Steel roof truss spacing adjusting device
By designing a steel roof stent spacing adjustment device including a left clamping rod member and a right clamping rod member, the screw extends or shrinks simultaneously by the rotation of the adjustment rod, the problems of inconvenient operation and low efficiency of the steel roof stent spacing adjustment in the prior art are solved, and rapid and accurate spacing adjustment is achieved, and construction efficiency and safety are improved.
Patent Information
- Application Number
- CN202421836904.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-31
- Publication Date
- 2025-05-20
- Estimated Expiration
- 2034-07-31
AI Technical Summary
In the prior art, the steel roof stent spacing adjustment is inconvenient and inefficient. Especially in high-altitude operation, it is difficult to quickly and accurately adjust the spacing to meet design and installation requirements.
A steel roof stent spacing adjustment device is designed, including a left clamping rod and a right clamping rod. By rotating the adjustment rod, the left screw and the right screw are synchronized to extend or contract, thereby adjusting the spacing between adjacent steel roof squads.
This device makes the steel roof squad spacing adjustment simple and efficient, and can quickly and accurately adjust the spacing, meet design and installation requirements, and improves construction efficiency and safety.
Smart Images

Figure CN222886983U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of steel structure workshop construction, and particularly relates to a device for adjusting the spacing of steel roof trusses. Background Art
[0002] The steel roof truss is an important part of the steel structure workshop, bearing the load of the entire roof and maintaining the stability of the frame structure of the steel structure workshop. Commonly used steel roof trusses are divided into structural forms such as welded structures, truss structures, and screw rod structures, and both ends of the roof truss are fixed on the top of the steel columns; due to the large span of the steel roof truss, the steel roof truss often has local torsional bending, resulting in the spacing between adjacent two steel roof trusses not meeting the design requirements, and the verticality at the mid-span and the lateral bending deflection exceeding the standard, affecting the stress of the steel roof truss, further affecting the structural life, and even resulting in serious consequences such as buckling instability and roof collapse, and there may also be a situation where the diagonal bracing of the roof truss cannot be installed smoothly. At the same time, the height of the steel roof truss from the ground is usually more than 10m, and in some cases, it can reach 30m. Therefore, when the steel roof truss has torsional bending and the spacing between adjacent two steel roof trusses does not meet the design requirements, how to adjust this spacing in a timely and effective manner during high-altitude operations to meet the design and installation requirements is a technical difficulty encountered at present.
[0003] The traditional method for adjusting the spacing between adjacent steel roof trusses generally adopts the method of adjusting the length of the inclined guy wire. However, since it is not easy to control the adjustment accuracy of the guy wire and multiple guy wires need to be operated simultaneously, it is time-consuming and laborious, and it is also inconvenient to measure and check the spacing after adjustment.
[0004] Therefore, it is extremely important to propose a device for adjusting the spacing of steel roof trusses with simple operation and high efficiency. Summary of the Utility Model
[0005] The purpose of the utility model is to solve the problems of inconvenient operation and low efficiency in the existing method for adjusting the spacing between adjacent steel roof trusses.
[0006] To solve the above technical problems, the technical solution adopted by the utility model is: a device for adjusting the spacing of steel roof trusses, including a left clamping rod and a right clamping rod; the left clamping rod and the right clamping rod have the same structure;
[0007] The left clamping rod includes a steel pipe, a left sleeve, a right sleeve, and a second bolt; both the left sleeve and the right sleeve are sleeved on the steel pipe; the left sleeve is connected with a left clamping plate, and the right sleeve is connected with a right clamping plate; a gap is left between the left clamping plate and the right clamping plate for the components of the steel roof truss to pass through; bolt holes are opened in both the left sleeve and the right sleeve, and the second bolt passes through the bolt holes and presses against the steel pipe;
[0008] The right end of the steel pipe of the left clamping rod is connected with a left screw rod towards the right, and the left end of the steel pipe of the right clamping rod is connected with a right screw rod towards the left; it further includes an adjusting rod with threaded holes at both ends, and the thread directions of the threaded holes at both ends of the adjusting rod are opposite; the left screw rod is connected with the adjusting rod through the threaded hole at the left end of the adjusting rod, and the right screw rod is connected with the adjusting rod through the threaded hole at the right end of the adjusting rod.
[0009] Furthermore, through holes are provided on both the left clamping plate and the right clamping plate; the left clamping rod further includes a first bolt; the first bolt passes through the through hole and then bolt - connects the left clamping plate and the right clamping plate.
