Space truss and herringbone column connecting node

Abstract

The utility model relates to the technical field of building construction, in particular to a space truss and herringbone column connecting joint which comprises a space truss and a herringbone column. The space truss comprises a first plane frame body, a second plane frame body and an inclined strut frame body, the first plane frame body and the second plane frame body are arranged in parallel, the first plane frame body is connected with the second plane frame body through the inclined strut frame body, the second plane frame body comprises a cross beam arranged in the length direction of the space truss, and the cross beam is connected with the inclined strut frame body; the herringbone column comprises a fixing block and two supporting legs, the two supporting legs are fixedly connected through the fixing block, and one supporting leg is connected with one cross beam through a corresponding bolt so as to support the space truss to be away from the ground. In the invention, the space truss is in bolted connection with the herringbone column, so that the high-altitude operation time is shortened, and the construction difficulty and risk are reduced. The bolt connection mode is simple and reliable, high in precision and capable of guaranteeing accurate butt joint between the supporting legs and the cross beam, and therefore stability and safety of the whole construction structure are guaranteed.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a space truss and herringbone column connecting node. BACKGROUND

[0002] With the development of the construction industry, space trusses, as an important structural element, are widely used in large venues, bridges, high-rise buildings and other fields. In the prior art, the installation and fixing method of space trusses mainly includes welding and fixing with auxiliary support structures. Specifically, workers need to accurately align the space truss with the pre-installed auxiliary support structure at the construction site, and then fix them together by welding. Since this process requires high precision and stability, it is usually completed by experienced technicians, and the welding process takes a long time, resulting in low overall construction efficiency. In addition, the welding process may also be affected by environmental factors, such as weather conditions and space limitations at the construction site, which will further affect the construction progress and quality. CONTENT OF THE UTILITY MODEL

[0003] The purpose of the present application is to provide a space truss and herringbone column connecting node that improves construction efficiency.

[0004] In order to achieve the above-mentioned purpose, the embodiments of the present application provide a space truss and herringbone column connecting node, comprising a space truss and a herringbone column. The space truss comprises a first planar frame body, a second planar frame body and a diagonal brace frame body, the first planar frame body and the second planar frame body are arranged in parallel, the first planar frame body is connected to the second planar frame body through the diagonal brace frame body, the second planar frame body comprises a cross beam arranged along the length direction of the space truss, the cross beam is arranged in parallel in two, and the cross beam is connected to the diagonal brace frame body; the herringbone column comprises a fixed block and two legs, the two legs are fixedly connected through the fixed block, and one leg is bolted to one cross beam to support the space truss away from the ground.

[0005] In one embodiment, the top end of the leg is provided with a bolt hole, and the bottom wall of the leg close to the cross beam is provided with a bolt hole, and the bolt is arranged in the bolt hole of the leg and the bolt hole of the cross beam to bolt the leg and the cross beam.

[0006] In one embodiment, a spacer is arranged between the leg and the cross beam, a matching groove is arranged on the bottom wall of the cross beam close to the leg, and the spacer is arranged in the matching groove to fix the bolt of the leg and the cross beam.

[0007] In one embodiment, the first planar frame body has a width greater than that of the second planar frame body, so as to form a space truss in the shape of an inverted trapezoid in a cross section perpendicular to the length direction.

[0008] In one embodiment, the bottom end of the leg is fixedly provided with a support pad, and the cross-sectional area of the support pad is greater than that of the bottom end of the leg.

[0009] In one embodiment, at least two of the fixing blocks are arranged between the two legs.

[0010] In one embodiment, the two cross beams are arranged in parallel and fixedly connected by a stiffener.

[0011] In one embodiment, the two ends of the two cross beams are fixedly connected by a profiled stiffener plate, which comprises a main plate body connecting the two cross beams and a secondary plate body at the two ends of the main plate body, the secondary plate body is provided with bolt holes, part of the main plate body is fixedly connected to the inner wall of the cross beam, and the main plate body is provided with bolt avoiding grooves on the plate structure inside the cross beam.

[0012] In one embodiment, the first planar frame body comprises support beams, support rods and diagonal bracing rods, the support beams are arranged in parallel, the diagonal bracing rods are arranged in cross with the support rods between the two support beams, and the diagonal bracing frame body fixedly connects the support beams and the second planar frame body.

