A skew-span support structure for a coke oven battery

Abstract

The present disclosure provides a skew span support structure for a coke oven greenhouse, comprising a plurality of rod members and a plurality of connecting members, the plurality of connecting members being detachably mounted between two adjacent rod members to form a first frame and a second frame, the first frame and the second frame enclosing a load-bearing frame, the lower end of the first frame being connected to the ground, the upper end of the first frame being connected to the second frame, the side of the second frame away from the first frame being connected to the main body of the greenhouse, and the second frame being arranged obliquely away from the main body of the greenhouse. The skew span support structure for the coke oven greenhouse improves construction efficiency and reduces labor intensity.

Description

Technical Field

[0001] This disclosure relates to the field of coke oven masonry technology, and in particular to an off-center support structure for coke oven sheds. Background Technology

[0002] The installation of the coke oven shed is an indispensable prerequisite for the construction of the coke oven body in a coking plant. The shed span is one of the main working surfaces in the construction of the oven body. Therefore, the structural stability of the shed's load-bearing frame is of paramount importance. Most load-bearing frames in related technologies adopt the form of steel columns and beams connected by multiple high-strength bolts. However, this connection method is not only time-consuming and labor-intensive, but the bolts are also prone to corrosion over a long period of time and are not easy to replace.

[0003] Public content The purpose of this disclosure is to provide an off-center support structure for a coke oven shed to solve or alleviate the problems existing in the prior art.

[0004] To achieve the above objectives, this disclosure provides the following technical solution: This disclosure provides an off-center support structure for a coke oven shed, comprising multiple rods and multiple connectors. The multiple connectors are detachably installed between two adjacent rods to form a first frame and a second frame. The first frame and the second frame form a load-bearing frame. The lower end of the first frame is connected to the ground, and the upper end of the first frame is connected to the second frame. The side of the second frame away from the first frame is connected to the main body of the shed, and the second frame is arranged at an angle away from the main body of the shed.

[0005] With this configuration, the load-bearing frame is assembled from rods and detachable connectors, realizing modularity and rapid assembly and disassembly of the frame, improving construction efficiency and reducing labor intensity; the first frame is connected to the ground to provide basic support, the second frame is connected to the main body of the greenhouse and transfers the load to the main structure, and the second frame is arranged outwardly, together forming a stable spatial support system.

[0006] In some embodiments, the first frame includes a plurality of columns, which are evenly spaced along the length of the second frame.

[0007] This configuration, by evenly distributing multiple columns along the length, distributes the load borne by the load-bearing frame evenly to multiple support points, ensuring the uniformity and rationality of load transfer, avoiding local stress concentration, enhancing the overall load-bearing capacity and stability of the first frame, and also providing regular and reliable support for the upper structure.

[0008] In some embodiments, the column is a lattice column, which includes multiple vertically arranged members connected in sequence, as well as horizontal members and / or inclined members arranged between two adjacent vertical members.

[0009] This design, employing a lattice structure composed of vertical, horizontal, and diagonal members, ensures sufficient load-bearing capacity and rigidity while reducing weight, material consumption, and transportation costs. The horizontal and diagonal members enhance the stability of the column's cross-section, preventing local buckling and achieving a combination of lightweight and high strength, thus improving economy and ease of installation.

[0010] In some embodiments, the eccentric support structure for the coke oven shed further includes reinforcing ribs, which are obliquely arranged between the column and the second frame.

[0011] With this arrangement, the inclined stiffeners form an additional rigid connection between the columns of the first frame and the second frame, which can efficiently transfer part of the horizontal or lateral force borne by the second frame to the solid first frame and finally to the ground. This effectively enhances the rigidity of the joint, constrains the possible displacement of the second frame, and improves the overall ability of the load-bearing frame to resist lateral loads and the structural stability.

[0012] In some embodiments, the eccentric support structure for the coke oven shed further includes ground anchors for securing the bottom of the first frame to the ground.

[0013] This configuration provides a means to rigidly fix the bottom of the first frame to the ground, allowing the vertical pressure, uplift force, and horizontal shear force borne by the bottom of the frame to be reliably transferred to the foundation. This ensures the anchoring effect at the bottom and effectively prevents the load-bearing frame from slipping, overturning, or becoming unstable under load, thus fundamentally guaranteeing the stability of the support system.

