Assembly type simple hangar structure

Abstract

The utility model relates to the technical field of airport engineering construction, and discloses an assembly type simple hangar structure, and the arrangement of an independent foundation structure can provide stable foundation support required by a hangar. The independent base structures which are longitudinally arranged are arranged on the two sides of the hangar at intervals, so that the whole structure is evenly distributed, and the overall stability of the hangar is improved. The supporting columns, the tie bars, the inhaul cables and the connecting cables in the connecting structure act together, so that the strength and durability of the hangar structure are enhanced. The supporting columns bear longitudinal loads, the supporting columns are reinforced in the transverse direction through connection of the tie bars and the inhaul cables, and therefore the stability and the wind resistance of the structure are improved. The assembly type structure can be quickly assembled and disassembled, and time and labor cost are saved. The independent foundation structure and the connecting structure can be manufactured in advance, standardized and then rapidly installed on a construction site. Therefore, the hangar structure is suitable for temporary or mobile hangars which need to be frequently built and disassembled.

Description

Technical Field

[0001] The utility model relates to the technical field of airport engineering construction, in particular to an assembled simple hangar structure. Background Art

[0002] At present, the conventional parking method is to first land the aircraft on the designated ground apron and then drive it into the hangar. This parking method is relatively cumbersome and requires more manpower and time. However, in some special cases, the aircraft must complete the process from landing to driving out in a shorter time. Obviously, the conventional parking method takes a long time to drive the aircraft out of the apron, which is difficult to meet the needs of special occasions. Utility Model Content

[0003] The embodiment of the utility model aims to provide an assembled simple hangar structure to solve the technical problem in the prior art that under special circumstances, an aircraft must complete the process from landing to driving out in a relatively short time.

[0004] The utility model embodiment solves its technical problems by adopting the following technical solutions:

[0005] Provided is a simple assembled hangar structure, comprising:

[0006] An independent basic structure, wherein a plurality of the independent basic structures are longitudinally arranged at intervals on both sides of the hangar;

[0007] A connecting structure, the connecting structure includes support columns, tie rods, cables and connecting cables, the support columns are arranged on the independent basic structure, the tie rods are used to connect the support columns arranged longitudinally, the cables are used to connect the support columns arranged transversely, and adjacent cables are connected by the connecting cables, and special fabrics are also arranged on the cables.

[0008] In some embodiments, the independent foundation structure includes a foundation, a footing located on an upper portion of the foundation, and a short column inserted into the footing;

[0009] A plurality of steel bars are arranged at the bottom of the foundation, and the plurality of steel bars are vertically crossed to form a steel mesh;

[0010] A plurality of vertical longitudinal main bars are arranged along the axial direction inside the foot wrap, and the plurality of vertical longitudinal main bars are anchored into the bottom of the foundation. The vertical longitudinal main bars are connected by horizontal stirrups to form a steel skeleton, and reinforcing stirrups are also arranged on the top of the vertical longitudinal main bars.

[0011] In some embodiments, the foot includes a bottom plate,

[0012] The short column is inserted into the foot and welded to the base plate. The base plate is provided with bolt holes. Anchor bolts are connected to the base plate through the bolt holes, and the anchor bolts are anchored into the bottom of the foundation.

[0013] In some embodiments, cylindrical head welding pins are arranged on the outer wall of the short column along the height range of the foot, and the cylindrical head welding pins are used to connect the short column and the foot.

[0014] In some embodiments, a stiffening plate is provided at the top of the outer wall of the short column along its circumference, and a first flange plate is provided at the top of the short column. The stiffening plate connects the short column and the first flange plate through a fillet weld; bolt holes are provided at the edge of the first flange plate along its circumference;

[0015] A first connecting plate is provided at the top end of the outer wall of the short column along the axial side of the tie rod, the first connecting plate is connected to the short column and the first flange plate through a fillet weld, and a bolt hole is provided on the first connecting plate;

[0016] The tie rod is connected to the short column through the bolt hole on the first connecting plate.

[0017] In some embodiments, a second connecting plate is provided on the top of the short column, the second connecting plate is welded to the middle portion of the first flange plate through a fillet weld, and a bolt hole is provided on the second connecting plate;

[0018] The support column is connected to the short column through the bolt hole on the second connecting plate.

[0019] In some embodiments, the support column includes a vertical column, a diagonal brace and a web bar;

[0020] The columns are vertically arranged on the independent foundation;

[0021] The oblique support rod is obliquely arranged on the independent foundation and connected to the column;

[0022] The web member is arranged between the oblique support rod and the column.