[0010] Furthermore, the left clamping rod further includes a first adjusting rod and a second adjusting rod; a flange is connected to the right end of the steel pipe of the left clamping rod, flanges are connected to both ends of the first adjusting rod, and a flange is connected to the left end of the second adjusting rod; the right end of the steel pipe is connected to the left end of the first adjusting rod through the flange, the left end of the second adjusting rod is connected to the right end of the first adjusting rod through the flange, and the right end of the second adjusting rod is connected with the left screw rod towards the right.
[0011] Furthermore, it further includes a first lifting lug and a second lifting lug; the first lifting lug is connected to any one of the steel pipe of the left clamping rod, the first adjusting rod, and the second adjusting rod; the second lifting lug is connected to any one of the steel pipe of the right clamping rod, the first adjusting rod, and the second adjusting rod.
[0012] Furthermore, a plurality of first stiffening plates are uniformly arranged along the circumferential direction of all flanges.
[0013] Furthermore, the left clamping rod further includes a left stiffening plate and a right stiffening plate; one side of the left stiffening plate is connected to the left sleeve, and the other side is connected to the left side of the left clamping plate; one side of the right stiffening plate is connected to the right sleeve, and the other side is connected to the right side of the right clamping plate.
[0014] Furthermore, it further includes a handle connected to the adjusting rod.
[0015] Compared with the prior art, the beneficial effects of the present utility model are as follows:
[0016] In the present utility model, first loosen the second bolt of the left clamping rod, move the left clamping plate and the right clamping plate so that the left clamping plate and the right clamping plate clamp the member of the steel roof truss together, and then tighten the second bolt; perform the same operation on the right clamping rod so that the left clamping plate and the right clamping plate of the right clamping rod clamp the member of the adjacent steel roof truss together; then only by rotating the adjusting rod, the left screw rod and the right screw rod can be synchronously extended outwards or contracted inwards, so as to adjust the distance between adjacent steel roof trusses to meet the design and installation requirements. This operation of adjusting the distance between adjacent steel roof trusses is simple and has high operation efficiency. Brief Description of the Drawings
[0017] Figure 1 It is the overall schematic diagram of the present utility model.
[0018] Figure 2 Schematic diagram around the adjusting rod of the present utility model.
[0019] Figure 3 Schematic diagram of the left clamping rod part of the present utility model.
[0020] Figure 4 Schematic diagram at the adjusting rod of the present utility model.
[0021] The explanations of each label in the figure are as follows: 1, steel pipe; 2, first stiffening plate; 3, left sleeve; 3a, left clamping plate; 4, right sleeve; 4a, right clamping plate; 5, first bolt; 6, second bolt; 7, left screw rod; 8, right screw rod; 9, adjusting rod; 10, first adjusting rod; 11, second adjusting rod; 12, handle; 13, left stiffening plate; 13a, right stiffening plate; 14, first lifting lug; 14a, second lifting lug. Specific embodiments
[0022] The technical solutions of the present utility model will be clearly and completely described below in conjunction with the specification drawings and specific embodiments. The described embodiments are one of the embodiments of the present utility model, and the present utility model may also have other embodiments.
[0023] Embodiment:
[0024] Refer to Figures 1 to 3 , a steel roof truss spacing adjustment device of the present utility model includes a left clamping rod and a right clamping rod; the left clamping rod and the right clamping rod have the same structure;
[0025] The left clamping rod includes a steel pipe 1, a left sleeve 3, a right sleeve 4, and a second bolt 6; both the left sleeve 3 and the right sleeve 4 are sleeved on the steel pipe 1; the left sleeve 3 is connected with a left clamping plate 3a, and the right sleeve 4 is connected with a right clamping plate 4a; a gap is left between the left clamping plate 3a and the right clamping plate 4a for the components of the steel roof truss to pass through; bolt holes are opened in both the left sleeve 3 and the right sleeve 4, and the second bolt 6 passes through the bolt holes and presses against the steel pipe 1;
[0026] The right end of the steel pipe 1 of the left clamping rod is connected to the left screw rod 7 towards the right, and the left end of the steel pipe 1 of the right clamping rod is connected to the right screw rod 8 towards the left; it further includes an adjusting rod 9 with threaded holes opened at both ends, and the thread directions of the threaded holes at both ends of the adjusting rod 9 are opposite; the left screw rod 7 is connected to the adjusting rod 9 through the threaded hole at the left end of the adjusting rod 9, and the right screw rod 8 is connected to the adjusting rod 9 through the threaded hole at the right end of the adjusting rod 9.