[0014] In some embodiments, the ground anchor includes an anchor bar embedded in the ground and anchor claw bars connected to the anchor bar and the bottom of the first frame.

[0015] In this configuration, the ground anchor consists of anchor bars embedded in the foundation and anchor claw bars that serve as connectors. This split design separates the underground anchoring portion from the above-ground structural connection portion. The anchor bars rely on their bond with the soil to provide tensile and shear resistance, while the anchor claw bars ensure a secure connection. This makes the anchoring system more reliable and easier to adjust according to geological conditions, thereby providing strong resistance to overturning and sliding.

[0016] In some embodiments, the second frame is tilted at an angle greater than or equal to 15° and less than or equal to 30° in the direction away from the main body of the greenhouse.

[0017] This design limits the tilt angle of the second frame to between 15° and 30°, ensuring that it has sufficient slope to allow rainwater and debris to slide off naturally, preventing accumulation, thereby reducing additional load, preventing corrosion, and keeping the working surface clean. At the same time, this angle range also takes into account both drainage function and structural rationality.

[0018] In some embodiments, a plurality of support rods are also included, which are mounted on the second frame and are spaced apart in a direction close to the first frame, and extend horizontally along the length of the second frame.

[0019] This configuration, with multiple support rods extending horizontally along the length of the second frame, creates a continuous support plane of equal height on its inclined surface. The support rods are spaced apart along the inclined direction, forming a uniform and stable support foundation for the installation of components such as baffles above. This ensures the overall flatness and uniform load-bearing capacity of the work platform, improving its safety and usability.

[0020] In some embodiments, a plurality of baffles are also included, which are evenly laid out above the support rod.

[0021] With this setup, multiple baffles are evenly laid on the support plane formed by the support rods. The even laying of the baffles ensures that the platform is subjected to uniform force, which protects the structure below and greatly improves construction efficiency and safety.

[0022] In some embodiments, an installation hook is pre-embedded on the main body of the greenhouse, and the second frame is connected to the installation hook.

[0023] This design, by pre-embedding installation hooks on the main body of the greenhouse, provides ready-made and reliable connection points for the ends of the second frame. This connection method is quick to construct, provides reliable connection strength, and eliminates the need for destructive operations such as drilling and welding on the main body of the greenhouse on-site, thus protecting the integrity of the main structure and improving installation accuracy and efficiency. Attached Figure Description

[0024] The accompanying drawings, which form part of this disclosure, are used to provide a further understanding of this disclosure. The illustrative embodiments of this disclosure and their descriptions are used to explain this disclosure and do not constitute an undue limitation of this disclosure. Wherein: Figure 1 This is a schematic diagram of an off-center support structure for a coke oven shed, according to an embodiment of the present disclosure.

[0025] Explanation of reference numerals in the attached figures: First frame: 100; Second frame: 200; Main greenhouse structure: 300; Ground surface: 400. 1. Rod, 2. Connector, 3. Column, 4. Reinforcing rib, 5. Ground anchor, 6. Support rod, 7. Baffle, 8. Installation hook. Detailed Implementation

[0026] The present disclosure will now be described in detail with reference to the accompanying drawings and embodiments. Various examples are provided by way of interpretation and not by way of limitation. In fact, those skilled in the art will recognize that modifications and variations can be made to the present disclosure without departing from its scope or spirit. For example, a feature shown or described as part of one embodiment may be used in another embodiment to produce yet another embodiment. All other embodiments obtained by those skilled in the art based on the embodiments of the present disclosure should fall within the scope of protection of the embodiments of the present disclosure.

[0027] The specific embodiments of this disclosure will be described in detail below with reference to the accompanying drawings. It should be understood that the embodiments described and illustrated herein are non-limiting examples, and any equivalent substitutions or modifications based on the spirit and substance of this disclosure should be covered within the protection scope of this disclosure.