[0013] In one embodiment, the diagonal bracing frame body comprises diagonal web members and straight web members, the diagonal web members and the straight web members are arranged alternately, the diagonal web members connect the first planar frame body and the second planar frame body, and the straight web members connect the first planar frame body and the second planar frame body.

[0014] Through the above technical solution, in the construction process, the space truss can be pre-assembled on the ground, then hoisted to the A-frame by hoisting equipment, and then bolted to the A-frame, which reduces the time of high-altitude operation and the difficulty and risk of construction. The bolted connection is not only simple and reliable, but also has high precision, which can ensure the accurate docking between the legs and the cross beams, thereby ensuring the stability and safety of the entire construction structure.

[0015] Other features and advantages of the present application will be described in detail in the following specific embodiments. BRIEF DESCRIPTION OF DRAWINGS

[0016] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following will briefly introduce the drawings needed to be used in the embodiments. It should be understood that the following drawings only show some of the embodiments of the present application, and therefore should not be considered as a limitation to the scope. For those skilled in the art, other related drawings can also be obtained without creative labor.

[0017] Figure 1 A structural schematic diagram of a one-view structure of one of the embodiments of the space truss and the herringbone column connection node provided by the present application;

[0018] Figure 2 A structural schematic diagram of a two-view partial structure of one of the embodiments of the space truss and the herringbone column connection node provided by the present application;

[0019] Figure 3 A structural schematic diagram of a one-view structure of another embodiment of the space truss and the herringbone column connection node provided by the present application;

[0020] Figure 4 A structural schematic diagram of a three-view partial structure of one of the embodiments of the space truss and the herringbone column connection node provided by the present application;

[0021] Figure 5 A structural schematic diagram of a two-view partial structure of another embodiment of the space truss and the herringbone column connection node provided by the present application.

[0022] Figure:

[0023] 100-space truss; 110-first plane frame body; 112-support beam; 114-support rod; 116-inclined bracing rod; 120-second plane frame body; 122-cross beam; 124-stiffener; 126- profiled stiffened plate; 128-matching groove; 130-inclined bracing frame body; 132-inclined web rod; 134-straight web rod;

[0024] 200-herringbone column; 210-fixing block; 220-leg; 230-support pad; 240-mounting hole;

[0025] 300-pad block. DETAILED DESCRIPTION

[0026] In order to make the purpose, technical solutions and advantages of the embodiments of the present application more clear, the following will combine the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are some of the embodiments of the present application, not all the embodiments. The components of the embodiments of the present application described and shown in the drawings here can be arranged and designed in various different configurations.

[0027] In the description of the present application, it should be noted that the terms "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship commonly placed when the product of the application is used, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application. In addition, the terms "first", "second" and the like are only used to distinguish the description and cannot be understood as indicating or implying relative importance.

[0028] In the description of the present application, it should be noted that, unless otherwise explicitly specified and limited, the terms "provided", "connected" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be directly connected, or indirectly connected through an intermediate medium, or it can be connected inside two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0029] The embodiments of the present application provide a space truss and herringbone column connecting node, as shown in Figure 1 The construction structure includes a space truss 100 and a herringbone column 200.

[0030] As shown in Figure 1 and Figure 2 The space truss 100 includes a first plane frame body 110, a second plane frame body 120 and a diagonal bracing frame body 130, the first plane frame body 110 and the second plane frame body 120 are arranged in parallel, the first plane frame body 110 is connected to the second plane frame body 120 through the diagonal bracing frame body 130, and the connection mode is, for example, welding, clamping, bolt connection or riveting.

[0031] As shown in Figure 1 The second plane frame body 120 includes a cross beam 122 arranged along the length direction of the space truss 100, the cross beam 122 is arranged in parallel in two, and the cross beam 122 is connected with the diagonal bracing frame body 130. The first plane frame body 110, the second plane frame body 120 and the diagonal bracing frame body 130 are connected to form a trapezoidal frame structure.

[0032] As shown in Figure 1 and Figure 3 The herringbone column 200 includes a fixed block 210 and two legs 220, the two legs 220 are fixedly connected through the fixed block 210, and the connection mode between the leg 220 and the fixed block 210 is, for example, welding, clamping, bolt connection or riveting.