[0027] In this embodiment, the utility model first loosens the second bolt 6 of the left clamping rod, moves the left clamping plate 3a and the right clamping plate 4a so that the left clamping plate 3a and the right clamping plate 4a clamp the member of the steel roof truss together, and then tightens the second bolt 6; the same operation is taken for the right clamping rod so that the left clamping plate 3a and the right clamping plate 4a of the right clamping rod clamp the member of the adjacent steel roof truss together; then, only by rotating the adjusting rod, the left screw rod and the right screw rod can be synchronously extended outwards or contracted inwards, so as to adjust the distance between adjacent steel roof trusses to meet the design and installation requirements. This operation of adjusting the distance between adjacent steel roof trusses is simple and has high operation efficiency.
[0028] As a preferred embodiment, through holes are formed in both the left clamping plate 3a and the right clamping plate 4a; the left clamping rod further includes a first bolt 5; the first bolt 5 passes through the through hole and is bolt-connected to the left clamping plate 3a and the right clamping plate 4a.
[0029] In this embodiment, first, the left clamping plate 3a and the right clamping plate 4a of the left clamping rod are used to clamp the member of the steel roof truss, the first bolt 5 holds the bottom of the rod, and the first bolt 5 is adjusted so that the left clamping plate 3a and the right clamping plate 4a clamp the rod tightly. This operation further makes the left clamping plate 3a and the right clamping plate 4a clamp the member of the steel roof truss more tightly; the same operation is taken for the right clamping rod.
[0030] As a preferred embodiment, refer to Figures 1 to 2 , the left clamping rod further includes a first adjusting rod 10 and a second adjusting rod 11; a flange is connected to the right end of the steel pipe 1 of the left clamping rod, flanges are connected to both ends of the first adjusting rod 10, and a flange is connected to the left end of the second adjusting rod 11; the right end of the steel pipe 1 is connected to the left end of the first adjusting rod 10 through a flange, the left end of the second adjusting rod 11 is connected to the right end of the first adjusting rod 10 through a flange, and the right end of the second adjusting rod 11 is connected to the left screw rod 7 towards the right.
[0031] In this embodiment, the first adjusting rod 10 and the second adjusting rod 11 can be formed by connecting multiple rods. Through the flange connection method, the installation and disassembly of the first adjusting rod 10 and the second adjusting rod 11 are very convenient; by setting the first adjusting rod 10 and the second adjusting rod 11, the device can better adapt to the distance adjustment between two adjacent steel roof trusses with different distances.
[0032] As a preferred embodiment, refer to Figure 1 , it further includes a first lifting lug 14 and a second lifting lug 14a; the first lifting lug 14 is connected to any one of the steel pipe 1, the first adjusting rod 10, and the second adjusting rod 11 of the left clamping rod; the second lifting lug 14a is connected to any one of the steel pipe 1, the first adjusting rod 10, and the second adjusting rod 11 of the right clamping rod.
[0033] In this embodiment, the hook of the hoisting device is used to hook the wire rope, and then the wire rope is used to hook the first lifting lug 14 and the second lifting lug 14a, so as to hoist the whole device in place, making it more convenient for the operator to operate the device.
[0034] As a preferred embodiment, referring to Figures 1 to 3 , a plurality of first stiffening plates 2 are uniformly arranged along the circumferential direction of all flanges.
[0035] In this embodiment, the presence of the first stiffening plate 2 can enhance the anti-deformation ability of the flange, making the flange not easily deformed during the operation of the device.
[0036] As a preferred embodiment, referring to Figure 1 、 Figure 3 , the left clamping rod further includes a left stiffening plate 13 and a right stiffening plate 13a; one side of the left stiffening plate 13 is connected to the left sleeve 3, and the other side is connected to the left side of the left clamping plate 3a; one side of the right stiffening plate 13a is connected to the right sleeve 4, and the other side is connected to the right side of the right clamping plate 4a.
[0037] In this embodiment, the presence of the left stiffening plate 13 can enhance the anti-deformation ability of the left clamping plate 3a, and the presence of the right stiffening plate 13a can enhance the anti-deformation ability of the right clamping plate 4a, making the left clamping plate 3a and the right clamping plate 4a not easily deformed during the screwing of the first bolt 5.