[0028] This disclosure provides an off-center support structure for coke oven sheds. This load-bearing frame is primarily used in industrial settings such as coking plants, aiming to provide an off-center working space with a sheltered roof, adjacent to an existing coke oven shed on one side, for coke oven body construction. The core concept is to abandon the traditional method of constructing a steel structure shed using steel beams and columns permanently connected by welding or high-strength bolts. Instead, it employs a modular rod system structure assembled from standardized members 1 and detachable connectors 2 as the load-bearing skeleton. This transformation allows the main materials constituting the skeleton—members 1 and connectors 2—to be completely disassembled after the project and reused in other projects, significantly reducing the one-time input and amortization costs of materials and solving the economic and technical problems of high material wastage and non-recyclability associated with traditional methods.

[0029] See appendix Figure 1 The load-bearing frame is a single-slope scaffold structure extending along its length. Its basic components include numerous members 1 and connectors 2 for connecting these members 1. Through the detachable connection of the connectors 2, these members 1 are systematically assembled into two spatially interconnected main frame parts: a first frame 100 and a second frame 200. The first frame 100 constitutes the vertical support and stability system of the entire load-bearing frame, and its lower end is reliably connected to the construction ground 400 to transmit vertical loads and resist lateral forces.

[0030] The second frame 200 forms an inclined roof framework system, with one end connected to the top of the first frame 100 and the other end connected to the existing coke oven shed main structure 300. The second frame 200 is designed to slope upwards away from the shed main structure 300, thus forming a load-bearing space structure with a drainage slope together with the first frame 100. The first frame 100 and the second frame 200 are connected as a whole by connectors 2, jointly bearing the roof covering layer, construction loads, and environmental loads such as wind and snow.

[0031] It should be noted that connector 2 can be scaffolding couplers, mainly including right-angle couplers, swivel couplers, and butt couplers. Right-angle couplers are used to fasten two members 1 that are perpendicularly connected in a cross shape. Swivel couplers can be used to fasten two members 1 that intersect at any angle, suitable for connecting diagonal members. Butt couplers are used to connect the ends of two members 1 to extend their length. These couplers generate a large clamping friction force through the tightening of bolts and nuts, thereby reliably connecting the members 1 and transmitting a certain amount of bending moment and shear force. In addition to couplers, other forms of detachable mechanical connectors 2, such as bolted clamps and wedge locking joints, may also be used at specific nodes. All these connectors 2 share the common feature that they all allow the connected members 1 to be separated without damage after the fasteners are removed (such as loosening the nuts).

[0032] Component 1 can be made of scaffolding steel pipe, commonly known as "scaffolding pipe." This type of steel pipe typically has an outer diameter of 48.3 mm and a wall thickness between 3 mm and 3.5 mm. It is made of carbon structural steel, possessing excellent mechanical properties and weldability. Standardized lengths (such as 3 meters and 6 meters) facilitate transportation, storage, and combination. To enhance durability for repeated use in open-air industrial environments, component 1 can undergo hot-dip galvanizing for corrosion protection. This type of component 1 has a large existing stock in the construction industry, and the rental market is mature, significantly reducing the implementation threshold and material costs of this solution.

[0033] With this configuration, the load-bearing frame is assembled from rod 1 and detachable connector 2, realizing the modularity and quick assembly and disassembly of the frame, improving construction efficiency and reducing labor intensity; the first frame 100 is connected to the ground 400 to provide basic support, the second frame 200 is connected to the main body of the greenhouse 300 and transfers the load to the main structure, and the second frame 200 is arranged outwardly, together forming a stable spatial support system.

[0034] Specifically, the first frame 100, serving as the "legs" and "body" of the load-bearing frame, is primarily composed of multiple columns 3 evenly spaced along the length of the second frame 200. This arrangement, by evenly distributing multiple columns 3 along the length, distributes the load borne by the load-bearing frame evenly across multiple support points, ensuring the uniformity and rationality of load transfer, avoiding localized stress concentration, enhancing the overall load-bearing capacity and stability of the first frame 100, and providing regular and reliable support for the structure above.

[0035] For example, each column 3 is not made of a single heavy steel section, but is a lattice structure assembled on site by multiple relatively lightweight rods 1 through connectors 2.

