Positioning device for initial installation of steel structure truss
By designing a steel structure truss initial installation positioning device and utilizing a combination of clamps and adjusters, the shortcomings of traditional positioning methods in large-span steel structure hoisting construction are solved, achieving a low-cost, high-efficiency construction effect.
Patent Information
- Application Number
- CN202422750216.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-12
- Publication Date
- 2025-09-09
- Estimated Expiration
- 2034-11-12
AI Technical Summary
In the existing technology of large-span steel structure hoisting construction, especially when the diameter of the bottom column is larger than the truss steel, the traditional positioning method cannot meet the requirements of low site requirements and low cost, resulting in increased construction costs.
A steel structure truss initial installation positioning device is designed, which includes a hoop, a stiffening plate with holes, an external adjuster and an internal adjuster. Through the combined use of the adjusters, the stable connection and position adjustment of the steel column are achieved, which is suitable for the construction of cap beams of different heights.
The device simplifies the construction process, improves the accuracy and safety of installation, reduces construction costs, is suitable for factory manufacturing and portable transportation, and improves construction efficiency.
Smart Images

Figure CN223317572U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of construction engineering, and particularly relates to a steel structure truss initial installation positioning device. Background Art
[0002] With the development of science and technology and the increasing demand for building safety, economy, and aesthetics, the demand for large-span buildings continues to increase. The conventional method for the hoisting and construction of large-span steel structures is to pre-process them in the factory and then assemble them at a high altitude. After the first truss is hoisted to the designated location, the truss is initially welded to the column top support to prevent lateral bending caused by strong winds and collisions. The position must be precisely controlled during the initial welding. Traditional methods such as pulling cables and setting up stabilizing cranes either require strict site requirements or increase construction costs significantly. In particular, when the diameter of the bottom column is larger than the truss steel section, ordinary positioning methods cannot be used. Therefore, it is necessary to develop a new technology that is less demanding on the site and can significantly save construction costs to fill this gap. Utility Model Content
[0003] In order to solve the above problems, the utility model discloses a steel structure truss initial installation positioning device, which has a simple structure and is easy to dismantle. It can adjust its own length according to the installation elevation of the clamp, improve the anti-slip performance of the clamp, and is suitable for the construction of cap beams of different heights. It can also realize factory manufacturing, portable transportation, and prefabricated assembly, so as to achieve the purpose of improving construction efficiency and ensuring construction safety.
[0004] In order to achieve the above-mentioned purpose, the technical solution of the present utility model is as follows:
[0005] A steel structure truss initial installation positioning device includes a hoop, a perforated stiffening plate, an external adjuster, and an internal adjuster. The hoop embraces the steel column, and an extension edge is provided on both sides of the hoop. A connecting plate is provided above the hoop and the extension edge. There are two external adjusters, which are arranged in an eight-shaped shape on the outside of the steel column. The external adjuster includes a first vertical support steel rod, a second vertical support steel rod, a height adjustment threaded sleeve, and a torque lever. The thread below the first vertical support steel rod is in opposite direction to the thread above the second vertical support steel rod, and the first vertical support steel rod is connected to the second vertical support steel rod by a height adjustment threaded sleeve, and a pull rod insertion hole 1 is provided in the middle of the height adjustment threaded sleeve, and the torque pull rod is inserted into the pull rod insertion hole 1. The truss is suspended above the steel column, and the perforated stiffening plate is symmetrically arranged on the side of the truss steel, the outer adjuster is connected to the perforated stiffening plate above and the connecting plate below, and the two inner adjusters are symmetrically arranged between the second vertical support steel rod and the steel column. The inner adjuster includes a first transverse support steel rod, a second transverse support steel rod, a horizontal adjustment threaded sleeve, and a torque pull rod 2. The thread of the first transverse support steel rod is in opposite direction to the thread of the second transverse support steel rod, and the first transverse support steel rod is connected to the second transverse support steel rod by a horizontal adjustment threaded sleeve, and a pull rod insertion hole 2 is provided in the middle of the horizontal adjustment threaded sleeve, and the torque pull rod 2 is inserted into the pull rod insertion hole 2.
[0006] As a supplement to the present invention, the clamp is formed by two semicircular steel plates connected by bolts.
[0007] As a supplement to the present invention, a transverse long hole is provided on the connecting plate above the clamp.
[0008] As a supplement to the present invention, the first transverse supporting steel rod is connected to the second vertical supporting steel rod through a pin, and the second transverse supporting steel rod is connected to the long hole through a bolt.