[0033] Exemplarily, two A-frame columns 200 are arranged, and each end of the space truss 100 is provided with an A-frame column 200 to support the two ends of the space truss 100. The A-frame column 200 is provided with two legs 220, and the two legs 220 are separated on two sides. The arrangement of the A-frame column 200 further enhances the stability of the entire construction structure. In particular, when two A-frame columns 200 are arranged to support the two ends of the space truss 100, the risk of overturning is effectively prevented.

[0034] Exemplarily, the cross beam 122 is a hollow beam body, and the cross section perpendicular to the length direction is rectangular.

[0035] Exemplarily, two cross beams 122 are arranged in parallel, and one cross beam 122 is bolted to one leg 220 to support the space truss 100 away from the ground. During the construction process, after the space truss 100 is assembled on the ground, the space truss 100 is hoisted to the A-frame column 200 by hoisting equipment. The A-frame column 200 supports the space truss 100 to remain at a predetermined position, facilitating the welding and fixation of the space truss 100 with other structures, such as another space truss 100, a fixed column, etc. The leg 220 and the cross beam 122 are fixed by bolt connection, which is simple and reliable, has high precision, and improves the construction efficiency of the space truss 100.

[0036] The leg 220 and the cross beam 122 are connected by bolt connection, which is simple and fast, and does not require complex welding or riveting process, greatly improving the construction efficiency.

[0037] During the construction process, the space truss 100 can be pre-assembled on the ground, and then hoisted to the A-frame column 200 by hoisting equipment. Then the space truss 100 is bolted to the A-frame column 200, reducing the time of high-altitude operation and reducing the construction difficulty and risk.

[0038] The bolt connection method is not only simple and reliable, but also has high precision, which can ensure the accurate docking between the leg 220 and the cross beam 122, thereby ensuring the stability and safety of the entire construction structure.

[0039] The design of the inverted trapezoidal frame structure and the A-frame column 200 also helps to accurately control the position of the space truss 100 during the construction process, facilitating the subsequent welding and fixation with other structures.

[0040] In one embodiment, the leg 220 is provided with a bolt hole at the top end, and the top of the leg 220 is the end of the leg 220 close to the cross beam 122.

[0041] The cross beam 122 is provided with a bolt hole at the bottom wall close to the leg 220; for example, Figure 2 and Figure 5As shown, the bolt is threaded through the bolt hole on the leg 220 and the bolt hole on the cross beam 122 to bolt the leg 220 and the cross beam 122 together.

[0042] By providing bolt holes at the top end of the leg 220 and the bottom wall of the cross beam 122, and using bolts to thread and connect, this connection method is relatively simple and easy to operate. At the same time, the bolt connection can provide sufficient fastening force to ensure that the connection between the leg 220 and the cross beam 122 is firm and reliable, and is not easy to loosen.

[0043] As shown in Figure 4 In one embodiment, a mounting hole 240 is provided on the top end side wall of the leg, which facilitates the tightening and loosening process of the bolt at the bolt hole.

[0044] As shown in Figure 5 In one embodiment, a spacer 300 is provided between the leg 220 and the cross beam 122, and a matching groove 128 is provided on the bottom wall of the cross beam 122 near the leg 220. The spacer 300 is located in the matching groove 128, and the bolt for fixing the leg 220 and the cross beam 122 is threaded through the spacer 300.

[0045] Exemplarily, the spacer 300 is provided at least one. By providing the spacer 300, the height of the end of the space truss 100 can be adjusted to facilitate the butt joint and fixation of the space truss 100.

[0046] The provision of the spacer 300 increases the contact area between the leg 220 and the cross beam 122, thereby improving the stability of the connection. The spacer 300 can disperse the stress at the bolt connection, reducing the risk of loosening or damage caused by stress concentration.

[0047] The design of the matching groove 128 allows the spacer 300 to be accurately positioned on the cross beam 122, ensuring that the connection position between the leg 220 and the cross beam 122 is accurate. This helps to improve the precision and positioning accuracy of the entire mechanical structure, ensuring its stability and reliability in operation.

[0048] The spacer 300 usually has a certain elasticity and can play a buffering and damping role. During the operation of the mechanical equipment, the spacer 300 can absorb part of the vibration and impact force, reducing the direct friction and wear between the leg 220 and the cross beam 122, thereby prolonging the service life of the mechanical structure.