[0023] In some embodiments, a second flange plate is provided at the bottom end of the column, bolt holes are opened on the second flange plate, and the second flange plate of the column is connected to the first flange plate of the short column by bolts.

[0024] In some embodiments, a sealing plate is provided at the bottom end of the oblique support rod, and the sealing plate is connected to the oblique support rod through a fillet weld; a third connecting plate is provided in the middle of the sealing plate, and the third connecting plate is connected to the sealing plate through a fillet weld, and a bolt hole is opened in the middle of the third connecting plate;

[0025] The third connecting plate of the oblique brace is connected to the second connecting plate of the short column by bolts.

[0026] In some embodiments, a first connecting member is provided at the connection between the cables;

[0027] A second connecting member is provided between the pull cable and the contact cable.

[0028] Compared with the prior art, in the assembled simple hangar structure provided by the embodiment of the utility model, the setting of the independent infrastructure can provide the stable foundation support required for the hangar. The longitudinally arranged independent infrastructure is arranged at intervals on both sides of the hangar, so that the entire structure is evenly distributed, which increases the overall stability of the hangar. The support columns, tie rods, cables and contact cables in the connection structure work together to enhance the strength and durability of the hangar structure. The support columns bear the longitudinal load, and the connection of the tie rods and cables reinforces the support columns in the transverse direction, thereby improving the stability and wind resistance of the structure. The assembled structure can be quickly assembled and disassembled, saving time and labor costs. The independent infrastructure and the connection structure can be pre-manufactured and standardized, and then quickly installed on the construction site. Therefore, this hangar structure is suitable for temporary or mobile hangars that need to be frequently built and disassembled. In addition, the cables and contact cables in the connection structure can be adjusted according to needs to meet the height and space requirements of the hangar. The setting of special fabrics can provide additional support and shading functions. This hangar structure can be customized according to actual needs to adapt to different sites and usage environments. The assembled simple hangar structure with independent basic structure and connection structure has the advantages of structural stability, strength and durability, rapid assembly and disassembly, as well as adjustment and customizability. Such a setting can meet the use requirements of the hangar and has good adaptability and flexibility. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] One or more embodiments are exemplarily described by the figures in the corresponding drawings, and these exemplifications do not constitute limitations on the embodiments. Elements with the same reference numerals in the drawings represent similar elements, and unless otherwise stated, the figures in the drawings do not constitute proportional limitations.

[0030] Figure 1 It is a structural schematic diagram of the assembled simple hangar structure provided by the utility model;

[0031] Figure 2 It is an exploded schematic diagram of the independent foundation structure provided by the utility model;

[0032] Figure 3 is an exploded schematic diagram of another embodiment of the independent basic structure provided by the utility model;

[0033] Figure 4It is a connection diagram of the pull cable and the connecting cable provided by the utility model;

[0034] Figure 5 It is a structural schematic diagram of the tie rod provided by the utility model;

[0035] Figure 6 It is a structural schematic diagram of the support column provided by the utility model.

[0036] Markings in the figure:

[0037] 100. Assembled simple hangar structure; 10. Independent foundation structure; 11. Foundation; 111. Steel mesh; 12. Foot wrap; 121. Vertical longitudinal main reinforcement; 122. Horizontal stirrups; 123. Strengthening stirrups; 124. Bottom plate; 13. Short column; 131. Cylindrical head rivets; 132. Stiffening plate; 133. First flange plate; 134. First connecting plate; 135. Second connecting plate; 20. Connection structure; 21. Support column; 211. Column; 2111. Second flange plate; 212. Oblique strut; 2121. Closing plate; 2122. Third connecting plate; 213. Web member; 22. Tie rod; 23. Cable; 24. Contact cable; 25. Special fabric; 26. First connecting piece; 27. Second connecting piece. DETAILED DESCRIPTION

[0038] In order to facilitate the understanding of the utility model, the utility model is described in more detail below in conjunction with the accompanying drawings and specific embodiments. It should be noted that when an element is described as "connected" to another element, it can be directly on another element, or there can be one or more centered elements therebetween. The terms "upper", "lower", "left", "right", "upper end", "lower end", "top" and "bottom" used in this specification indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, only for the convenience of describing the utility model 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 cannot be understood as a limitation on the utility model. In addition, the terms "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0039] Unless otherwise defined, all technical and scientific terms used in this specification have the same meaning as those commonly understood by those skilled in the art of the present invention. The terms used in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention.