[0036] The lattice-type column 3 can be designed as a spatial truss column with a rectangular horizontal cross-section. For example, four vertically arranged members 1 are used as the main limbs of the column 3, and these four main limb members 1 are arranged at the four corners of a rectangle on the horizontal plane. In order to connect the four main limb members 1 into a whole and give it great resistance to lateral deformation, multiple layers of horizontal members 1 are set at different heights between two adjacent vertical main limb members 1. These horizontal members 1 are firmly connected to the main limb members 1 by connectors 2. Furthermore, within the rectangular frame formed by two vertical main limb members 1 and one layer of horizontal members 1, an inclined web member is added, with its two ends connected to the diagonal positions of the rectangular frame. The introduction of the horizontal members 1 and the inclined web member decomposes the rectangular frame, which may have undergone shear deformation, into non-deformable triangular stable units.

[0037] This design allows column 3 to utilize a lattice structure composed of vertical, horizontal, and diagonal members. While ensuring sufficient load-bearing capacity and rigidity, this reduces its weight, material consumption, and transportation costs. The horizontal members 1 and diagonal members enhance the stability of the column 3's cross-section, preventing local buckling and achieving a combination of lightweight and high strength, thus improving both economy and ease of installation.

[0038] The second frame 200 serves as the roof skeleton of the load-bearing frame, and its main function is to form the slope and provide the installation foundation for the roof covering layer.

[0039] The second frame 200 consists of a series of parallel roof beams, which are typically composed of a single or parallel double member 1 as the top chord. Below the top chord, inclined web members and horizontal (or slightly inclined) bottom chord members are connected at certain intervals by connectors 2, together forming a roof truss beam in the form of a planar truss to span the spacing between the columns 3.

[0040] To further enhance the local stiffness and bending capacity of the main roof beam, a single member 1 can be used as the main load-bearing chord. Additional reinforcing components can be fixed to this member 1. An effective and convenient reinforcement method is to use a "gold ingot" shaped reinforcing bar 4, formed by bending a section of steel bar to create a shape with a raised center and extended ends. The raised arc section fits the lower surface contour of the main roof beam member 1. The arc section of the reinforcing bar 4 is fixedly connected to the lower surface of the member 1 by intermittent welding. The extended ends of the reinforcing bar 4 effectively increase the additional material area on the tension side of the member 1 section, thereby improving the bending modulus of that section.

[0041] For example, the reinforcing rib 4 can also be arranged obliquely between the column 3 and the second frame 200.

[0042] With this configuration, the inclined reinforcing ribs 4 form an additional rigid connection between the columns 3 of the first frame 100 and the second frame 200, which can efficiently transfer part of the horizontal component or lateral force borne by the second frame 200 to the solid first frame 100 and finally to the ground 400. This effectively enhances the rigidity of the joint, constrains the possible displacement of the second frame 200, and improves the overall ability of the load-bearing frame to resist lateral loads and the structural stability.

[0043] In some embodiments, ground anchors 5 are provided on the ground 400, and the bottom of the first frame 100 is connected to the ground anchors 5. For example, see... Figure 1 As shown, at the corresponding bottom position of each column 3, a hole of a certain depth is drilled in the ground 400 (usually a hardened concrete ground 400) using a hammer drill or similar tool. A straight steel bar, serving as an anchor bar, is inserted into the hole, and then high-strength grout or epoxy resin anchoring agent is injected into the hole to form a strong bond between the anchor bar and the ground 400. Subsequently, a pre-bent U-shaped anchor claw steel bar is fitted with its open end onto the horizontal connecting rod 1 or a dedicated base plate at the bottom of the column 3, which is flush with the ground 400. Then, the two legs of the anchor claw steel bar are welded to the top of the anchor bar exposed above the ground 400.

[0044] In this configuration, the ground anchor 5 consists of anchor bars embedded in the foundation and anchor claw bars that serve as connectors. This split design separates the underground anchoring portion from the above-ground structural connection portion. The anchor bars provide tensile and shear resistance through their bond with the soil, while the anchor claw bars ensure a secure connection. This makes the anchoring system more reliable and easier to adjust according to geological conditions, thereby providing strong resistance to overturning and sliding.

