Steel structure net rack semispherical support sliding installation construction supporting device
By using guide rails and reinforcement components in the steel structure grid sliding construction method and utilizing the design of connecting balls and slots, the support frame can be quickly assembled, solving the problem of long support frame installation time in the existing technology and improving construction efficiency.
Patent Information
- Application Number
- CN202510715811.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-30
- Publication Date
- 2025-09-12
AI Technical Summary
In the prior art, when assembling a steel structure grid using a sliding method, it takes a lot of time to build a support frame, resulting in slow construction.
The design of guide rails and reinforcement components is adopted, and multiple support rods are connected into a support frame through multiple connecting balls. The connection between the support rods and the connecting balls does not require the use of bolts, and the cooperation between the slots and the connecting columns ensures the stability of the frame.
It greatly saves the installation time of the support frame, improves the production efficiency of the steel structure grid, and makes it easy to expand the size of the support frame as needed, making it convenient for reuse and storage.
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Figure CN120625901A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of steel structure grid assembly, in particular to a steel structure grid hemispherical support sliding installation construction support device. Background Art
[0002] The steel structure grid sliding construction method is an installation technology that assembles the grid structure into strip or block units on the ground, and then moves it horizontally to the designed position section by section through tracks or sliding equipment. It is suitable for large-span spatial structures. The supporting frame below it usually adopts a lattice or truss temporary structure, which must have sufficient strength, rigidity and stability to withstand the vertical load and horizontal thrust during the sliding process, and can adapt to the assembly accuracy requirements through adjustable devices. It has the advantages of reducing high-altitude operations, lowering construction costs, and shortening construction period. It is widely used in large-span buildings such as stadiums and convention and exhibition centers.
[0003] Before assembling the steel structure grid, it is necessary to first establish a support frame. The shape of the support frame is adapted to the steel structure grid to be assembled, which plays a role in supporting the steel structure grid and facilitating the workers to assemble the steel structure grid. However, when the current steel structure grid is erected, multiple rods are required to assemble to form a support frame. The connections between the rods are usually connected by bolts, which will result in a huge amount of time spent on installing and disassembling the support frame, and slow construction efficiency. Summary of the Invention
[0004] In response to the shortcomings of the existing technology, the present invention provides a sliding installation construction support device for the hemispherical bearing of the steel structure grid, which solves the problem in the existing technology that when the steel structure grid is assembled by the sliding method, it takes a lot of time to establish a support frame to support the steel structure grid, resulting in slow construction.
[0005] According to an embodiment of the present invention, a steel structure grid hemispherical support sliding installation construction support device includes a guide rail and a reinforcement assembly, there are two guide rails, the two guide rails are arranged opposite to each other, and a support frame for supporting the steel structure grid is provided between the two guide rails, the support frame includes a plurality of support rods and a plurality of connecting balls, each support rod is provided with a slot at both ends, and a plurality of connecting columns are provided on the circumferential outer wall of each connecting ball at equal intervals along the direction away from the center of the ball, each connecting column is adapted to the slot of the support rod, and the support rods are connected by connecting balls to form a support frame, there are a plurality of reinforcement assemblies, and the reinforcement assemblies are provided between two adjacent connecting balls, and the reinforcement assemblies are used to improve the overall strength of the support frame.
[0006] Compared with the prior art, the present invention has the following beneficial effects: by connecting multiple support rods between two guide rails through multiple connecting balls, the connection between the support rods and the connecting balls does not require the use of bolts, and the slots on the connecting balls are used for connecting the support rods while also limiting the support rods, ensuring that the formed support frame does not shake, and the strengthening components improve the stability and supporting force of the entire support frame. There is no need for bolts to connect the reinforcing rods and the connecting balls. This modular design makes it easy for workers to assemble the support frame, greatly saves installation time, and indirectly improves the efficiency of steel structure grid production. The size of the support frame can also be freely expanded according to the span of the steel structure grid, and it is convenient for reuse and storage.