[0040] Combine the following Figures 1 to 6 , the assembled simple hangar structure 100 provided in the embodiment of the present application is described in detail through a specific embodiment.

[0041] Please also read Figures 1 to 6 , Figure 1 It is a structural schematic diagram of the assembled simple hangar structure provided by the utility model; Figure 2 It is an exploded schematic diagram of the independent foundation structure provided by the utility model; Figure 3 is an exploded schematic diagram of another embodiment of the independent basic structure provided by the utility model; Figure 4 It is a connection diagram of the pull cable and the connecting cable provided by the utility model; Figure 5 It is a structural schematic diagram of the tie rod provided by the utility model; Figure 6 It is a structural schematic diagram of the support column provided by the utility model. The assembled simple hangar structure 100 provided in one embodiment of the utility model includes an independent basic structure 10 and a connecting structure 20. A plurality of independent basic structures 10 are longitudinally arranged at intervals on both sides of the hangar; the connecting structure 20 includes a support column 21, a tie rod 22, a cable 23 and a connecting cable 24, the support column 21 is arranged on the independent basic structure 10, the tie rod 22 is used to connect the longitudinally arranged support column 21, the cable 23 is used to connect the transversely arranged support column 21, and adjacent cables 23 are connected by connecting cables 24, and special fabrics 25 are also arranged on the cables 23.

[0042] The setting of the independent basic structure 10 can provide the stability required for the hangar, which is supported by the foundation 11. The longitudinally arranged independent basic structure 10 is arranged at intervals on both sides of the hangar, so that the entire structure is evenly distributed, increasing the overall stability of the hangar. The support columns 21, tie rods 22, cables 23 and contact cables 24 in the connection structure 20 work together to enhance the strength and durability of the hangar structure. The support column 21 bears the longitudinal load, and the connection of the tie rod 22 and the cable 23 reinforces the support column 21 in the transverse direction, thereby improving the stability and wind resistance of the structure. The prefabricated structure can be quickly assembled and disassembled, saving time and labor costs. The independent basic structure 10 and the connection structure 20 can be pre-manufactured and standardized, and then quickly installed on site. Therefore, this hangar structure is suitable for temporary or mobile hangars that require frequent construction and disassembly. In addition, the cables 23 and contact cables 24 in the connection structure 20 can be adjusted as needed to meet the height and space requirements of the hangar. The setting of the special fabric 25 can provide additional support and shading functions. This hangar structure can be customized according to actual needs and adapted to different sites and usage environments. The assembled simple hangar structure 100 using the independent basic structure 10 and the connection structure 20 has the advantages of structural stability, strength and durability, rapid assembly and disassembly, and adjustment and customizability. Such a setting can meet the use requirements of the hangar and has good adaptability and flexibility.

[0043] In some embodiments, the independent foundation structure 10 includes a foundation 11, a foot 12 located on the upper part of the foundation 11, and a short column 13 inserted into the foot 12; a plurality of steel bars are arranged at the bottom of the foundation 11, and the plurality of steel bars are vertically crossed to form a steel mesh 111; a plurality of vertical longitudinal main bars 121 are arranged inside the foot 12 along its axial direction, and the plurality of vertical longitudinal main bars 121 are anchored into the bottom of the foundation 11, and the vertical longitudinal main bars 121 are connected by horizontal stirrups 122 to form a steel skeleton, and reinforcing stirrups 123 are also arranged on the top of the vertical longitudinal main bars 121.

[0044] A plurality of steel bars are arranged at the bottom of the foundation 11, and the plurality of steel bars are vertically crossed to form a steel mesh 111; in addition, the vertical longitudinal main bars 121 inside the foot 12 are connected by horizontal stirrups 122 to form a steel skeleton, which can greatly improve the stability and earthquake resistance of the foundation 11. Moreover, by using the steel mesh 111 for reinforcement, the bearing capacity and durability of the foundation 11 can be effectively improved, making it more durable. The independent foundation structure 10 can be prefabricated in advance in the factory, saving the inconvenience of on-site production and improving efficiency.

[0045] In some embodiments, the foot 12 includes a base plate 124 , the short column 13 is inserted into the foot 12 and welded to the base plate 124 , a bolt hole is opened on the base plate 124 , the anchor bolt is connected to the base plate 124 through the bolt hole, and the anchor bolt is anchored into the bottom of the foundation 11 .