[0045] In some embodiments, the tilt angle of the second frame 200 is a carefully considered design parameter. This tilt angle, i.e., the angle between the roof plane and the horizontal plane, is within the range of 15° or greater and 30° or less. For example, this angle can be 20° or 25°. By limiting the tilt angle of the second frame 200 to the range of 15° to 30°, it ensures that it has sufficient slope to allow rainwater, debris, etc., to slide off naturally, preventing accumulation, thereby reducing additional load, preventing corrosion, and keeping the working surface clean. At the same time, this angle range also takes into account drainage function and structural rationality.

[0046] To support the final baffle 7, i.e., the roof covering layer (such as corrugated steel sheets or profiled steel sheets), multiple support rods 6 can be installed on the second frame 200. These support rods 6 are arranged perpendicular to the main roof beams and are fixed to the upper chords of each main roof beam via connectors 2. The multiple support rods 6 are arranged at uniform intervals along the slope of the roof (i.e., from the high point connected to the main canopy 300 to the low point at the top of the first frame 100). These support rods 6 together form a dense grid-like plane, providing a continuous, multi-point support foundation for the roof covering material.

[0047] With this configuration, multiple support rods 6 extending horizontally along the length of the second frame 200 create a continuous support plane of equal height on its inclined surface. The support rods 6 are spaced apart along the inclined direction, forming a uniform and stable support foundation for the installation of components such as the baffle 7 above, ensuring the overall flatness and load uniformity of the work platform, and improving the platform's safety and usability.

[0048] For example, the baffles 7 are overlapped to prevent water damage, and the baffles 7 are fixed to the support rods 6 below using fasteners such as self-tapping screws. The support rod system 6 effectively collects and transfers the weight of the roof covering layer and the live load (such as snow load) on it to the roof beam below, and then from the roof beam to the columns 3 of the first frame 100, and finally to the ground 400 and the ground anchors 5, forming a clear load transfer path.

[0049] With this setup, multiple baffles 7 are evenly laid on the support plane formed by the support rods 6. The even laying of the baffles 7 ensures that the platform is subjected to uniform force, thus protecting the structure below and greatly improving construction efficiency and safety.

[0050] In some embodiments, the connection between the second frame 200 and the existing coke oven shed main body 300 needs to balance robustness and ease of construction. Installation hooks 8 are pre-welded to the corresponding elevation positions of the steel structure columns 3 or side walls of the shed main body 300.

[0051] For example, the mounting hook 8 can be made of a large-diameter steel bar (e.g., a steel bar with a diameter of 19 to 25 mm) bent to form a sturdy cantilever hook shape. When erecting the second frame 200, the member 1 at the end of the roof main beam can be directly inserted into the hook of the mounting hook 8, or tied and fixed with auxiliary parts such as wire and U-bolts, to achieve a reliable connection. This connection method avoids drilling or welding on-site in the main body of the greenhouse 300, protects the original structure, and is very quick to install and disassemble.

[0052] The following reference Figure 1 This disclosure describes a method for erecting an off-center support structure for a coke oven shed, according to an embodiment of the present disclosure. First, a site survey and measurement were conducted to determine the dimensions of the span, the axis of column 3, and the elevation of the connection point with the main body of the greenhouse 300. Then, material preparation was carried out, including cutting and transporting structural members 1, prefabricating and welding the roof main beam unit with ingot-shaped reinforcing ribs 4, and bending the reinforcing steel for the ground anchors 5.

[0053] During the formal installation, the first step is to erect the lattice-type columns 3 of the first frame 100. According to the layout position, the vertical main members 1, horizontal connecting rods, and diagonal web members are assembled layer by layer using connectors 2, and the verticality and elevation are corrected using measuring instruments. After the columns 3 are initially stabilized, the ground anchors 5 are immediately installed, including drilling, rebar installation, and welding of anchor claws to fix the bottom of the columns 3 to the ground 400. After all the columns 3 are installed and connected into a whole by the top horizontal connecting rod, the precast roof main beam unit of the second frame 200 is hoisted, with its lower end connected to the top of the columns 3, and its upper end suspended or fixed to the installation hooks 8 of the main structure 300 of the canopy.

