporting rigid frame 3; the truss member includes two trusses 1; the transfer station 2 extends along the length direction of the truss member, and the transfer station 2 is arranged between the two trusses 1; at least two supporting rigid frames 3 are arranged at the ends of the transfer station 2, and at least one supporting rigid frame 3 is arranged at each end of the transfer station 2; at least one supporting rigid frame 3 is connected to one of the trusses 1, and the remaining supporting rigid frames 3 are connected to the other truss 1 to connect the two trusses 1.

[0061] The retrofit structure of the steel belt conveyor gallery provided by the embodiment of the present application includes a truss member, a transfer station 2, and a supporting rigid frame 3. By arranging the transfer station 2 between the truss members and arranging the supporting rigid frames 3 at both ends of the transfer station 2, the truss member of the original steel belt conveyor gallery is connected to the supporting rigid frame 3, and the supporting rigid frame 3 supports the two trusses 1, so that the supporting rigid frame 3 becomes the end structure of the truss 1 and serves as a new support point of the steel belt conveyor gallery, ensuring the stability and structural safety of the truncated part of the original steel belt conveyor gallery, and connecting the original steel belt conveyor gallery with the newly built transfer station 2. On the premise that the transportation system operates normally, the material transportation route of the steel belt conveyor gallery is transformed, ensuring construction safety and not affecting the normal production of the enterprise, thereby reducing production losses and economic losses.

[0062] It should be noted that the trajectory of the steel belt conveyor gallery is the original coke transportation path, and the truss member is a part of the original steel belt conveyor gallery. By arranging the supporting rigid frame 3 at the connection between the steel belt conveyor gallery and the newly built transfer station 2 and using the supporting rigid frame 3 as the end structure of the truss 1, it further becomes the supporting structure at the truncated part of the steel belt conveyor gallery, ensuring the stability and structural safety of the truncated part of the steel belt conveyor gallery, and thus changing the coke transportation route on the premise that the cold coke transportation system operates normally and ensuring the normal production of the coking enterprise.

[0063] In a feasible implementation manner, the transfer station 2 is arranged at the turning point of the trajectory of the truss member.

[0064] In this technical solution, the transfer station 2 is built between the two trusses 1. At the turning point where the original material transportation route changes, a new transfer station 2 is built across the original gallery, making the newly built transfer station 2 the new turning point of the material transportation route, and then changing the original material transportation route through the construction of the transfer station 2, that is, changing the coke transportation route when the cold coke transportation system operates normally, so as to avoid affecting the normal production of the coking enterprise.

[0065] As Figure 1As shown, in a feasible implementation, the renovation structure of the steel belt gallery further includes: a steel platform 4, which extends along the length direction of the transfer station 2. The steel platform 4 is arranged inside the transfer station 2, below the belt conveyor, and is connected to the legs of the belt conveyor to support the belt conveyor through the steel platform 4. Among them, the belt conveyor is used to transport materials between the two trusses 1.

[0066] In this technical solution, along the length direction of the transfer station 2, a steel platform 4 is built inside the transfer station 2. The steel platform 4 serves as the support platform for the internal belt conveyor and transfer equipment in the transfer station 2 after renovation, ensuring the safety of materials during transfer in the transfer station 2.

[0067] Furthermore, the steel platform 4 inside the transfer station 2 is within the height range of the legs of the belt conveyor, and the installation height of the steel platform 4 is strictly matched with the vertical space parameters of the legs of the belt conveyor to ensure that the belt conveyor can operate normally in transportation and transfer after the installation of the steel platform 4.

[0068] As Figure 3 shown, in a feasible implementation, the renovation structure of the steel belt gallery further includes: a leg steel beam 12 and a support 13. The leg steel beam 12 extends along the length direction of the transfer station 2, is detachably arranged inside the transfer station 2, and is located below the belt conveyor. The support 13 is vertically arranged on the leg steel beam 12 and is detachably connected to the legs of the belt conveyor to temporarily support the belt conveyor through the leg steel beam 12 and the support 13.

[0069] In this technical solution, during the renovation process, a leg steel beam 12 is arranged inside the transfer station 2, and a plurality of supports 13 are arranged on the leg steel beam 12 to serve as the temporary support structure of the belt conveyor. After the installation of the steel platform 4 is completed, with the steel platform 4 as the support structure of the belt conveyor, the leg steel beam 12 and the support 13 can be removed at an opportune time to ensure the structural reliability of the belt conveyor, thereby ensuring that the belt conveyor can transport and transfer materials normally during the renovation process.