[0007] Furthermore, each reinforcement assembly includes: an oblique support rod, both ends of the oblique support rod are hingedly provided with mounting columns through ball hinges, and each connecting ball is provided with a connecting hole for connecting the mounting column.
[0008] Furthermore, each diagonal support rod includes two reinforcing rods and a sleeve. The two reinforcing rods are screwed to both ends of the sleeve respectively. The end of each reinforcing rod away from the sleeve is hinged with a mounting column through a ball joint.
[0009] Furthermore, it also includes a pedal, the cross section of each support rod is square, and the pedal is horizontally arranged between two adjacent support rods.
[0010] Furthermore, the cross section of the pedal is concave.
[0011] Furthermore, it also includes: a winch, the winch is fixedly provided at the same end of each guide rail, two pull ropes are coiled on the output end of the winch, a hook is provided on the free end of each pull rope, and a sliding seat is slidably provided at the end of each guide rail away from the winch, and snap rings are symmetrically provided at both ends of the sliding seat, and the hooks are snap-connected with the snap rings.
[0012] Furthermore, it also includes a connecting rod, one end of the connecting rod is connected to the sliding seat, the other end of the connecting rod is provided with an arc plate, one end of the arc plate is provided with a clamping strip, and the other end of the arc plate is provided with a locking assembly for locking the clamping strip to it.
[0013] Furthermore, the locking assembly includes: a mounting block, a through slot for the card strip to pass through, a mounting slot connected to the through slot is provided on the side wall of the mounting block, a pressure plate is slidably provided in the mounting slot, a pull rod is provided at the end of the pressure plate away from the through slot, a pull ring is provided after the end of the pull rod away from the pressure plate passes through the mounting slot, a spring is also sleeved on the pull rod, one end of the spring is connected to the pressure plate, and the other end of the spring is fixedly connected to the inner wall of the mounting slot.
[0014] Furthermore, each pressing plate is provided with a plurality of limit strips at equal intervals, and a plurality of inserting strips are provided on the side of the clamping strip facing the pressing plate. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 Schematic diagram of the overall structure of an embodiment of the present invention.
[0016] Figure 2 This is an overall structural diagram from another perspective of an embodiment of the present invention.
[0017] Figure 3 Schematic diagram of the structure of the support frame according to an embodiment of the present invention.
[0018] Figure 4 Schematic diagram of the sliding seat installation structure according to an embodiment of the present invention.
[0019] Figure 5 Schematic diagram of the mounting block structure according to an embodiment of the present invention.
[0020] In the above drawings: 1. Guide rail; 2. Support frame; 201. Support rod; 202. Connecting ball; 203. Connecting column; 3. Diagonal support rod; 4. Ball joint; 5. Mounting column; 6. Connecting hole; 301. Reinforcement rod; 302. Sleeve; 7. Pedal; 8. Winch; 9. Pull rope; 10. Sliding seat; 11. Retaining ring; 12. Connecting rod; 13. Arc plate; 14. Clip; 15. Mounting block; 16. Pressure plate; 17. Pull rod; 18. Pull ring; 19. Spring; 20. Limiting strip; 21. Insert strip. DETAILED DESCRIPTION
[0021] The technical solutions of the present invention are further described below with reference to the accompanying drawings and embodiments.