[0049] As shown in Figure 1As shown, in one embodiment, the width of the first planar frame body 110 is greater than the width of the second planar frame body 120, forming a space truss 100 with an inverted trapezoidal cross-section perpendicular to the length direction. This structure is more mechanically stable and can withstand greater lateral loads, enhancing the stability of the entire mechanical structure. The design of the inverted trapezoidal structure helps to distribute the load more evenly across the entire space truss 100, reducing the risk of local stress concentration. This helps to prolong the service life of the mechanical structure and improve its load-carrying capacity. In some application scenarios, such as in the fields of buildings, bridges, etc., the space truss 100 needs to span a large space. By adopting an inverted trapezoidal structure, the space can be used more efficiently while ensuring structural stability, reducing unnecessary material waste.

[0050] As shown, Figure 3 In one embodiment, the bottom end of the leg 220 is fixedly provided with a support pad 230, and the cross-sectional area of the support pad 230 is greater than that of the bottom end of the leg 220, which can significantly increase the contact area of the leg 220 with the ground. This helps to disperse the pressure of the leg 220 on the ground and improve the overall stability of the mechanical structure, especially when used on soft or uneven ground, effectively preventing the mechanical structure from tilting or sinking due to insufficient ground bearing capacity.

[0051] The increased contact area design of the support pad 230 can effectively prevent the leg 220 from sinking below the ground after heavy loading or long-term use.

[0052] Exemplarily, the H-shaped column 200 is connected to the support pad 230, and the connection between the H-shaped column and the support pad can be achieved by welding, insertion or one-piece forming, etc. The support pad 230 is provided with bolt holes, allowing the support pad 230 to be fixed to the foundation with bolts, thereby increasing the stability of the H-shaped column 200.

[0053] As shown, Figure 3 In one embodiment, at least two fixing blocks 210 are provided between the two legs 220, and the fixing blocks 210 are spaced apart.

[0054] The spaced-apart fixing blocks 210 reduce the weight of the H-shaped column 200. Exemplarily, two fixing blocks 210 are provided, and the two fixing blocks are spaced apart. In other embodiments, the fixing blocks 210 can also be spaced apart in other numbers, such as three, four or five, etc.

[0055] As shown, Figure 1 In one embodiment, the second planar frame body 120 has two cross beams 122, which are arranged in parallel and fixedly connected by stiffeners 124.

[0056] The two parallel cross beams 122 are fixedly connected by the stiffeners 124 to form a more stable frame structure. This arrangement can significantly improve the overall rigidity and stability of the second planar frame body 120, making it more robust and durable when facing external loads or vibrations.

[0057] The stiffeners 124 not only serve as connectors, but also help optimize the distribution of loads between the two cross beams 122. When the mechanical structure is subjected to loads, the stiffeners 124 can effectively transfer the loads to the adjacent cross beams 122, thereby avoiding excessive pressure on a single cross beam 122 and prolonging the service life of the mechanical structure.

[0058] As the two cross beams 122 form a more stable structure through the stiffeners 124, the carrying capacity of the entire second planar frame body 120 is significantly improved. This enhanced carrying capacity enables the mechanical structure to cope with greater load demands and be suitable for a wider range of application scenarios.

[0059] As shown in Figure 2 , Figure 4 and Figure 5 , in one embodiment, the two ends of the two cross beams 122 are fixedly connected by the profiled stiffener plate 126, which includes a main plate body and a secondary plate body. The main plate body connects the two cross beams 122, and the secondary plate body is provided with two, one at each end of the main plate body.

[0060] The secondary plate body is provided with bolt holes, and the spatial truss 100 is connected to other structures through the bolt holes on the secondary plate body, such as two adjacent spatial trusses 100 connected by bolts through the secondary plate body, improving the assembly efficiency.

[0061] Part of the main plate body is fixedly connected to the inner wall of the cross beam 122, and the plate structure inside the cross beam 122 is provided with a bolt avoidance slot for preventing interference between the profiled stiffener plate 126 and the bolts of the fixed cross beam 122 and the chevron column 200.

[0062] Exemplarily, the secondary plate body is welded to the main plate body or integrally formed.