[0070] As Figure 1 shown, in a feasible implementation, there are two support rigid frames 3. The renovation structure of the steel belt gallery further includes: two steel joists 5, which are respectively arranged at both ends of the transfer station 2. The steel joists 5 are arranged along the width direction of the transfer station 2, are connected to the transfer station 2, and are located below the support rigid frames 3 to support the support rigid frames 3 through the steel joists 5.

[0071] In this technical solution, the steel supporting beam 5 is arranged along the width direction of the transfer station 2, and the steel supporting beam 5 is located outside both ends of the transfer station 2. The steel supporting beam 5 is installed after the transfer station 2 is built, and the steel supporting beam 5 supports the supporting steel frame 3. The supporting steel frame 3 coincides with the steel supporting beam 5 in the width direction of the transfer station 2, increasing the contact area between the supporting steel frame 3 and the steel supporting beam 5, ensuring the stability of the supporting steel frame 3, and further ensuring the stability and reliability of the new support points of the steel belt gallery.

[0072] In some examples, both ends of the leg steel beam 12 are connected to the steel supporting beam 5, so that both ends of the leg steel beam 12 are supported on the steel supporting beam 5, thereby ensuring the stability and structural reliability of the installation of the two temporary support structures of the leg steel beam 12 and the support 13.

[0073] As Figure 1 shown, in a feasible implementation manner, the renovation structure of the steel belt gallery further includes: a bracket 6. The bracket 6 is arranged on the end face of the transfer station 2. The bracket 6 is located below the steel supporting beam 5. The bottom surface of the steel supporting beam 5 is connected to the top surface of the bracket 6. The bracket 6 supports the steel supporting beam 5, and the steel supporting beam 5 is connected to the transfer station 2 through the bracket 6.

[0074] In this technical solution, the brackets 6 are arranged on the side walls at both ends of the transfer station 2. The brackets 6 are used to support the steel supporting beam 5, ensuring the stability and structural reliability of the installation of the steel supporting beam 5. As the bottom support structure of the steel supporting beam 5 and the supporting steel frame 3, it ensures the overall stability of the new structure, thereby ensuring the stability and reliability of the connection between the two trusses 1.

[0075] As Figure 2 shown, in a feasible implementation manner, the supporting steel frame 3 includes: a frame, a lower cross beam 303, a first stiffening plate 304, and a second stiffening plate 305. The frame includes an upper cross beam 301 and two columns 302. The upper cross beam 301 is arranged along the width direction of the transfer station 2. The two columns 302 are vertically arranged at both ends of the upper cross beam 301, and the columns 302 are connected to the upper cross beam 301. The lower cross beam 303 is arranged parallel to the upper cross beam 301, and both ends of the lower cross beam 303 are respectively connected to the two columns 302. The first stiffening plate 304 is arranged on the side surface of the upper cross beam 301 along the height direction of the upper cross beam 301. The second stiffening plate 305 is arranged on the side surface of the lower cross beam 303 along the height direction of the lower cross beam 303. Among them, the truss 1 includes a first frame body 101, a second frame body 102, and a third frame body 103. The first frame body 101 is connected to the upper cross beam 301, the second frame body 102 is connected to the lower cross beam 303, and the third frame body 103 is connected to the lower cross beam 303.

[0076] In this technical solution, the upper crossbeam 301 is connected to the truss 1, and the lower crossbeam 303 is connected to the truss 1. By connecting the upright columns 302 between the upper crossbeam 301 and the lower crossbeam 303, a rectangular support frame is formed, thereby ensuring the stability of the structure of the support rigid frame 3 itself and the stability of the support of the support rigid frame 3 for the truss 1. The first stiffening plate 304 is used to reinforce the upper crossbeam 301, and the second stiffening plate 305 is used to reinforce the lower crossbeam 303. The first frame body 101 is connected to the upper crossbeam 301, the second frame body 102 is connected to the lower crossbeam 303, and the third frame body 103 is connected to the lower crossbeam 303. The shape of the rectangular support rigid frame 3 can adapt to the original truss 1 structure. Without changing the original truss 1 structure, the truss 1 can be stably connected to the support rigid frame 3, thereby enabling the original steel belt pass gallery to be connected to the newly built transfer station 2. Thus, on the premise that the transportation system operates normally, the transformation of the material transportation route of the steel belt pass gallery is realized, ensuring construction safety and not affecting the normal production of the enterprise, so as to reduce production losses and economic losses.