[0022] like Figures 1 to 3As shown, an embodiment of the present invention proposes a steel structure grid hemispherical support sliding installation construction support device, including a guide rail 1 and a reinforcement assembly, there are two guide rails 1, the two guide rails 1 are arranged opposite to each other, and a support frame 2 for supporting the steel structure grid is provided between the two guide rails 1, the support frame 2 includes a plurality of support rods 201 and a plurality of connecting balls 202, each support rod 201 has a slot at both ends, and each connecting ball 202 has a plurality of connecting columns 203 on the circumferential outer wall at equal intervals along the direction away from the center of the ball, each connecting column 203 is adapted to the slot of the support rod 201, and the support rods 201 are connected by the connecting balls 202 to form a support frame 2, there are a plurality of reinforcement assemblies, and the reinforcement assemblies are arranged between two adjacent connecting balls 202, and the reinforcement assemblies are used to improve the overall strength of the support frame 2. Before assembling the steel structure grid, first set up the guide rail 1 at the predetermined position. The guide rail 1 is used for the steel structure grid to slide, and the support frame 2 is assembled between the two guide rails 1. Specifically, the support frame 2 is a multi-layer frame assembled by connecting multiple horizontal and vertical support rods 201 through connecting balls 202. In this embodiment, the frame has three layers. The support rods 201 at the bottom are pre-buried in the ground to connect them to the ground to improve the stability of the frame. Then, a connecting ball 202 is inserted into the top of the support rod 201 through the cooperation of the connecting column 203 and the slot. There are multiple connecting columns 203 on the outer wall of the connecting ball 202. In this embodiment, four connecting columns 203 are evenly spaced in the horizontal direction of the connecting columns 203, with one connecting column 203 at the top and one at the bottom, for a total of six connecting columns 203. The support rods 201 and the connecting balls 202 are connected in sequence in the longitudinal direction to finally form a support frame 2. As needed, a reinforcement component is connected between two adjacent connecting balls 202 to form a triangular support between the reinforcement component and the horizontal support rods 201 and the vertical support rods 201, thereby improving the stability of the entire support frame 2 and providing sufficient supporting strength for the steel structure grid assembled thereon. Through this device, when assembling the support frame 2 supporting the steel structure grid, the various components of the support frame 2 are modularized, and the support rods 201 are connected by connecting balls 202. There is no need to use a large number of bolts. The slots and connecting columns 203 cooperate to plug and connect the support rods 201 and the connecting balls 202 to form a frame body, which ensures that the support frame 2 does not shake, greatly saves the time of assembling the support frame 2, and indirectly improves the efficiency of making the steel structure grid.
[0023] like Figure 3As shown, further, each reinforcement assembly includes: a diagonal brace 3, each end of which is hingedly provided with a mounting post 5 via a ball joint 4, and each connecting ball 202 is provided with a connecting hole 6 for connecting the mounting post 5. The ball joint 4 is provided at both ends of the diagonal brace 3. When installing the diagonal brace 3, the mounting post 5 on one end of the diagonal brace 3 is first connected to the connecting hole 6 on the connecting ball 202, and then the diagonal brace 3 is tilted and the other end of the diagonal brace 3 is connected to the connecting ball 202 on the other row, so that a horizontal support rod 201 and a vertical support rod 201 form a triangular stable structure. The diagonal brace 3 can be installed wherever needed in the entire support frame 2, thereby ensuring the stability of the entire support frame 2. Preferably, the diagonal brace 3 is a telescopic structure.
[0024] like Figure 3 As shown, each diagonal brace 3 further comprises two reinforcing rods 301 and a sleeve 302. The two reinforcing rods 301 are respectively threaded to the ends of the sleeve 302. Each reinforcing rod 301 is hingedly provided with a mounting post 5 at one end facing away from the sleeve 302 via a ball joint 4. In this embodiment, to facilitate installation of the diagonal brace 3, the mounting post 5 at one end of the diagonal brace 3 is pre-connected with the connecting hole 6 by twisting the two reinforcing rods 301. Once connected, the mounting post 5 at the other end is aligned with the connecting hole 6 of the other connecting ball 202. The support rod 201 is then rotated to align the mounting post 5 at that end with the connecting hole 6. The mounting post 5 can be connected to the connecting hole 6 by either a snap-on or a threaded connection.
[0025] like Figure 3 As shown, further comprising a stepping plate 7, each support rod 201 has a square cross-section, and the stepping plate 7 is horizontally mounted between two adjacent support rods 201. In this embodiment, the support rods 201 are in the shape of strip columns, and the top surfaces of two adjacent support rods 201 can form a plane, on which a footrest is mounted, so that workers can step on the footrest to assemble the steel structure grid.