[0063] As a connecting piece, the main plate body of the profiled stiffener plate 126 connects the two cross beams 122, effectively enhancing the connection strength between the cross beams 122 and improving the stability and carrying capacity of the entire mechanical structure. The secondary plate body further reinforces the connection points, making the structure more stable.

[0064] The bolt avoidance slot provided on the plate structure inside the cross beam 122 effectively prevents interference between the profiled stiffener plate 126 and the bolts of the fixed cross beam 122 and the chevron column 200, ensuring the installation precision and reliability of the mechanical structure.

[0065] As shown in Figure 1 and Figure 2 In one embodiment, the first plane frame body 110 includes support beams 112, support rods 114 and diagonal rods 116; as shown in Figure 1 Two support beams 112 are arranged in parallel, and the length direction of the support beams 112 is the length direction of the space truss 100.

[0066] The two ends of the diagonal rod 116 are connected to the two support beams 112 respectively, and the two ends of the support rod 114 are connected to the two support beams 112 respectively. The diagonal rods 116 and the support rods 114 are arranged alternately between the two support beams 112.

[0067] Exemplarily, the support rods 114 and the diagonal rods 116 are parallel to the plane in which the two support beams 112 are located. The support rods 114 are parallel to the end faces of the support beams 112, and the diagonal rods 116 are arranged obliquely on the end faces of the support beams 112.

[0068] Exemplarily, the connection mode of the diagonal rod 116 and the support beam 112 includes but is not limited to welding, bolt connection, clamping or riveting, etc.

[0069] Exemplarily, the connection mode of the support rod 114 and the support beam 112 includes but is not limited to welding, bolt connection, clamping or riveting, etc.

[0070] The diagonal frame body 130 is fixedly connected to the support beam 112 and the second plane frame body 120. The connection mode is, for example, welding, clamping, bolt connection or riveting, etc.

[0071] The first plane frame body 110 takes the two parallelly arranged support beams 112 as the main load-bearing structure, and the length direction of the support beams 112 is the length direction of the space truss 100. Such design makes the whole structure have strong carrying capacity in the length direction.

[0072] The diagonal rods 116 and the support rods 114 are arranged alternately between the two support beams 112, forming a stable triangular support structure, which effectively enhances the lateral force resistance performance and overall stability of the plane frame body. The oblique arrangement of the diagonal rods 116 enables them to better resist lateral forces generated by external loads, preventing the structure from overturning or deforming.

[0073] The alternate arrangement of the diagonal rods 116 and the support rods 114 not only enhances the structural stability, but also optimizes the stress distribution. When subjected to external loads, the diagonal rods 116 and the support rods 114 can jointly share the loads, reducing the stress concentration of single components, thereby prolonging the service life of the structure.

[0074] As shown in Figure 1As shown, in one embodiment, the diagonal bracing frame 130 includes diagonal web members 132 and straight web members 134. The diagonal web members 132 and straight web members 134 are located in the same plane, and the diagonal web members 132 and straight web members 134 are alternately arranged between the first planar frame 110 and the second planar frame 120.

[0075] like Figure 1 As shown, the diagonal web member 132 connects the support beam 112 of the first planar frame 110 and the crossbeam 122 of the second planar frame 120. The connection method is, for example, welding, bolting, snap-fitting or riveting.

[0076] like Figure 1 As shown, the straight web member 134 connects the support beam 112 of the first planar frame 110 and the crossbeam 122 of the second planar frame 120. The connection method can be, for example, welding, bolting, snap-fitting, or riveting.

[0077] like Figure 1 As shown, the straight web member 134 is parallel to the end face of the space truss 100, and the diagonal web member 132 is inclinedly arranged on the end face of the space truss 100.

[0078] Diagonal web members 132 and straight web members 134 are alternately arranged between the first planar frame 110 and the second planar frame 120, forming a stable support structure. The inclined arrangement of the diagonal web members 132 increases the structure's resistance to lateral forces, effectively resisting the lateral forces generated by external loads and preventing the structure from overturning or twisting.

[0079] The alternating arrangement of diagonal web members 132 and straight web members 134 makes the load distribution in the structure more uniform. Due to its inclination angle, the diagonal web member 132 can better disperse and transfer the load, reduce the stress concentration of individual components, and thus improve the load-bearing capacity of the entire structure.

