Supporting beam haunching structure
By adding axilla structures to the support beams and utilizing components such as axilla plates and reinforcing ribs, the stress concentration and fatigue problems of the support beams under complex stress conditions are solved, achieving efficient load-bearing capacity and anti-fatigue performance, and adapting to various load environments.
Patent Information
- Application Number
- CN202423000493.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-06
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-12-06
AI Technical Summary
Existing support beam designs are prone to problems such as local stress concentration and fatigue cracks under complex stress conditions. Traditional reinforcement methods increase deadweight or cost, lack flexibility, and are difficult to adapt to different loads and environmental conditions.
The support beam plus axil structure is adopted, including axil plates and reinforcing ribs welded on the outside of the main beam. It is connected by bolts, pins and anti-corrosion layers, combined with prestressed tendons and rubber pads to disperse stress and improve connection strength and fatigue resistance.
Effectively disperse local stress, improve bearing capacity and fatigue resistance, extend service life, reduce the increase in structural deadweight, adapt to complex stress conditions, and reduce maintenance costs.
Smart Images
Figure CN223459181U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of building construction, and in particular to a support beam haunch structure. BACKGROUND
[0002] In modern building engineering, support beams are an important part of the load-bearing structure, and their design and construction directly affect the overall performance of the building. Traditional support beams usually have rectangular or T-shaped cross-sections, which may not meet the requirements of high strength and high stability in some cases. With the advancement of building materials and technology, various new support beam structures have emerged to improve the safety and economy of the structure. However, existing support beam designs still face many challenges when facing complex stress conditions, especially when subjected to large or dynamic loads, which can cause local stress concentration, fatigue cracks, and other problems that affect the safety of the structure and increase maintenance costs.
[0003] Currently, to solve the problems of traditional support beams under complex stress conditions, common solutions include increasing the height, width, or thickness of the beam, using high-strength steel, or reinforcing the nodes through welding. However, each of these methods has its own advantages and disadvantages:
[0004] Increasing the height or width of the beam can effectively improve the carrying capacity, but it also increases the self-weight, affecting the economic efficiency of the overall structure.
[0005] Using high-strength steel can improve strength, but it is more expensive and may cause corrosion problems in certain environments.
[0006] Welding reinforcement nodes is a common reinforcement measure, but they are prone to weld cracking over time, affecting the durability of the structure. Although the above methods have improved the performance of support beams to some extent, there are still obvious shortcomings. First, simply relying on increasing the size or material strength cannot completely solve the problem of local stress concentration, and may even lead to excessive redundancy of the structure, increasing unnecessary construction costs. Second, welding reinforcement nodes are prone to fatigue damage over time, especially for structures subjected to dynamic loads, which poses a greater risk. Finally, existing support beam designs lack flexibility and are difficult to adapt to different types of loads and environmental conditions, limiting their widespread application. CONTENT OF THE INVENTION
[0007] To overcome the shortcomings of the prior art, the present application provides a support beam haunch structure to solve the problems in the background art.
[0008] In order to achieve the above object, the technical scheme adopted by the present application is as follows: A support beam haunch structure, comprising a main beam, a haunch plate is welded on the outer side of the main beam, the bottom of the haunch plate is fixedly connected with the main beam through a bolt one, a reinforcing rib is installed on the top of the haunch plate, bolts two are threadedly connected on both sides of the reinforcing rib, a square groove is formed on the outer side of the main beam, and a square block is welded on the side of the haunch plate close to the main beam.
[0009] As a preferred embodiment, a rubber pad is installed on the outer side of the main beam, a notch is formed on the side of the haunch plate close to the rubber pad, and the shape of the notch is matched with the shape of the rubber pad.
[0010] By adopting the above technical scheme, the vibration and impact can be slowed down, the anti-seismic performance of the structure is improved, and the load-carrying capacity and fatigue resistance of the main beam are significantly improved. Under the premise of not significantly increasing the self-weight, the requirements under complex stress conditions can be effectively met.
[0011] As a preferred embodiment, a prestressed tendon is arranged in the inner cavity of the main beam, and the prestressed tendon is composed of steel bars.
[0012] By adopting the above technical scheme, the rigidity and load-carrying capacity of the structure can be further enhanced, and the firmness is improved.