[0026] like Figure 3 As shown, the cross section of the pedal board 7 is concave. The pedal board 7 has a concave structure. When the pedal board 7 is installed, the pedal board 7 takes on an inverted concave shape. The grooves of the concave pedal board 7 are respectively stuck on the two support rods 201, and the inner sides of the two wing plates of the pedal board 7 are respectively in contact with the outer sides of the support rods 201, thereby limiting the shaking of the pedal board 7 and ensuring the safety of workers when working on the pedal board 7.
[0027] like Figure 4As shown, further, it also includes: a winch 8, the winch 8 is fixedly provided at the same end of each guide rail 1, two pull ropes 9 are convoluted on the output end of the winch 8, and a hook is provided on the free end of each pull rope 9. A sliding seat 10 is slidably provided at the end of each guide rail 1 away from the winch 8, and a clamping ring 11 is symmetrically provided at both ends of the sliding seat 10, and the hook is clamped with the clamping ring 11. Specifically, the clamping ring 11 is provided on the end face of the sliding seat 10 facing the winch 8. When a steel structure grid is assembled, the steel structure grid needs to be slid. The hemispherical support of the steel structure grid is slidably provided on the guide rail 1. When sliding the steel structure grid, the hook of the pull rope 9 is clamped on the clamping ring 11 of the sliding seat 10. When the winch 8 reels the pull rope 9, it pulls the sliding seat 10 to move, so that the sliding seat 10 pushes the steel structure grid to slide, thereby playing an auxiliary pushing role.
[0028] like Figure 4 As shown, the structure further includes a connecting rod 12, one end of which is connected to the sliding seat 10, and the other end of the connecting rod 12 is provided with a curved plate 13, one end of which is provided with a clamping strip 14, and the other end of the curved plate 13 is provided with a locking assembly for locking the clamping strip 14 thereto. The curved plate 13 is adapted to the rods of the steel structure grid. Before pushing, one end of the clamping strip 14 is first passed around the rods of the steel structure grid, and then the clamping strip 14 is locked and fixed by the locking assembly, thereby fastening the steel structure grid to the sliding seat 10, ensuring that the sliding seat 10 can stably push the steel structure grid.
[0029] like Figure 5 As shown, the locking assembly further includes: a mounting block 15, a through slot for the clip 14 to pass through, a mounting slot connected to the through slot on the side wall of the mounting block 15, a pressure plate 16 slidably disposed in the mounting slot, a pull rod 17 disposed at the end of the pressure plate 16 facing away from the through slot, a pull ring 18 disposed at the end of the pull rod 17 facing away from the pressure plate 16 and extending out of the mounting slot, a spring 19 also sleeved on the pull rod 17, one end of the spring 19 connected to the pressure plate 16, and the other end of the spring 19 fixedly connected to the inner wall of the mounting slot. When locking and fixing the clip 14, the pull ring 18 is pulled outward, causing the pull rod 17 to drive the pressure plate 16 to overcome the friction of the spring 19 and move, and then the free end of the clip 14 is inserted into the through slot. At this time, the pull ring 18 is released, and the spring 19 pushes the pressure plate 16 to abut against the side wall of the clip 14, restricting the movement of the clip 14. Preferably, the spring 19 is a spring 19 with a large elastic coefficient to avoid large deformation of the spring 19 under a small external force.
[0030] like Figure 5 As shown, further, a plurality of limiting strips 20 are evenly spaced on each pressing plate 16, and a plurality of inserting strips 21 are provided on the side of the clamping strip 14 facing the pressing plate 16. The clamping engagement of the inserting strips 21 with the limiting strips 20 effectively prevents the clamping strip 14 from loosening from the through slot during use.
