Restraining device used between roof truss and roof truss supporting column
By designing a combination of clamps and restraint rods, the roof stents and roof stents are fixed as a whole, solving the risk of fracture and collapse of roof stents when the vehicle is impacted and improving impact resistance.
Patent Information
- Application Number
- CN202510891907.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-30
- Publication Date
- 2025-08-01
AI Technical Summary
The non-rigid restraint installation form between the existing roof squad and roof squad pillars increases the safety risks of roof squad pillar breakage and roof squad collapse when hit by a vehicle.
A restraint device is designed, including a clamping member arranged in a split second and a restraint rod across the span, and fixing the roof stent with the roof stent pillars through the connecting shaft and bolt assembly to form a restraint frame to enhance impact resistance.
It effectively improves the overall impact resistance between the roof squad and the roof squad pillars, reducing the risk of roof squad collapse.
Smart Images

Figure CN120401672A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of roof trusses, and particularly relates to a constraint device for between a roof truss and a roof truss support column. Background Art
[0002] For the purpose of drainage, the roofs (canopies) of photovoltaic power generation greenhouses, factory canopies, etc. usually have a certain slope, and the roof trusses generally adopt trusses. At present, when installing a roof truss, the roof truss is usually directly lapped on the top of the roof truss support column (the intersection of the web members of the roof truss is supported and connected to the roof truss support column). The advantages of this installation method are: the installation and disassembly of the roof truss are simple, and the roof truss is heavy and will not easily slip off the roof truss support column, and the installation stability is guaranteed to a certain extent, which can meet the use requirements of most occasions.
[0003] However, the above non-rigid constraint installation form between the roof truss and the roof truss support column also has the following disadvantages: for a photovoltaic power generation greenhouse across a highway, etc., if the roof truss support column is accidentally hit by a vehicle, the impact force can only be borne by the hit roof truss support column, which greatly increases the safety risks of the fracture of the roof truss support column and the collapse of the roof truss. Summary of the Invention
[0004] In view of this, the purpose of the present invention is to provide a constraint device for between a roof truss and a roof truss support column, so as to constrain the roof truss and the roof truss support column into a whole, thereby improving the overall anti-impact performance.
[0005] The present invention solves the above problems through the following technical means: a constraint device for between a roof truss and a roof truss support column, including a pair of clamping members arranged in a split manner and clamped and fixed to the roof truss support column, and a pair of constraint rods arranged across the front side and the rear side of the two clamping members; connecting shafts are arranged on the front and rear sides of the clamping members, and the two ends of the constraint rod are respectively slidably assembled with the corresponding connecting shafts, and are limited by a first bolt assembly threadedly connected to the connecting shafts on the outside, and the area surrounded by the two clamping members and the two constraint rods forms a constraint frame clamped and fixed to the web member of the roof truss.
[0006] Further, the constraint rod includes a round rod main body and connecting pieces arranged at both ends of the round rod main body, and connecting holes for slidably assembling with the corresponding connecting shafts are opened on the connecting pieces.
[0007] Further, the clamping member includes a skeleton and a hoop piece connected to the skeleton, and the hoop pieces of the two clamping members are fastened by a second bolt assembly after being closed to realize the clamping and fixing to the roof truss support column.
[0008] Further, upper hoop pieces and lower hoop pieces are arranged at intervals along the vertical direction on the skeleton, and the upper hoop pieces and the lower hoop pieces of the two clamping members are respectively paired.
[0009] Further, the upper hoop piece is fixedly connected with a hanging plate that overlaps with the top of the roof truss column.
[0010] Further, the connecting shaft is arranged on the front side and the rear side of the top of the framework.
[0011] Further, both the upper hoop piece and the lower hoop piece are fixedly welded to the corresponding framework.
[0012] Advantages of the present invention:
[0013] The restraint device for the roof truss and the roof truss column of the present invention includes a pair of clamping members that are arranged in a split manner and are clamped and fixed to the roof truss column, and a pair of restraint rods that are arranged across the front side and the rear side of the two clamping members; connecting shafts are arranged on the front side and the rear side of each clamping member, and two ends of each restraint rod are respectively slidably assembled with the corresponding connecting shaft and are limited by a first bolt assembly that is threadedly connected to the connecting shaft. The area surrounded by the two clamping members and the two restraint rods forms a restraint frame that is clamped and fixed to the web member of the roof truss. By using the restraint device of the present application, the roof truss and the roof truss column can be constrained into a whole, thereby effectively improving the overall impact resistance. Description of the Drawings
[0014] The present invention will be further described below with reference to the drawings and embodiments.
[0015] Figure 1 It is the front view of the preferred embodiment of the present invention;
[0016] Figure 2 It is the side view of the preferred embodiment of the present invention;
[0017] Figure 3 It is Figure 1 the schematic view of A-A (removing the web member of the roof truss);
[0018] Figure 4 It is Figure 1 the schematic view of B-B;
[0019] Figure 5 It is the schematic view of the clamping member;
[0020] Figure 6 It is Figure 5 the schematic view of C-C;
[0021] Figure 7 It is Figure 5 the schematic view of D-D;
[0022] Figure 8 It is the three-dimensional view of the restraint rod. Detailed Description of the Invention
[0023] The present invention will be further described in detail below with reference to the accompanying drawings and embodiments. Through these descriptions, the features and advantages of the present invention will become more clearly defined. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all of the embodiments.