[0080] The inclusion of diagonal web members 132 and straight web members 134 not only enhances the stability of the structure but also improves its stiffness. This increased stiffness allows the structure to maintain good shape and dimensional stability under external loads, reducing deformation and vibration.

[0081] It should be noted that, where there is no conflict, the features in the embodiments of this application can be combined with each other.

[0082] The above description is merely a preferred embodiment of this application and is not intended to limit this application. Various modifications and variations can be made to this application by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the protection scope of this application.

Claims

1. A space truss and herringbone column connection node, characterized in that, The utility model relates to a space truss (100) and a herringbone column (200) for supporting the space truss (100) away from the ground. The space truss (100) comprises a first plane frame (110), a second plane frame (120) and a diagonal bracing frame (130), the first plane frame (110) and the second plane frame (120) are arranged in parallel, the first plane frame (110) is connected to the second plane frame (120) through the diagonal bracing frame (130), the second plane frame (120) comprises a crossbeam (122) arranged along the length direction of the space truss (100), the crossbeam (122) is connected to the diagonal bracing frame (130), and two of the crossbeams (122) are arranged in parallel. The herringbone column (200) comprises a fixing block (210) and two legs (220), the two legs (220) are fixedly connected through the fixing block (210), one of the legs (220) is bolted to one of the crossbeams (122) to support the space truss (100) away from the ground.

2. The spatial truss and batter column connection node of claim 1, wherein, The top end of the leg (220) is provided with a bolt hole, the bottom wall of the crossbeam (122) close to the leg (220) is provided with a bolt hole, and a bolt is arranged in the bolt hole of the leg (220) and the bolt hole of the crossbeam (122) to bolt the leg (220) and the crossbeam (122).

3. The spatial truss and batter column connection node of claim 1, wherein, A cushion block (300) is arranged between the leg (220) and the crossbeam (122), a matching groove (128) is arranged on the bottom wall of the crossbeam (122) close to the leg (220), and all or part of the block structure of the cushion block (300) is located in the matching groove (128) to fix the bolt of the leg (220) and the crossbeam (122) arranged in the cushion block (300).

4. The spatial truss and batter column connection node of claim 1, wherein, The width of the first plane frame (110) is greater than the width of the second plane frame (120) to form a space truss (100) with an inverted trapezoidal cross section perpendicular to the length direction.

5. The spatial truss and batter column connection node of claim 1, wherein, A support pad (230) is fixedly arranged at the bottom end of the leg (220), and the cross-sectional area of the support pad (230) is greater than the cross-sectional area of the bottom end of the leg (220).

6. The spatial truss and batter column connection node of claim 1, wherein, At least two fixing blocks (210) are arranged between the two legs (220), and the fixing blocks (210) are arranged at intervals.

7. The spatial truss and batter column connection node of claim 1, wherein, The two crossbeams (122) are arranged in parallel and fixedly connected through a stiffener (124).

8. The spatial truss and batter column connection node of claim 7, wherein, The two ends of the two crossbeams (122) are fixedly connected through a special-shaped stiffener plate (126), the special-shaped stiffener plate (126) comprises a main plate body connected to the two crossbeams (122) and a secondary plate body located at the two ends of the main plate body, the secondary plate body is provided with a bolt hole, part of the plate body of the main plate body is fixedly connected to the inner wall of the crossbeam (122), and the plate structure of the main plate body located in the crossbeam (122) is provided with a bolt avoiding groove.

9. The spatial truss and batter column connection node of claim 1, wherein, The first plane frame body (110) comprises support beams (112), support rods (114) and diagonal bracing rods (116), two of the support beams (112) are arranged in parallel, the diagonal bracing rods (116) are arranged between the two support beams (112) and cross the support rods (114), the diagonal bracing frame body (130) is fixedly connected with the support beams (112) and a second plane frame body (120).

10. The spatial truss and batter column connection node of claim 1, wherein, The diagonal bracing frame body (130) comprises diagonal web rods (132) and straight web rods (134), the diagonal web rods (132) and the straight web rods (134) are arranged alternately, the diagonal web rods (132) are connected with the first plane frame body (110) and the second plane frame body (120), and the straight web rods (134) are connected with the first plane frame body (110) and the second plane frame body (120).

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