[0077] As Figure 4 shown, in a feasible implementation manner, the transformation structure of the steel belt pass gallery further includes: a first connecting piece 7 and a fastener 8. The first connecting piece 7 is arranged along the height direction of the upper crossbeam 301. The first connecting piece 7 is vertically arranged on the bottom surface of the upper crossbeam 301, and the first connecting piece 7 and the first stiffening plate 304 are located in the same vertical plane. The first frame body 101 includes a first connecting portion 1011 and a second connecting portion 1012. The first connecting portion 1011 is connected to the second connecting portion 1012, and the first connecting portion 1011 and the second connecting portion 1012 are perpendicular to each other. The first connecting portion 1011 is connected to the bottom surface of the upper crossbeam 301, and the second connecting portion 1012 is connected to the first connecting piece 7. After the fastener 8 passes through the first connecting portion 1011, at least part of the fastener 8 is embedded in the upper crossbeam 301 to connect the first frame body 101 to the upper crossbeam 301.

[0078] In this technical solution, the first connecting piece 7 is fixed on the bottom surface of the upper crossbeam 301, and the first connecting piece 7 extends along the plane where the first stiffening plate 304 is located. The two first frame bodies 101 and the upper crossbeam 301 are reinforced by the fastener 8. The two first frame bodies 101 are respectively connected to both sides of the first connecting piece 7. Through the setting of the first connecting piece 7, the two first frame bodies 101 can be reinforced simultaneously, improving the firmness of the connection between the support rigid frame 3 and the truss 1, and making the first frame body 101 located at a position in the upper crossbeam 301 that is not easily deformed, thereby ensuring the support stability and reliability of the support rigid frame 3 for the truss 1.

[0079] Furthermore, the first connecting member 7 is arranged at the end of the upper cross beam 301, and the first frame body 101 is connected to the end position of the upper cross beam 301, so as to prevent the weight of the truss 1 from directly acting on the middle part of the support rigid frame 3, resulting in the deformation of the middle part of the support rigid frame 3, thereby ensuring the support effect on the truss 1.

[0080] As Figure 5 shown, in a feasible implementation manner, the transformation structure of the steel belt gallery further includes: a second connecting member 9 and a reinforcing member 10; the second connecting member 9 is arranged along the height direction of the lower cross beam 303, the second connecting member 9 is vertically arranged on the top surface of the lower cross beam 303, and the second connecting member 9 and the second stiffening plate 305 are located in the same vertical plane; the second frame body 102 includes a third connecting portion 1021 and a fourth connecting portion 1022, the third connecting portion 1021 is connected to the fourth connecting portion 1022, and the third connecting portion 1021 and the fourth connecting portion 1022 are perpendicular to each other; the third connecting portion 1021 is connected to the top surface of the lower cross beam 303, and the fourth connecting portion 1022 is connected to the second connecting member 9; the reinforcing member 10 includes a first supporting portion 1001 and a second supporting portion 1002, the first supporting portion 1001 is connected to the second supporting portion 1002, and the first supporting portion 1001 and the second supporting portion 1002 are perpendicular to each other; the first supporting portion 1001 is perpendicularly connected to the third connecting portion 1021, and the second supporting portion 1002 is perpendicularly connected to the fourth connecting portion 1022; wherein, the length of the first supporting portion 1001 is not greater than the length of the fourth connecting portion 1022; the length of the second supporting portion 1002 is not greater than the length of the third connecting portion 1021.

[0081] In this technical solution, the second connecting member 9 is fixed on the top surface of the lower cross beam 303, and the second connecting member 9 extends along the plane where the second stiffening plate 305 is located; two second frame bodies 102 are connected to the lower cross beam 303, and the two second frame bodies 102 are respectively connected to both sides of the second connecting member 9. Through the arrangement of the second connecting member 9, the two second frame bodies 102 can be reinforced simultaneously, the stability of the connection between the support rigid frame 3 and the truss 1 can be improved, and the second frame body 102 can be located at a position where the lower cross beam 303 is not easily deformed, thereby ensuring the support stability and reliability of the support rigid frame 3 for the truss 1; by arranging the reinforcing member 10 on the second frame body 102 to form a rectangular cross section, the second frame body 102 is reinforced, on the basis of improving the connection stability between the truss 1 and the support rigid frame 3, the deformation tendency of the truss 1 is reduced, and the structural stability and reliability of the truss 1 itself are maintained.