[0024] As Figures 1 to 8 shown, this embodiment provides a restraint device for between a roof truss and a roof truss support column, including a pair of clamping members 2 that are arranged in a split manner and clamped and fixed to the roof truss support column 1, and a pair of restraint rods 4 that are arranged across the front and rear sides of the two clamping members; connection shafts 7 are arranged on the front and rear sides of the clamping members, and the two ends of the restraint rod are respectively slidably assembled with the corresponding connection shafts, and are limited by a first bolt assembly 3 that is threadedly connected to the connection shafts. The area surrounded by the two clamping members and the two restraint rods forms a restraint frame that is clamped and fixed to the web member 6 of the roof truss 5.
[0025] In this embodiment, a pair of clamping members are respectively arranged on the left and right sides. The left end of the restraint rod at the rear side is assembled with the connection shaft at the rear side of the left clamping member, and the right end of the restraint rod at the rear side is assembled with the connection shaft at the rear side of the right clamping member; the left end of the restraint rod at the front side is assembled with the connection shaft at the front side of the left clamping member, and the right end of the restraint rod at the front side is assembled with the connection shaft at the front side of the right clamping member.
[0026] In this embodiment, the restraint rod includes a round rod main body 401 and connection pieces 402 arranged at both ends of the round rod main body. Connection holes 403 for slidably assembling with the corresponding connection shafts are formed in the connection pieces.
[0027] In this embodiment, the clamping member includes a framework 201 and hoop pieces connected to the framework. The connection shafts are arranged on the front and rear sides of the top of the framework. After the hoop pieces of the two clamping members are closed, they are fastened by a second bolt assembly 9 to achieve clamping and fixing with the roof truss support column. Preferably, to improve the reliability of the clamping and fixing of the clamping member with the roof truss support column, upper hoop pieces 202 and lower hoop pieces 203 are arranged at intervals in the vertical direction on the framework. The upper hoop pieces and the lower hoop pieces are both welded and fixed to the corresponding frameworks, and the upper hoop pieces and the lower hoop pieces of the two clamping members are paired respectively. Further, a hanging plate 8 that overlaps with the top of the roof truss support column is fixedly connected to the upper hoop piece; when installing the clamping member, the hanging plate overlaps with the top of the roof truss support column, which can provide vertical restraint for the clamping member.
[0028] During application, first clamp and fix the clamping member to the roof truss column. Subsequently, install the restraint rods on the front and rear sides so that the web members of the roof truss are within the restraint frame. Then, slide the restraint rods along the connecting shaft to adjust the distance between the two restraint rods. Finally, tighten the first bolt assembly on the outside to clamp and fix the web members of the roof truss with the restraint rods. In this way, the roof truss column and the roof truss (the web members of the roof truss) can be constrained into one body, and further, the entire support system (all roof truss columns) can jointly bear the impact force, thereby effectively improving the overall impact resistance performance.
[0029] 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 them. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be modified or equivalently replaced without departing from the purpose and scope of the technical solutions of the present invention, and they should all be covered by the scope of the claims of the present invention.
Claims
1. A restraint device between a roof truss and a roof truss support column, characterized in that: It includes a pair of clamping members that are arranged in an opening-and-closing manner and are clamped and fixed to the truss struts, and a pair of restraining rods that are arranged across the front and rear sides of the two clamping members; connecting shafts are arranged on the front and rear sides of the clamping members, and the two ends of the restraining rods are respectively slidably assembled with the corresponding connecting shafts and are limited by first bolt assemblies that are threadedly connected to the connecting shafts. The area formed by the two clamping members and the two restraining rods constitutes a restraining frame that is clamped and fixed to the web member of the truss.
2. The restraint device for between a roof truss and a roof truss support according to claim 1, characterized in that: The restraining rod includes a round rod body and connecting pieces arranged at both ends of the round rod body, and connecting holes for slidably assembling with the corresponding connecting shafts are formed in the connecting pieces.
3. The restraint device for between a roof truss and a roof truss support according to claim 2, characterized in that: The clamping member includes a skeleton and a hoop piece connected to the skeleton. After the hoop pieces of the two clamping members are closed, they are fastened by a second bolt assembly to achieve clamping and fixing to the truss strut.
4. The restraint device for between a roof truss and a roof truss support column according to claim 3, characterized in that: Upper hoop pieces and lower hoop pieces are arranged at intervals along the vertical direction on the skeleton, and the upper hoop pieces and the lower hoop pieces of the two clamping members are paired respectively.
5. The restraint device for between a roof truss and a roof truss support column according to claim 4, characterized in that: The upper hoop piece is fixedly connected with a hanging plate that overlaps with the top of the truss strut.
6. The restraint device for between a roof truss and a roof truss support column according to claim 5, characterized in that: The connecting shafts are arranged on the front and rear sides of the top of the skeleton.
7. The restraint device for between a roof truss and a roof truss support according to claim 6, characterized in that: Both the upper hoop piece and the lower hoop piece are welded and fixed to the corresponding skeleton.