[0009] As a supplement to the present invention, arc-shaped connecting slots are provided above the first vertical supporting steel bar and below the second vertical supporting steel bar, and the connecting slots are fixed with pins.
[0010] As a supplement to the present invention, a right-angled triangle stiffening rib is provided below the extension edge, one right-angled side of the stiffening rib is connected to the extension edge, and the other right-angled side is perpendicular to the steel column.
[0011] The beneficial effects of the utility model are:
[0012] 1. The device is simple to make and easy to connect;
[0013] 2. It can effectively prevent the steel sections above the steel columns from sliding and improve the accuracy of installation;
[0014] 3. The product is lightweight, easy to turn around, adjustable in length, and highly adaptable;
[0015] 4. The structure uses steel structure or concrete structure columns to bear the weight, and the construction does not require foundation treatment, which can reduce the construction process and improve construction efficiency;
[0016] 5. Realize factory prefabrication, portable transportation, and prefabricated assembly; improve construction safety and reduce workload. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a structural diagram of the present utility model.
[0018] Figure 2 It is a side view of the present utility model.
[0019] Figure 3 This is a schematic diagram of the external regulator described in the present utility model.
[0020] Figure 4 This is a schematic diagram of the internal regulator described in the present utility model.
[0021] Figure 5 This is a schematic diagram of the clamp described in the utility model.
[0022] List of Figure Symbols:
[0023] 1. Clamp; 2. Stiffening plate with hole; 3. First vertical support steel rod; 4. Height adjustment threaded sleeve; 5. Lever socket one; 6. Torque lever one; 7. Connecting slot; 8. Pin; 9. Second vertical support steel rod; 10. Stiffening rib; 11. External adjuster; 12. Internal adjuster; 13. Steel column; 14. Steel section; 15. Extension edge; 16. Connecting plate; 17. First horizontal support steel rod; 18. Second horizontal support steel rod; 19. Horizontal adjustment threaded sleeve; 20. Torque lever two; 21. Lever socket two; 22. Bolt; 23. Long hole; 24. Pin shaft. DETAILED DESCRIPTION
[0024] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention and are not used to limit the scope of the present invention.
[0025] As shown in the figure, the present invention describes a steel truss initial installation positioning device, suitable for use in the construction of steel truss support systems. The device is secured to a steel column 13 via a clamp 1. Extended edges 15 on either side support height adjusters (external adjusters 11). The upper ends of the adjusters are fixed to the sides of the steel truss, forming a stable triangle to ensure stability during installation. Horizontal adjusters (inner adjusters 12) are installed inside the height adjusters on both sides to adjust the horizontal position of the steel truss.
[0026] The specific structure includes a hoop 1, a perforated stiffening plate 2, an external adjuster 11, and an internal adjuster 12. The hoop 1 embraces the steel column 13, and an extension edge 15 is provided on both sides of the hoop 1. The hoop 1 is formed by two semicircular steel plates connected by bolts 22. A connecting plate 16 is provided above the hoop 1 and the extension edge 15. There are two external adjusters 11, which are arranged in an eight-shaped shape on the outside of the steel column 13. The external adjuster 11 includes a first vertical support steel rod 3, a second vertical support steel rod 9, a height adjustment threaded sleeve 4, and a torque lever 6. The thread below the first vertical support steel rod 3 is in opposite direction to the thread above the second vertical support steel rod 9. The first vertical support steel rod 3 is connected to the second vertical support steel rod 9 through a height adjustment threaded sleeve 4. A lever socket 5 is provided in the middle of the height adjustment threaded sleeve 4. The torque lever 6 is inserted into the lever socket 5. The truss is suspended above the steel column 13. The perforated stiffening plate 2 is symmetrically arranged on the side of the truss steel 14. The outer adjuster 11 is connected to the perforated stiffening plate 2 above and the connecting plate 16 below. The two inner adjusters 12 are symmetrically arranged between the second vertical support steel rod 9 and the steel column 13. The inner adjuster 12 includes a first transverse support steel rod 17, a second transverse support steel rod 18, a horizontal adjustment threaded sleeve 19, and a torque lever 20. The thread of the first transverse supporting steel rod 17 is in opposite direction to the thread of the second transverse supporting steel rod 18. The first transverse supporting steel rod 17 and the second transverse supporting steel rod 18 are connected through a horizontal adjustment threaded sleeve 19. A second lever socket 21 is provided in the middle of the horizontal adjustment threaded sleeve 19, and the second torque lever 20 is inserted into the second lever socket 21.
