New type of prefabricated staggered truss steel structure
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-24
- Publication Date
- 2026-08-14
AI Technical Summary
[0004]本实用新型的目的是提供新型装配式交错桁架钢结构,解决了上述专利中存在的三角桁架中的主杆、支杆和三连架之间相互焊接而不是可拆卸连接,三角桁架的复用性差的问题
1、两个三脚架之间通过螺纹杆进行固定,螺纹杆上的支撑环和紧固螺母共同夹紧三脚架中的支撑板,从而实现了两个三角架之间的稳定支撑,两个三脚架之间可拆卸连接,因此便于对三角架进行复用。
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Figure CN224634117U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of truss steel structure technology, specifically a novel prefabricated staggered truss steel structure. Background Technology
[0002] Chinese patent application CN113719028B discloses a splicing steel structure truss, including a support tube, a fixing mechanism, a triangular truss, and a splicing mechanism. The support tube has a fixing mechanism at its top, one end of the triangular truss has a fixing mechanism, and the other end of the triangular truss has a splicing mechanism. The fixing mechanism includes a support platform, a fixed sleeve I, a rotating column I, an H-shaped frame, a support rod, a fixed sleeve II, a rotating column II, screws, a double-ended nut, and a clamping assembly. The support platform has several fixed sleeves I on one side, and a rotating column I is located inside the fixed sleeve I. Both ends of the rotating column I are connected to one end of the H-shaped frame, and the other end of the H-shaped frame has a support rod. The H-shaped frame also has several fixed sleeves II on one side, and a rotating column II is located inside the fixed sleeve II. Both ends of the rotating column II have screws connected to the double-ended nut via threads. A clamping assembly is located on one side of the support rod. The triangular truss includes main members, support members, and three-link frames. The main members are connected by several support members, and several three-link frames are located at both ends of the main members. The splicing mechanism includes a connecting pipe, a sleeve, a sleeve plate, a meniscus, and a pin. The connecting pipe has threads at both ends, with nuts on the threads. Several sleeves are provided on the outside of the connecting pipe, and a sleeve plate is provided on the inside of the sleeve. A meniscus is provided at one end of the sleeve plate. Several through holes are provided on both the sleeves and the sleeve plate. The pin is set in the through holes of the sleeves and the sleeve plate. The two ends of the connecting pipe are passed through the three-link frames on the two sets of triangular trusses until the main rods of the two sets of triangular trusses are close together. The connecting pipe is rotated to adjust the meniscus to align with the main rod. Then, the sleeve is slid to make the meniscus close to the main rod. It is fixed by passing the pin through the through holes of the sleeves and the sleeve plate. Finally, the nuts are tightened at both ends of the connecting pipe and close to the three-link frames to complete the splicing of the triangular trusses. The clamping assembly includes a connecting rod, a clamping plate, a clamping bracket, a sliding column, a limiting plate, a sliding sleeve, a top block, a synchronizing plate, a fixed sleeve III, a rotating column III, and a sliding rod. The fixed sleeve III is located at the bottom of the bolster rod. The rotating column III is located inside the fixed sleeve III. Sliding rods are located at both ends of the rotating column III. The synchronizing plate has through holes at both ends. The sliding rods are slidably connected to the synchronizing plate through the through holes. A sliding sleeve is located on one side of the synchronizing plate. Top blocks are located on both sides of the sliding sleeve. A sliding column is located inside the sliding sleeve. A limiting plate is located at one end of the sliding column. A clamping bracket is located at the other end of the sliding column.
[0003] The above-mentioned patents have the following shortcomings: The main members, supports, and triplexes in a triangular truss are welded together rather than detachably connected, resulting in poor reusability of the triangular truss. Utility Model Content
[0004] The purpose of this utility model is to provide a new type of prefabricated staggered truss steel structure, which solves the problem in the above-mentioned patent that the main rods, support rods and triple frames in the triangular truss are welded to each other instead of being detachably connected, resulting in poor reusability of the triangular truss.