[0046] The short column 13 is welded to the base plate 124, which can improve the stability of the structure and prevent the short column 13 from shaking during use and affecting the stability of the entire structure. Bolt holes are opened on the base plate 124, and the anchor bolts can be directly connected to the base plate 124 through the bolt holes, which simplifies the installation process and improves the installation efficiency. The anchor bolts are connected to the base plate 124 through the bolt holes and anchored into the bottom of the foundation 11, which can effectively improve the durability of the entire structure and prevent the anchor bolts from loosening or falling off. Bolt holes are opened on the base plate 124, and different numbers and positions of anchor bolts can be selected according to actual conditions to meet different needs and scenarios.

[0047] In some embodiments, cylindrical head welding nails 131 are arranged on the outer wall of the short column 13 within the height range of the foot 12, and the cylindrical head welding nails 131 are used to connect the short column 13 with the foot 12. The cylindrical head welding nails 131 can firmly connect the short column 13 with the foot 12, thereby increasing the stability and bearing capacity of the structure.

[0048] The cylindrical head welding nail 131 can effectively increase the shear strength between the short column 13 and the foot 12, and improve the shear resistance of the structure. In addition, the use of the cylindrical head welding nail 131 can simplify the construction process, do not require additional connection materials, and reduce construction costs and construction period. The cylindrical head welding nail 131 is connected by welding, which has high durability and stability and can maintain the firmness of the connection for a long time.

[0049] In some embodiments, a stiffening plate 132 is provided at the top end of the outer wall of the short column 13 along its circumference, and a first flange plate 133 is provided at the top end of the short column 13. The stiffening plate 132 connects the short column 13 and the first flange plate 133 through a fillet weld; bolt holes are provided at the edge of the first flange plate 133 along its circumference; a first connecting plate 134 is provided at the top end of the outer wall of the short column 13 along one axial side of the tie rod 22, the first connecting plate 134 is connected to the short column 13 and the first flange plate 133 through a fillet weld, and the first connecting plate 134 is provided with bolt holes; the tie rod 22 is connected to the short column 13 through the bolt holes on the first connecting plate 134.

[0050] The stiffening plate 132 can increase the strength and bearing capacity of the short column 13 and improve the stability of the structure. At the same time, the setting of the first flange plate 133 and the first connecting plate 134 can increase the strength and stability of the entire structure. The setting of the bolt holes can facilitate the installation and removal of the tie rods 22, making the structure safer and more reliable. In addition, through the setting of the bolt holes, different numbers and positions of tie rods 22 can be selected according to actual conditions to adapt to different needs and scenarios. The corner weld connection method of the stiffening plate 132, the first flange plate 133 and the first connecting plate 134 can improve the stability and durability of the structure and prevent the structure from loosening or damage due to vibration or other reasons. Through such a setting, the structural design is simple, easy to manufacture and install, and the material utilization rate is high, which can reduce costs and improve efficiency.

[0051] In some embodiments, a second connecting plate 135 is provided at the top of the short column 13, and the second connecting plate 135 is welded to the middle part of the first flange plate 133 through a corner weld, and a bolt hole is opened on the second connecting plate 135; the support column 21 is connected to the short column 13 through the bolt hole on the second connecting plate 135.

[0052] By setting the second connecting plate 135, the support column 21 can be firmly connected to the short column 13, thereby improving the stability and bearing capacity of the entire structure. The setting of the bolt hole can facilitate the installation and removal of the support column 21, making the installation and adjustment of the structure more convenient. And due to the presence of the bolt hole, the position of the support column 21 can be flexibly adjusted to meet the support requirements of different heights or angles. The connection method of the fillet weld can provide higher structural reliability and prevent the connection from loosening or falling off. Through such a setting, if the support column 21 needs to be repaired or replaced, it can be quickly disassembled by removing the bolts, thereby improving the convenience of maintenance.

[0053] In some embodiments, the support column 21 includes a vertical column 211, a diagonal strut 212 and a web 213; the vertical column 211 is vertically arranged on the independent foundation structure 10; the diagonal strut 212 is diagonally arranged on the independent foundation structure 10 and connected to the vertical column 211; the web 213 is arranged between the diagonal strut 212 and the vertical column 211.