[0027] The utility model is provided with a horizontal long hole 23 on the connecting plate 16 above the hoop, the first horizontal support steel rod 17 is connected to the second vertical support steel rod 18 by a pin 24, and the second horizontal support steel rod 18 is connected to the long hole 23 by a bolt; when the outer adjuster 11 is adjusting the height, the inner adjuster 12 has space and distance to move.
[0028] In the present invention, arc-shaped connecting slots 7 are provided above the first vertical supporting steel bar 3 and below the second vertical supporting steel bar 9 to facilitate angle rotation; the connecting slots 7 are fixed with pins 8.
[0029] The present invention provides a right-angled triangle stiffening rib 10 below the extended edge 15 , wherein the vertical right-angled edge is perpendicularly attached to the steel column 13 to increase the supporting force.
[0030] This device has a simple structure and is easy to dismantle. It can adjust its own length according to the installation elevation of the clamp to improve the anti-slip performance of the clamp. It is suitable for the construction of cap beams of different heights. It can also achieve factory manufacturing, portable transportation, and prefabricated assembly, so as to achieve the purpose of improving construction efficiency and ensuring construction safety.
[0031] It should be noted that the above content only illustrates the technical idea of the utility model and cannot be used to limit the protection scope of the utility model. For ordinary technicians in this technical field, they can make several improvements and modifications without departing from the principles of the utility model. These improvements and modifications all fall within the protection scope of the claims of the utility model.
Claims
1. A steel structure truss initial installation positioning device, characterized by: The invention comprises a hoop (1), a stiffening plate with a hole (2), an external regulator (11), and an internal regulator (12), wherein the hoop (1) surrounds the steel column (13), and an extension edge (15) is provided on both sides of the hoop (1). A connecting plate (16) is provided above the hoop (1) and the extension edge (15). There are two external regulators (11), which are arranged in an eight-shaped manner on the outside of the steel column (13). The external regulator (11) comprises a first vertical support steel bar (3), a second vertical support steel bar (9), a height adjustment threaded sleeve (4), and a torque lever (6). The thread below the first vertical support steel bar (3) is in the opposite direction to the thread above the second vertical support steel bar (9). The first vertical support steel bar (3) and the second vertical support steel bar (9) are connected to each other. The two vertical support steel bars (9) are connected by a height adjustment threaded sleeve (4), and a lever insertion hole (5) is provided in the middle of the height adjustment threaded sleeve (4). The torque lever (6) is inserted into the lever insertion hole (5). The truss is suspended above the steel column (13). The perforated stiffening plate (2) is symmetrically arranged on the side of the truss steel (14). The outer adjuster (11) is connected to the perforated stiffening plate (2) above and to the connecting plate (16) below. The two inner adjusters (12) are symmetrically arranged between the second vertical support steel bar (9) and the steel column (13). The inner adjuster (12) includes a first transverse support steel bar (17), a second transverse support steel bar (18), a horizontal adjustment threaded sleeve (19), and a torque lever (20). The thread of the first transverse supporting steel bar (17) is in opposite direction to the thread of the second transverse supporting steel bar (18). The first transverse supporting steel bar (17) and the second transverse supporting steel bar (18) are connected via a horizontal adjustment threaded sleeve (19). A second lever insertion hole (21) is provided in the middle of the horizontal adjustment threaded sleeve (19), and the second torque lever (20) is inserted into the second lever insertion hole (21).
2. The steel structure truss initial installation positioning device according to claim 1, characterized in that: The hoop (1) is formed by connecting two semicircular steel plates via bolts (22).
3. The steel structure truss initial installation positioning device according to claim 1, characterized in that: A transverse long hole (23) is provided on the connecting plate (16) above the clamp.
4. The steel structure truss initial installation positioning device according to claim 3, characterized in that: The first transverse support steel bar (17) is connected to the second vertical support steel bar (9) via a pin (24), and the second transverse support steel bar (18) is connected to the long strip hole (23) via a bolt.
5. The steel structure truss initial installation positioning device according to claim 1, characterized in that: Arc-shaped connecting slots (7) are provided above the first vertical supporting steel bar (3) and below the second vertical supporting steel bar (9), and the connecting slots (7) are fixed with pins (8).
6. The steel structure truss initial installation positioning device according to claim 1, characterized in that: A right-angled triangular stiffening rib (10) is provided below the extension edge (15), one right-angled side of the stiffening rib (10) is connected to the extension edge (15), and the other right-angled side is perpendicularly attached to the steel column (13).