[0082] In this technical solution, the length of the support part is not greater than the length of the connecting part parallel to it, that is, the length of the first support part 1001 is not greater than the length of the fourth connecting part 1022, and the length of the second support part 1002 is not greater than the length of the third connecting part 1021. The reinforcing member 10 abuts against the side surface of the second frame body 102, playing a limiting effect on the second frame body 102, and further preventing the second frame body 102 from bending and deforming.

[0083] As Figure 6 shown, in a feasible implementation, the modified structure of the steel belt gallery further includes: a third connecting member 11, the third connecting member 11 includes a third support part 1101 and a fourth support part 1102, the third support part 1101 is connected to the fourth support part 1102, and the third support part 1101 and the fourth support part 1102 are perpendicular to each other; the third support part 1101 is connected to the top surface of the lower cross beam 303, and the fourth support part 1102 is in the same vertical plane as the second stiffening plate 305; the third frame body 103 includes a fifth connecting part 1031 and a sixth connecting part 1032, the fifth connecting part 1031 is connected to the sixth connecting part 1032, and the fifth connecting part 1031 and the sixth connecting part 1032 are perpendicular to each other; the fifth connecting part 1031 is arranged parallel to the fourth support part 1102, and the fifth connecting part 1031 is connected to the fourth support part 1102; the sixth connecting part 1032 is arranged at one end of the fifth connecting part 1031 away from the lower cross beam 303, and the sixth connecting part 1032 extends in a direction away from the third connecting member 11; wherein, the highest point of the fourth support part 1102 is lower than the bottom surface of the sixth connecting part 1032.

[0084] In this technical solution, generally, the truss 1 includes a plurality of third frame bodies 103, and each third frame body 103 is connected to the lower cross beam 303 through a third connecting member 11 to ensure the uniformity of the force on the support rigid frame 3, thereby ensuring the stability and reliability of the support of the support rigid frame 3 for the truss 1.

[0085] In this technical solution, the third connecting member 11 is fixed on the top surface of the lower cross beam 303, and the fourth support part 1102 extends along the plane where the second stiffening plate 305 is located, that is, one side surface of the third connecting member 11 extends along the plane where the second stiffening plate 305 is located, improving the anti-deformation ability of the third connecting member 11; the third frame body 103 is connected to the fourth support part 1102 of the lower cross beam 303, and the third frame body 103 is fixed through a plurality of third connecting members 11, dispersing the load of the third frame body 103 on the lower cross beam 303, improving the uniformity of the force on the support rigid frame 3, thereby ensuring the support stability and reliability of the support rigid frame 3 for the truss 1.

[0086] Those skilled in the art can easily understand that, on the premise of no conflict, the above embodiments can be freely combined and superimposed.

[0087] The above are only the preferred embodiments of the present application and are not intended to limit the present application. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present application shall be included within the protection scope of the present application. The above is only the preferred implementation manner of the present application. It should be noted that for those of ordinary skill in the art in this technical field, without departing from the technical principle of the present application, several improvements and variations can still be made, and these improvements and variations should also be regarded as within the protection scope of the present application.

Claims

1. A modified structure of a steel belt conveyor corridor, characterized in that, The modified structure of the steel belt gallery includes: Truss members, which include two trusses; Transfer station, which extends along the length direction of the truss members and is arranged between the two trusses; Support rigid frames, at least two of which are arranged at the ends of the transfer station, and at least one support rigid frame is arranged at each end of the transfer station; At least one of the support rigid frames is connected to one of the trusses, and the remaining support rigid frames are connected to the other truss to connect the two trusses.

2. The modified structure of a steel belt gallery according to claim 1, wherein The transfer station is arranged at the turning point of the track of the truss members.

3. The modified structure of a steel belt gallery according to claim 1, characterized in that, The modified structure of the steel belt gallery further includes: Steel platform, which extends along the length direction of the transfer station, is arranged inside the transfer station, is located below the belt conveyor, and is connected to the legs of the belt conveyor to support the belt conveyor through the steel platform; Wherein, the belt conveyor is used to transport materials between the two trusses.

4. The modified structure of a steel belt gallery according to claim 3, characterized in that, The modified structure of the steel belt gallery further includes: Leg steel beams, which extend along the length direction of the transfer station, are detachably arranged inside the transfer station, and are located below the belt conveyor; Supports, which are vertically arranged on the leg steel beams and are detachably connected to the legs of the belt conveyor to temporarily support the belt conveyor through the leg steel beams and the supports.