[0054] The column 211, as the main supporting element, provides a more stable structural support. The column 211 can bear the load in the vertical direction and provide stability by connecting with the independent foundation structure 10. The arrangement of the oblique brace 212 and the web 213 can increase the rigidity and stability of the overall structure, so that it can bear lateral and oblique loads, and disperse and balance the load. The oblique brace 212 can effectively guide the earthquake load to the foundation, reduce the stress concentration of the structure, and reduce the risk of structural deformation and damage. The arrangement of the web 213 can increase the anti-overturning and anti-lateral displacement capabilities of the structure and improve the seismic performance of the overall structure. The arrangement of the column 211, the oblique brace 212 and the web 213 can be flexibly arranged according to actual needs to adapt to different structural forms and spatial layouts. At the same time, the arrangement of the support column 21 can reduce the deadweight of the structure and improve the efficiency of space utilization. Through such an arrangement, the arrangement of the columns 211, the diagonal braces 212 and the web members 213 can reasonably share and transfer the load, reduce the material usage of the structure, and reduce the construction cost. At the same time, since the arrangement of the support columns 21 can improve the stability and earthquake resistance of the structure, the need for structural modification and maintenance can be reduced, saving maintenance costs.

[0055] The upright columns 211, the diagonal braces 212 and the web members 213 are all square steel tubes.

[0056] In some embodiments, a second flange plate 2111 is disposed at the bottom end of the column 211 , and bolt holes are opened on the second flange plate 2111 . The second flange plate 2111 of the column 211 is connected to the first flange plate 133 of the short column 13 by bolts.

[0057] By connecting the second flange plate 2111 of the column 211 and the first flange plate 133 of the short column 13 with bolts, the stability and rigidity of the connection can be ensured. The bolts can provide sufficient tightening force, so that the connection is not easy to loosen or deform, thereby increasing the stability of the entire support system. The bolt connection method can simplify the installation and removal process of the column 211 and the short column 13. By adjusting the tightness of the bolts, the connection between the column 211 and the short column 13 can be easily adjusted to meet different needs and requirements. The setting of the bolt hole can allow the column 211 to be adjusted and adjusted in the vertical direction to a certain extent. This means that during the installation process, the height of the column 211 can be fine-tuned as needed to ensure alignment and matching with other parts. This adjustability can improve the accuracy and precision of the installation. Through such a setting, the setting of the bolt connection between the column 211 and the short column 13 provides a more reliable, convenient and flexible connection method, with better installation performance and adjustment performance, while also reducing the cost of maintenance and replacement.

[0058] In some embodiments, a closing plate 2121 is provided at the bottom end of the oblique strut 212, and the closing plate 2121 is connected to the oblique strut 212 through a corner weld; a third connecting plate 2122 is provided in the middle of the closing plate 2121, and the third connecting plate 2122 is connected to the closing plate 2121 through a corner weld, and a bolt hole is opened in the middle of the third connecting plate 2122; the third connecting plate 2122 of the oblique strut 212 is connected to the second connecting plate 135 of the short column 13 through bolts.

[0059] By connecting the cover plate 2121 with the diagonal brace 212 by using fillet welds, and connecting the third connecting plate 2122 with the short column 13 by bolts, the firmness and stability of the connection can be ensured. This composite connection method can effectively share the load and provide a durable connection. The cover plate 2121 and the diagonal brace 212 are connected by fillet welds, and the third connecting plate 2122 and the short column 13 are connected by bolts, so that the installation and disassembly process is simpler and more efficient. This design allows the installation and adjustment of the diagonal brace 212 to be completed more quickly, and also facilitates future maintenance and replacement. The bolt holes opened on the third connecting plate 2122 allow the diagonal brace 212 to be adjusted and adjusted within a certain range. This means that the support structure can be fine-tuned according to actual needs to ensure the stability and adaptability of the structure. This adjustability makes the support system more flexible and can adapt to different engineering requirements and site conditions. Since the connection is reasonably designed and the installation is firm and reliable, the maintenance requirements of the support system can be reduced. The stability and durability of the connection can reduce the maintenance frequency, and also reduce the maintenance cost and workload.

[0060] In some embodiments, a first connector 26 is provided at the connection between the cables 23 and the cables 23; a second connector 27 is provided between the cables 23 and the contact cable 24. The first connector 26 is located at the connection between the cables 23 and the cables 23 to ensure that they are firmly connected, thereby preventing them from loosening or falling off during use. The second connector 27 is located between the cables 23 and the contact cable 24, which can provide additional support and connection to make the system more stable. This dual connection method can effectively reduce vibration or failure caused by external forces or movements, and improve the working efficiency and safety of the system.