[0013] As a preferred embodiment, the square block is matched and inserted into the inner wall of the square groove, a insertion hole is formed in the inner wall of the square block, a through hole is formed in the outer wall of the main beam and corresponds to the position of the insertion hole, and a latch is inserted into the inner walls of the insertion hole and the through hole.
[0014] By adopting the above technical scheme, the square block can be stably positioned on the inner wall of the square groove by means of the latch, and then the haunch plate can be stably attached to the outer wall of the main beam, so that the main beam and the haunch plate can be welded and connected by the staff, and the position accuracy after welding is guaranteed, and the position will not be shifted.
[0015] As a preferred embodiment, a plurality of threaded holes are symmetrically formed in the inner wall of the main beam, a circular hole is formed in the top of the haunch plate, and the bolt one is threadedly connected to the inner wall of the threaded hole through the circular hole.
[0016] By adopting the above technical scheme, the bottom of the haunch plate and the top of the main beam can be stably connected by the bolt one cooperating with the threaded hole, and the firmness after connection is guaranteed.
[0017] As a preferred embodiment, the haunch plate is triangular, a reinforcing rib is fixedly connected to the inner wall of the haunch plate, the reinforcing rib is arranged in an inclined manner, the material of the haunch plate is Q345 steel, the thickness is 0.1 meters, the length is 0.4 meters, and the height is 0.5 meters.
[0018] By adopting the technical scheme, the reinforcing rib can increase the firmness of the haunch plate, so that the haunch plate will not be easily bent when subjected to external force, and the shearing effect is improved.
[0019] As a preferred embodiment, the outer edges of the haunch plate and the main beam are coated with a corrosion-resistant layer, and the main beam is made of Q345 steel, 8 meters long, 0.6 meters wide, and 0.8 meters high.
[0020] By adopting the technical scheme, the haunch plate and the main beam can be protected from being easily eroded when exposed to the outside world and weather, improving their durability and service life.
[0021] As a preferred embodiment, the reinforcing rib is made of Q345 steel, 0.5 meters long, 0.1 meters wide, and 0.1 meters high, and the number of reinforcing ribs is several, evenly distributed on the top of the haunch plate.
[0022] By adopting the technical scheme, the reinforcing rib can further reinforce the tightness of the connection between the main beam and the haunch plate, so that the haunch plate will not be easily separated after being installed on the top of the main beam.
[0023] The beneficial effects of the present application are:
[0024] 1. The haunch structure of the support beam can effectively disperse the local stress on the main beam, avoid the occurrence of stress concentration, and further enhance the connection strength between the haunch plate and the main beam, improve the rigidity and stability of the entire structure, improve the load-bearing capacity of the support beam, and prolong the service life of the structure. The load-bearing capacity and fatigue resistance of the main beam are significantly improved, and the demand under complex stress conditions can be effectively met without significantly increasing the self-weight, reducing the local stress concentration phenomenon, and avoiding cracks and other damage caused by stress concentration.
[0025] 2. The haunch structure of the support beam can stably position the block in the inner wall of the square groove by inserting the square block on the outer side of the haunch plate into the square groove, and then inserting the plug into the inner wall of the insertion hole and the through hole. The haunch plate can be stably attached to the outer wall of the main beam by the plug, so that the main beam and the haunch plate can be welded and connected between them, and the position accuracy after welding is guaranteed, and the position will not be shifted. BRIEF DESCRIPTION OF DRAWINGS
[0026] Figure 1 The overall structure of the present application is shown in the figure;
[0027] Figure 2 The prestressed tendon structure of the present application is shown in the figure;
[0028] Figure 3 For the development and local enlarged structure schematic diagram of the application;
[0029] Figure 4 For the local enlarged structure schematic diagram of the application.
[0030] Figure label: 1, the main beam; 2, prestressed tendon; 3, rubber pad; 4, haunch plate; 5, slot; 6, bolt one; 7, threaded hole; 8, reinforcing rib; 9, bolt two; 10, square groove; 11, bolt; 12, block; 13, jack; 14, reinforcing rib. DETAILED DESCRIPTION
[0031] The technical solutions in the embodiments of the application will be clearly and completely described below with reference to the drawings in the embodiments of the application. Obviously, the described embodiments are only part of the embodiments of the application, not all embodiments of the application.