[0054] Next, the longitudinal supports and necessary diagonal braces of the second frame 200 were completed to ensure the spatial stability of the roof truss system. Then, horizontal support rods 6 were installed on the main roof beams to form the roof floor grid. Finally, baffles 7 (color steel sheets) were laid from bottom to top on the support rod 6 system, fixed, and the joints were sealed. After all installations were completed, a comprehensive quality and safety inspection was conducted.

[0055] It should be noted that the descriptions of specific dimensions, angles, and material specifications in the above embodiments are illustrative in nature and are not intended to limit the scope of protection of this disclosure. For example, the cross-sectional shape of the lattice column 3 can be designed as a combination of triangles or more limbs as needed; the form of the roof reinforcing rib 4 is not limited to "ingot shape," and other profiles such as angle steel and flat steel can also be used, connected by clamps or bolts; the specific structure of the ground anchor 5 can also have various variations. The core of this disclosure lies in the basic concept of using a system of rods 1 assembled through detachable connectors 2 to form a load-bearing frame. Any technical solution that adopts this concept to build a temporary or semi-permanent shed-type load-bearing structure, regardless of the type of rods 1, the form of connectors 2, or the variation of its local structure, should fall within the scope of protection of this disclosure.

[0056] In the description of this disclosure, it should be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this disclosure and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this disclosure.

[0057] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this disclosure, "a plurality of" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0058] In this disclosure, unless otherwise expressly specified and limited, the terms "installation," "connection," "linking," "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a connection that allows communication between components; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise expressly limited. Those skilled in the art can understand the specific meaning of the above terms in this disclosure according to the specific circumstances.

[0059] In this disclosure, unless otherwise expressly specified and limited, "above" or "below" the second feature can mean that the first and second features are in direct contact, or that the first and second features are in indirect contact through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.

[0060] In this disclosure, the terms "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., refer to a specific feature, structure, material, or characteristic described in connection with that embodiment or example, which is included in at least one embodiment or example of this disclosure. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0061] The above description is merely a preferred embodiment of this disclosure and is not intended to limit this disclosure. Various modifications and variations can be made to this disclosure by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this disclosure should be included within the protection scope of this disclosure.

Claims

1. An off-center support structure for a coke oven shed, characterized in that, include: Multiple rods of equal length and multiple connectors, wherein the connectors are detachably installed between adjacent rods to form a first frame and a second frame, the first frame and the second frame forming a load-bearing frame. The lower end of the first frame is connected to the ground, the upper end of the first frame is connected to the second frame, the side of the second frame away from the first frame is connected to the main body of the greenhouse, and the second frame is arranged at an angle away from the main body of the greenhouse.

2. The offset support structure for a coke oven shed according to claim 1, characterized in that, The first frame includes a plurality of columns, which are evenly spaced along the length of the second frame.

3. The eccentric support structure for a coke oven shed according to claim 2, characterized in that, The column is a lattice column, which includes multiple vertically arranged vertical members connected in sequence, as well as horizontal members and / or inclined members arranged between two adjacent vertical members.

4. The eccentric support structure for a coke oven shed according to claim 2, characterized in that, It also includes reinforcing ribs, which are arranged obliquely between the column and the second frame.

5. The eccentric support structure for a coke oven shed according to claim 1, characterized in that, It also includes ground anchors for securing the bottom of the first frame to the ground.

6. The offset support structure for a coke oven shed according to claim 5, characterized in that, The ground anchor includes an anchor bar embedded in the ground and anchor claw bars connected to the anchor bar and the bottom of the first frame.

7. The offset support structure for a coke oven shed according to claim 1, characterized in that, The second frame has an inclination angle of 15° and 30° away from the main body of the greenhouse.

8. The offset support structure for a coke oven shed according to claim 1, characterized in that, It also includes a plurality of support rods, which are mounted on the second frame and are spaced apart in a direction close to the first frame, and extend horizontally along the length of the second frame.

9. The offset support structure for a coke oven shed according to claim 1, characterized in that, It also includes multiple baffles, which are evenly laid out above the support rod.

10. The offset support structure for a coke oven shed according to claim 1, characterized in that, The main body of the greenhouse is pre-embedded with installation hooks, and the second frame is connected to the installation hooks.

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