[0005] To solve the above-mentioned technical problems, according to one aspect of the present invention, the present invention provides the following technical solution: A novel prefabricated staggered truss steel structure includes two triangular frames, with multiple threaded rods passing through the two triangular frames. Each threaded rod has a support ring at both ends and a fastening nut threaded onto it. The tripod includes two lower support steels, each of which is welded with multiple diagonal support rods. The top ends of each diagonal support rod are welded to an upper support steel, and a support plate is welded between the two lower support steels.
[0006] Preferably, the support ring is sleeved on the threaded rod, and the threaded rod and the support ring are welded together.
[0007] Preferably, the support plate of the upper tripod has an elongated through hole, and the support plate of the lower tripod has multiple through holes.
[0008] Preferably, the two lower support steels of the upper and lower triangular frames are connected by a reinforcing rod.
[0009] Preferably, connecting sleeves are welded to the lower support steel of both the upper and lower triangular frames, and the two ends of the reinforcing rod are respectively inserted into the connecting sleeves on the lower support steel of the upper and lower triangular frames, and the two ends of the reinforcing rod are fixed to the connecting sleeves by bolts.
[0010] Compared with the prior art, the beneficial effects of this utility model are: 1. The two tripods are fixed together by a threaded rod. The support ring and fastening nut on the threaded rod clamp the support plate in the tripod, thus achieving stable support between the two tripods. The two tripods can be detached, so it is easy to reuse the tripods.
[0011] 2. A long through hole is provided on the upper tripod for the threaded rod to pass through, which makes it easy to fix the two tripods with the threaded rod, thus improving the ease of installation. Attached Figure Description
[0012] Figure 1 This is a structural schematic diagram of Embodiment 1 of the present utility model; Figure 2 Provided for Embodiment 1 of this utility model Figure 1 Side view; Figure 3Provided for Embodiment 1 of this utility model Figure 2 Exploded view; Figure 4 A top view of the support plate in the upper tripod provided in Embodiment 1 of this utility model; Figure 5 A top view of the support plate in the lower tripod provided in Embodiment 1 of this utility model; Figure 6 Provided for Embodiment 2 of this utility model Figure 1 Side view.
[0013] In the diagram: 1. Upper support steel; 2. Diagonal support rod; 3. Lower support steel; 4. Threaded rod; 5. Fastening nut; 6. Support ring; 7. Support plate; 71. Long through hole; 72. Through hole; 8. Connecting sleeve; 9. Reinforcing rod. Detailed Implementation
[0014] To make the objectives, technical solutions, and advantages of this utility model clearer, the embodiments of this utility model will be described in further detail below with reference to the accompanying drawings.
[0015] Example 1: This utility model provides a novel prefabricated staggered truss steel structure. Please refer to [link / reference]. Figure 1-5 It includes two tripods, and multiple threaded rods 4 pass through the two tripods. Each end of the threaded rod 4 is provided with a support ring 6, and a fastening nut 5 is threadedly connected to the threaded rod 4. The tripod includes two lower support steels 3, each with multiple diagonal support rods 2 welded to it. The top ends of all the diagonal support rods 2 are welded to an upper support steel 1. A support plate 7 is welded between the two lower support steels 3. Figure 1 As shown, at this time, the fastening nut 5 is tightened, the fastening nut 5 is close to the support plate 7, and the support ring 6 is also close to the support plate 7, so the connection between the fastening nut 5 and the support plate 7 is tight.
[0016] The support ring 6 is sleeved on the threaded rod 4, and the threaded rod 4 and the support ring 6 are welded together.
[0017] The support plate 7 of the tripod described above has an elongated through hole 71. The width of the elongated through hole 71 is slightly larger than the diameter of the threaded rod 4, while the size of the fastening nut 5 is larger than the elongated through hole 71. Figure 1 As shown, at this time, the fastening nut 5 cannot pass through the elongated through hole 71. The support plate 7 in the lower tripod has multiple through holes 72. The diameter of the through hole 72 is slightly larger than the diameter of the threaded rod 4. Furthermore, the width of the elongated through hole 71 and the diameter of the through hole 72 are both smaller than the outer diameter of the support ring 6.