[0032] Referring to Figures 1-4 , a support beam haunch structure, comprising a main beam 1, the outer side of the main beam 1 is welded with a haunch plate 4, the bottom of the haunch plate 4 is fixedly connected with the main beam 1 through a bolt one 6, the top of the haunch plate 4 is installed with a reinforcing rib 8, the two sides of the reinforcing rib 8 are threadedly connected with a bolt two 9, the outer side of the main beam 1 is provided with a square groove 10, and the side of the haunch plate 4 close to the main beam 1 is welded with a block 12.
[0033] Referring to Figure 3 and Figure 4 , the outer side of the main beam 1 is installed with a rubber pad 3, the side of the haunch plate 4 close to the rubber pad 3 is provided with a slot 5 matched with the shape of the rubber pad 3, and the rubber pad 3 is arranged on the inner wall of the slot 5, so that the vibration and impact can be slowed down, the anti-seismic performance of the structure is improved, and the bearing capacity and fatigue resistance of the main beam 1 are significantly improved, and the demand under the complex stress condition can be effectively met without significantly increasing the self weight.
[0034] Referring to Figure 2 , the inner cavity of the main beam 1 is provided with a prestressed tendon 2, and the prestressed tendon 2 is combined by steel bars, so that the rigidity and bearing capacity of the structure can be further enhanced, and the firmness is improved.
[0035] Referring to Figure 3 and Figure 4The inner wall of the square block 12 is provided with a insertion hole 13, and the outer wall of the main beam 1 is provided with a through hole corresponding to the position of the insertion hole 13. The inner walls of the insertion hole 13 and the through hole are inserted with a bolt 11, so that the square block 12 can be stably positioned on the inner wall of the square groove 10 by using the bolt 11, thereby realizing the stable fitting of the haunch plate 4 on the outer wall of the main beam 1, facilitating the welding connection between the main beam 1 and the haunch plate 4, and ensuring the accuracy of the position after welding and preventing the position from deviating.
[0036] Referring to Figure 3 The inner wall of the main beam 1 is symmetrically provided with a plurality of threaded holes 7, and the top of the haunch plate 4 is provided with a circular hole. A bolt 6 is threadedly connected to the inner wall of the threaded hole 7 through the circular hole, so that the bolt 6 cooperates with the threaded hole 7 to stably connect the bottom of the haunch plate 4 and the top of the main beam 1, ensuring the firmness after connection.
[0037] Referring to Figure 1 and Figure 3 The haunch plate 4 is triangular, and the inner wall of the haunch plate 4 is fixedly connected with a reinforcing rib 14. The reinforcing rib 14 is inclinedly arranged. The material of the haunch plate 4 is Q345 steel, the thickness is 0.1 meters, the length is 0.4 meters, and the height is 0.5 meters, so that the reinforcing rib 14 can be used to increase the firmness of the haunch plate 4, and prevent it from being easily bent when subjected to external force, thereby improving the shear effect.
[0038] Referring to Figure 1 - Figure 4 The outer edges of the haunch plate 4 and the main beam 1 are coated with a corrosion-resistant layer. The material of the main beam 1 is Q345 steel, which is 8 meters long, 0.6 meters wide, and 0.8 meters high. Therefore, the haunch plate 4 and the main beam 1 can be prevented from being easily eroded when exposed to the outside world and weather, thereby improving the durability and ensuring the service life.
[0039] Referring to Figure 1 - Figure 3 The material of the reinforcing rib 8 is Q345 steel, which is 0.5 meters long, 0.1 meters wide, and 0.1 meters high. The number of reinforcing ribs 8 is several, which are evenly distributed on the top of the haunch plate 4. Therefore, the several reinforcing ribs 8 can be used to further tighten the connection between the main beam 1 and the haunch plate 4, thereby preventing the haunch plate 4 from being easily separated after being installed on the top of the main beam 1.