[0031] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention and are not limiting. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the purpose and scope of the technical solutions of the present invention, which should all be included in the scope of the claims of the present invention.
Claims
1. A steel structure grid hemispherical bearing sliding installation construction support device, characterized in that: include: Guide rails (1), there are two guide rails (1), the two guide rails (1) are arranged opposite to each other, and a support frame (2) for supporting the steel structure grid is provided between the two guide rails (1); The support frame (2) comprises: a plurality of support rods (201) and a plurality of connecting balls (202), each support rod (201) is provided with a slot at both ends, a plurality of connecting posts (203) are provided on the circumferential outer wall of each connecting ball (202) at equal intervals along a direction away from the ball center, each connecting post (203) is adapted to the slot of the support rod (201), and the support rods (201) are connected via the connecting balls (202) to form the support frame (2); A plurality of reinforcing components are provided between two adjacent connecting balls (202). The reinforcing components are used to improve the overall strength of the support frame (2).
2. A steel structure grid hemispherical support sliding installation construction support device according to claim 1, characterized in that: Each reinforcement assembly comprises: an oblique support rod (3), both ends of the oblique support rod (3) are hingedly provided with mounting columns (5) through ball joints (4), and each connecting ball (202) is provided with a connecting hole (6) for connecting the mounting column (5).
3. A steel structure grid hemispherical support sliding installation construction support device according to claim 2, characterized in that: Each diagonal support rod (3) comprises two reinforcing rods (301) and a sleeve (302). The two reinforcing rods (301) are respectively screwed to the two ends of the sleeve (302). The end of each reinforcing rod (301) facing away from the sleeve (302) is hingedly provided with the mounting column (5) via a ball joint (4).
4. A steel structure grid hemispherical support sliding installation construction support device according to claim 1, characterized in that: The utility model also comprises a pedal (7), wherein the cross section of each support rod (201) is square, and the pedal (7) is horizontally arranged between two adjacent support rods (201).
5. The steel structure grid hemispherical support sliding installation construction support device according to claim 1, characterized in that: The cross section of the pedal (7) is concave.
6. The steel structure grid hemispherical support sliding installation construction support device according to claim 1, characterized in that: Also includes: A winch (8) is fixedly provided at the same end of each guide rail (1), two pull ropes (9) are wound on the output end of the winch (8), and a hook is provided on the free end of each pull rope (9). A sliding seat (10) is slidably provided at one end of each guide rail (1) away from the winch (8), and snap rings (11) are symmetrically provided at both ends of the sliding seat (10), and the snap hooks are snap-connected with the snap rings (11).
7. A steel structure grid hemispherical support sliding installation construction support device according to claim 6, characterized in that: The invention also includes a connecting rod (12), one end of which is connected to the sliding seat (10), the other end of which is provided with an arc-shaped plate (13), one end of which is provided with a clamping strip (14), and the other end of which is provided with a locking assembly for locking and fixing the clamping strip (14) with the arc-shaped plate (13).
8. A steel structure grid hemispherical support sliding installation construction support device according to claim 7, characterized in that: The locking assembly comprises: a mounting block (15), a through slot for the card strip (14) to pass through is provided on the mounting block (15), a mounting slot connected to the through slot is provided on the side wall of the mounting block (15), a pressure plate (16) is slidably provided in the mounting slot, a pull rod (17) is provided at one end of the pressure plate (16) away from the through slot, a pull ring (18) is provided at one end of the pull rod (17) away from the pressure plate (16) and passes through the mounting slot, a spring (19) is also sleeved on the pull rod (17), one end of the spring (19) is connected to the pressure plate (16), and the other end of the spring (19) is fixedly connected to the inner wall of the mounting slot.
9. A steel structure grid hemispherical support sliding installation construction support device according to claim 8, characterized in that: A plurality of limiting strips (20) are evenly spaced on each pressing plate (16), and a plurality of inserting strips (21) are provided on one side of the clamping strip (14) facing the pressing plate (16).