[0018] In practical use, the upper support steel 1, the inclined support rod 2, the lower support steel 3 and the support plate 7 are welded into a tripod; the threaded rod 4 is passed through the support plate 7 in the upper and lower tripods, that is, the upper end of the threaded rod 4 passes through the long through hole 71 and the lower end of the threaded rod 4 passes through the through hole 72. The upper and lower fastening nuts 5 are tightened, and the fastening nuts 5 and the support ring 6 clamp the support plate 7 to fix the threaded rod 4 to the two tripods.
[0019] Example 2, refer to Appendix Figure 6 Unlike Embodiment 1, a reinforcing rod 9 is connected between the two lower support steels 3 in the upper and lower triangular frames. Specifically, a connecting sleeve 8 is welded to the lower support steels 3 in both the upper and lower triangular frames. The two ends of the reinforcing rod 9 are respectively inserted into the connecting sleeves 8 on the lower support steels 3 in the upper and lower triangular frames, and the two ends of the reinforcing rod 9 are fixed to the connecting sleeves 8 by bolts.
[0020] In practical use, a tripod is formed by welding the upper support steel 1, the diagonal support rod 2, the lower support steel 3, and the support plate 7. The threaded rod 4 is passed through the support plate 7 in the upper and lower tripods, that is, the upper end of the threaded rod 4 passes through the long through hole 71, and the lower end of the threaded rod 4 passes through the through hole 72. At the same time, the connecting sleeve 8 on the lower support steel 3 of the upper and lower tripods is fitted with the reinforcing rod 9, and the connecting sleeve 8 and the reinforcing rod 9 are fixed together with bolts. The upper and lower fastening nuts 5 are tightened, and the fastening nuts 5 and the support ring 6 clamp the support plate 7 to achieve the fixation of the threaded rod 4 to the two tripods.
[0021] Although the present invention has been described above with reference to embodiments, various modifications can be made and components can be replaced with equivalents without departing from the scope of the present invention. In particular, as long as there is no structural conflict, the features in the embodiments disclosed in this invention can be combined with each other in any way. The lack of an exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but includes all technical solutions falling within the scope of the claims.
Claims
1. A novel prefabricated staggered truss steel structure, comprising two triangular frames, characterized in that: Multiple threaded rods (4) pass through the two tripods together. Each end of the threaded rod (4) is provided with a support ring (6), and a fastening nut (5) is threaded onto the threaded rod (4). The tripod includes two lower support steels (3), each of which is welded with multiple inclined support rods (2). The top ends of each of the inclined support rods (2) are welded together to an upper support steel (1), and a support plate (7) is welded together between the two lower support steels (3).
2. The novel prefabricated staggered truss steel structure according to claim 1, characterized in that, The support ring (6) is sleeved on the threaded rod (4), and the threaded rod (4) and the support ring (6) are welded together.
3. The novel prefabricated staggered truss steel structure according to claim 2, characterized in that, The support plate (7) of the upper tripod has a long through hole (71), and the support plate (7) of the lower tripod has multiple through holes (72).
4. The novel prefabricated staggered truss steel structure according to claim 3, characterized in that, The two lower support steels (3) of the upper and lower triangular frames are connected by a reinforcing rod (9).
5. The novel prefabricated staggered truss steel structure according to claim 4, characterized in that, Connecting sleeves (8) are welded to the lower support steel (3) of the upper and lower triangular frames. The two ends of the reinforcing rod (9) are respectively inserted into the connecting sleeves (8) on the lower support steel (3) of the upper and lower triangular frames. The two ends of the reinforcing rod (9) are fixed to the connecting sleeves (8) by bolts.
Citation Information
Patent Citations
A spliced steel structure truss
CN113719028B