[0040] Working principle: when using the device, first take the haunch plate 4, insert the square block 12 outside the haunch plate 4 into the inner wall of the square groove 10, then insert the plug 11 into the insertion hole 13 and the inner wall of the through hole, and position the square block 12 stably in the inner wall of the square groove 10 through the plug 11, so that the haunch plate 4 can be stably attached to the outer wall of the main beam 1, thereby facilitating the welding connection between the main beam 1 and the haunch plate 4, and ensuring that the position is accurate after welding, and the position will not shift, then the bottom of the haunch plate 4 can be connected with the top of the main beam 1 by using the bolt one 6 in cooperation with the threaded hole 7, then the reinforcing rib 8 can be installed on the top of the haunch plate 4 by using the bolt two 9, further stably connecting the haunch plate 4 and the main beam 1, then check whether all the connecting parts are firm, if necessary, carry out secondary reinforcement, and quality inspection is carried out on the whole structure to ensure that various indexes meet the design requirements.
[0041] In the description of the utility model, it needs to be explained that the directions or position relations of the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end" and "the other end" are based on the directions or position relations shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, and are not indicative or suggestive of the devices or elements indicated must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as a limitation on the utility model. In addition, the terms "first" and "second" are only for the purpose of description, and cannot be understood as indicative or suggestive of relative importance.
[0042] In the description of the utility model, it needs to be explained that, unless otherwise explicitly specified and limited, the terms "mounting", "provided with", "connection" and the like should be broadly understood, for example, "connection" can be fixed connection, can also be detachable connection, or integral connection; can be mechanical connection, can also be electrical connection; can be directly connected, can also be indirectly connected through an intermediate medium, can be the communication between two elements inside. For ordinary skilled persons in the art, the specific meaning of the above terms in the utility model can be understood according to the specific situation.
[0043] The utility model has been described above in combination with specific embodiments, but those skilled in the art should know that these descriptions are exemplary and are not a limitation on the protection scope of the utility model. Those skilled in the art can make various modifications and changes to the utility model according to the spirit and principles of the utility model, and these modifications and changes are also within the scope of the utility model.
Claims
1. A haunched support beam structure comprising a main beam (1), characterised in that, The outer side of the main beam (1) is welded with a haunch plate (4), the bottom of the haunch plate (4) is fixedly connected with the main beam (1) through a bolt (6), the top of the haunch plate (4) is provided with a reinforcing rib (8), the two sides of the reinforcing rib (8) are threadedly connected with bolts (9), the outer side of the main beam (1) is provided with a square groove (10), and the side of the haunch plate (4) close to the main beam (1) is welded with a square block (12).
2. A haunching structure for a support beam according to claim 1, wherein, The outer side of the main beam (1) is provided with a rubber pad (3), the side of the haunch plate (4) close to the rubber pad (3) is provided with a notch (5) matched with the shape of the rubber pad (3), and the rubber pad (3) is arranged on the inner wall of the notch (5).
3. The haunch structure of claim 1, wherein, The inner cavity of the main beam (1) is provided with a prestressed tendon (2), and the prestressed tendon (2) is formed by combining steel bars.
4. The haunch structure of claim 1, wherein, The square block (12) is matched and inserted into the inner wall of the square groove (10), the inner wall of the square block (12) is provided with a insertion hole (13), the outer wall of the main beam (1) is provided with a through hole corresponding to the position of the insertion hole (13), and the insertion hole (13) and the through hole are inserted with a bolt (11).
5. The haunch structure of claim 1, wherein, The inner wall of the main beam (1) is symmetrically provided with a plurality of threaded holes (7), the top of the haunch plate (4) is provided with a circular hole, and the bolt (6) is threadedly connected to the inner wall of the threaded hole (7) through the circular hole.
6. The haunch structure of claim 1, wherein, The haunch plate (4) is triangular, the inner wall of the haunch plate (4) is fixedly connected with a reinforcing rib (14), the reinforcing rib (14) is arranged in an inclined manner, the material of the haunch plate (4) is Q345 steel, the thickness is 0.1m, the length is 0.4m, and the height is 0.5m.
7. The haunch structure of claim 1, wherein, The outer edges of the haunch plate (4) and the main beam (1) are coated with an anticorrosive layer, the material of the main beam (1) is Q345 steel, the length is 8m, the width is 0.6m, and the height is 0.8m.
8. The haunch structure of claim 1, wherein, The reinforcing rib (8) is made of Q345 steel, has a length of 0.5m, a width of 0.1m, and a height of 0.1m, and a plurality of reinforcing ribs (8) are evenly distributed on the top of the haunch plate (4).