[0038] As a preferred embodiment, referring to Figure 1 、 Figure 2 、 Figure 4 , it further includes a handle 12 connected to the adjusting rod 9.
[0039] In this embodiment, during operation, the adjusting rod 9 is rotated by turning the handle 12, making the operation of rotating the adjusting rod 9 more labor-saving.
[0040] The "connection", "fixation", and "butt joint" mentioned in the description of the present utility model can be fixed connection, machining, welding, or mechanical connection. The specific meanings of the above terms in the present utility model should be understood according to the specific circumstances.
[0041] In the description of the present utility model, the terms "inner", "upper", "lower", "end", "side", "outer", etc. indicate the orientation or positional relationship only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying a specific orientation that the device or element must have. Therefore, it should not be construed as a limitation to the present utility model.
[0042] 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; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements on some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present invention.
Claims
1. A steel roof truss spacing adjustment device, characterized in that: It comprises a left clamping rod and a right clamping rod; the left clamping rod and the right clamping rod have the same structure; The left clamping rod comprises a steel pipe (1), a left sleeve (3), a right sleeve (4), and a second bolt (6); the left sleeve (3) and the right sleeve (4) are both sleeved on the steel pipe (1); the left sleeve (3) is connected to a left clamping plate (3a), and the right sleeve (4) is connected to a right clamping plate (4a); a gap is left between the left clamping plate (3a) and the right clamping plate (4a) for a member of the steel roof truss to pass through; the left sleeve (3) and the right sleeve (4) are both provided with bolt holes, and the second bolt (6) passes through the bolt holes and then tightens the steel pipe (1); The right end of the steel pipe (1) of the left clamping rod is connected to the right with a left screw rod (7), and the left end of the steel pipe (1) of the right clamping rod is connected to the left with a right screw rod (8); it also includes an adjustment rod (9) with threaded holes at both ends, and the threaded holes at both ends of the adjustment rod (9) have opposite screw directions; the left screw rod (7) is connected to the adjustment rod (9) through the threaded hole at the left end of the adjustment rod (9), and the right screw rod (8) is connected to the adjustment rod (9) through the threaded hole at the right end of the adjustment rod (9).
2. A steel roof truss spacing adjustment device according to claim 1, characterized in that: The left clamping plate (3a) and the right clamping plate (4a) are both provided with through holes; the left clamping rod also includes a first bolt (5); the first bolt (5) passes through the through hole and then bolts the left clamping plate (3a) and the right clamping plate (4a) together.
3. A steel roof truss spacing adjustment device according to claim 1, characterized in that: The left clamping rod also includes a first adjustment rod (10) and a second adjustment rod (11); the right end of the steel pipe (1) of the left clamping rod is connected to a flange, both ends of the first adjustment rod (10) are connected to flanges, and the left end of the second adjustment rod (11) is connected to a flange; the right end of the steel pipe (1) is connected to the left end of the first adjustment rod (10) through the flange, the left end of the second adjustment rod (11) is connected to the right end of the first adjustment rod (10) through the flange, and the right end of the second adjustment rod (11) is connected to the left screw rod (7) to the right.
4. A steel roof truss spacing adjustment device according to claim 3, characterized in that: It also comprises a first lifting lug (14) and a second lifting lug (14a); the first lifting lug (14) is connected to any one of the steel pipe (1), the first adjustment rod (10) and the second adjustment rod (11) of the left clamping rod; and the second lifting lug (14a) is connected to any one of the steel pipe (1), the first adjustment rod (10) and the second adjustment rod (11) of the right clamping rod.
5. The steel roof truss spacing adjustment device according to claim 3, characterized in that: All flanges are evenly provided with a plurality of first stiffening plates (2) along the circumferential direction.
6. The steel roof truss spacing adjustment device according to claim 1, characterized in that: The left clamping rod also includes a left stiffening plate (13) and a right stiffening plate (13a); one side of the left stiffening plate (13) is connected to the left sleeve (3), and the other side is connected to the left side of the left clamping plate (3a); one side of the right stiffening plate (13a) is connected to the right sleeve (4), and the other side is connected to the right side of the right clamping plate (4a).
7. The steel roof truss spacing adjustment device according to claim 1, characterized in that: It also includes a handle (12) connected to the adjustment rod (9).