[0061] It should be specially noted that the prefabricated simple hangar structure 100 provided in the embodiment of the utility model only shows the part related to the technical problem to be solved by the embodiment of the utility model. It can be understood that the prefabricated simple hangar structure 100 provided in the embodiment of the utility model also includes other structures for realizing the functions of the prefabricated simple hangar structure 100, which will not be described one by one here.

[0062] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Under the idea of ​​the present invention, the technical features in the above embodiments or different embodiments can also be combined, the steps can be implemented in any order, and there are many other changes in different aspects of the present invention as above, which are not provided in detail for the sake of simplicity. Although the present invention is described in detail with reference to the aforementioned embodiments, ordinary technicians in this field should understand that they can still modify the technical solutions recorded in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. These modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the various embodiments of the present invention.

Claims

1. A simple assembled hangar structure, characterized in that: include: An independent basic structure, wherein a plurality of the independent basic structures are longitudinally arranged at intervals on both sides of the hangar; A connecting structure, the connecting structure includes support columns, tie rods, cables and connecting cables, the support columns are arranged on the independent basic structure, the tie rods are used to connect the support columns arranged longitudinally, the cables are used to connect the support columns arranged transversely, and adjacent cables are connected by the connecting cables, and special fabrics are also arranged on the cables.

2. The assembled simple hangar structure according to claim 1 is characterized in that: The independent foundation structure comprises a foundation, a footing located at the upper part of the foundation, and a short column inserted into the footing; A plurality of steel bars are arranged at the bottom of the foundation, and the plurality of steel bars are vertically crossed to form a steel mesh; A plurality of vertical longitudinal main bars are arranged along the axial direction inside the foot wrap, and the plurality of vertical longitudinal main bars are anchored into the bottom of the foundation. The vertical longitudinal main bars are connected by horizontal stirrups to form a steel skeleton, and reinforcing stirrups are also arranged on the top of the vertical longitudinal main bars.

3. The assembled simple hangar structure according to claim 2 is characterized in that: The foot package includes a bottom plate, The short column is inserted into the foot and welded to the base plate. The base plate is provided with bolt holes. Anchor bolts are connected to the base plate through the bolt holes, and the anchor bolts are anchored into the bottom of the foundation.

4. The assembled simple hangar structure according to claim 3 is characterized in that: The outer wall of the short column is provided with cylindrical head welding nails along the height range of the foot, and the cylindrical head welding nails are used to connect the short column and the foot.

5. The assembled simple hangar structure according to claim 4 is characterized in that: A stiffening plate is provided at the top end of the outer wall of the short column along its circumference, a first flange plate is provided at the top end of the short column, and the stiffening plate connects the short column and the first flange plate through a fillet weld; The edge of the first flange plate is provided with bolt holes along its circumference; A first connecting plate is provided at the top end of the outer wall of the short column along the axial side of the tie rod, the first connecting plate is connected to the short column and the first flange plate through a fillet weld, and a bolt hole is provided on the first connecting plate; The tie rod is connected to the short column through the bolt hole on the first connecting plate.

6. The assembled simple hangar structure according to claim 5 is characterized in that: A second connecting plate is provided on the top of the short column, the second connecting plate is welded to the middle part of the first flange plate through a fillet weld, and a bolt hole is opened on the second connecting plate; The support column is connected to the short column through the bolt hole on the second connecting plate.

7. The assembled simple hangar structure according to claim 6 is characterized in that: The support column includes a vertical column, a diagonal brace and a web bar; The columns are vertically arranged on the independent foundation; The oblique support rod is obliquely arranged on the independent foundation and connected to the column; The web member is arranged between the oblique support rod and the column.

8. The assembled simple hangar structure according to claim 7 is characterized in that: A second flange plate is disposed at the bottom end of the column, and bolt holes are opened on the second flange plate. The second flange plate of the column is connected to the first flange plate of the short column by bolts.

9. The assembled simple hangar structure according to claim 8, characterized in that: A sealing plate is provided at the bottom end of the oblique support rod, and the sealing plate is connected to the oblique support rod through a fillet weld; a third connecting plate is provided in the middle of the sealing plate, and the third connecting plate is connected to the sealing plate through a fillet weld, and a bolt hole is opened in the middle of the third connecting plate; The third connecting plate of the oblique brace is connected to the second connecting plate of the short column by bolts.

10. The assembled simple hangar structure according to claim 9, characterized in that: A first connecting member is provided at the connection between the cables; A second connecting member is provided between the pull cable and the contact cable.

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