5. The modified structure of a steel belt gallery according to claim 1, characterized in that, There are two support rigid frames, and the modified structure of the steel belt gallery further includes: Two steel bearing beams, which are arranged at both ends of the transfer station, are arranged along the width direction of the transfer station, are connected to the transfer station, and are located below the support rigid frames to support the support rigid frames through the steel bearing beams.

6. The retrofit structure of a steel belt gallery according to claim 5, characterized in that, The modified structure of the steel belt gallery further includes: Brackets, which are arranged on the end face of the transfer station, are located below the steel bearing beams, the bottom surface of the steel bearing beams is connected to the top surface of the brackets, the brackets support the steel bearing beams, and the steel bearing beams and the transfer station are connected through the brackets.

7. The modified structure of a steel belt gallery according to claim 1, wherein The support rigid frame includes: Frame, which includes an upper cross beam and two columns, the upper cross beam is arranged along the width direction of the transfer station, the two columns are vertically arranged at both ends of the upper cross beam, and the columns are connected to the upper cross beam; Lower cross beam, which is arranged parallel to the upper cross beam, and both ends of the lower cross beam are respectively connected to the two columns; First stiffening plate, which is arranged on the side surface of the upper cross beam along the height direction of the upper cross beam; Second stiffening plate, which is arranged on the side surface of the lower cross beam along the height direction of the lower cross beam; Among them, the truss includes a first frame body, a second frame body and a third frame body. The first frame body is connected to the upper cross beam, the second frame body is connected to the lower cross beam, and the third frame body is connected to the lower cross beam.

8. The modified structure of a steel belt gallery according to claim 7, characterized in that, The modified structure of the steel belt gallery further includes: A first connecting member, which is arranged along the height direction of the upper cross beam, is vertically arranged on the bottom surface of the upper cross beam, and the first connecting member and the first stiffening plate are located in the same vertical plane; The first frame body includes a first connecting portion and a second connecting portion. The first connecting portion is connected to the second connecting portion, and the first connecting portion and the second connecting portion are perpendicular to each other; the first connecting portion is connected to the bottom surface of the upper cross beam, and the second connecting portion is connected to the first connecting member; Fasteners, after passing through the first connecting portion, at least part of the fasteners are embedded in the upper cross beam to connect the first frame body and the upper cross beam.

9. The retrofit structure of a steel belt conveyer gallery according to claim 7, wherein The modified structure of the steel belt gallery further includes: A second connecting member, which is arranged along the height direction of the lower cross beam, is vertically arranged on the top surface of the lower cross beam, and the second connecting member and the second stiffening plate are located in the same vertical plane; The second frame body includes a third connecting portion and a fourth connecting portion. The third connecting portion is connected to the fourth connecting portion, and the third connecting portion and the fourth connecting portion are perpendicular to each other; the third connecting portion is connected to the top surface of the lower cross beam, and the fourth connecting portion is connected to the second connecting member; A reinforcing member, which includes a first supporting portion and a second supporting portion. The first supporting portion is connected to the second supporting portion, and the first supporting portion and the second supporting portion are perpendicular to each other; The first supporting portion is vertically connected to the third connecting portion, and the second supporting portion is vertically connected to the fourth connecting portion; Among them, the length of the first supporting portion is not greater than the length of the fourth connecting portion; the length of the second supporting portion is not greater than the length of the third connecting portion.

10. The reconstructed structure of a steel belt conveyer gallery according to claim 7, characterized in that, The modified structure of the steel belt gallery further includes: A third connecting member, which includes a third supporting portion and a fourth supporting portion. The third supporting portion is connected to the fourth supporting portion, and the third supporting portion and the fourth supporting portion are perpendicular to each other; the third supporting portion is connected to the top surface of the lower cross beam, and the fourth supporting portion is located in the same vertical plane as the second stiffening plate; The third frame body includes a fifth connecting portion and a sixth connecting portion. The fifth connecting portion is connected to the sixth connecting portion, and the fifth connecting portion and the sixth connecting portion are perpendicular to each other; the fifth connecting portion is arranged parallel to the fourth supporting portion and is connected to the fourth supporting portion; the sixth connecting portion is arranged at one end of the fifth connecting portion away from the lower cross beam, and the sixth connecting portion extends in a direction away from the third connecting member; Among them, the highest point of the fourth supporting portion is lower than the bottom surface of the sixth connecting portion.

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