Steel structure after-loading auxiliary beam fixing device
By designing a post-installed auxiliary beam fixing device for steel structures, and utilizing detachable connectors and fastening bolts, the problem of difficult installation of post-installed auxiliary beams for steel structure supports and hangers was solved, improving construction efficiency and safety. It is applicable to roof truss steel beams of different sizes.
Patent Information
- Application Number
- CN202423176954.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-23
- Publication Date
- 2026-01-02
- Estimated Expiration
- 2034-12-23
AI Technical Summary
The installation of auxiliary beams after the steel structure supports and hangers presents difficulties in actual use, resulting in excessively long hours of cross-operation by multiple disciplines on the construction site, tight schedules, limited working space, and impact on the overall construction period.
Design a steel structure post-installed auxiliary beam fixing device, including roof truss steel beam, auxiliary steel beam, fixing plate and adjusting stud. By setting shims, reinforcing ribs and fastening bolts, the structural stability and safety are enhanced. The detachable connection method simplifies the installation process.
It improves construction efficiency, reduces labor intensity, ensures construction safety, is applicable to roof truss steel beams of different sizes, reduces the amount of high-altitude work, and simplifies installation difficulty.
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Figure CN223753483U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to building steel structure construction technical field more specifically, it relates to a kind of steel structure rear auxiliary beam fixing device. BACKGROUND
[0002] In architectural design, special deepening drawing is often later than main structure design, and the deepening degree of early main structure design is low, which can easily cause deepening structure construction difficulty. In order to ensure the convenience of special construction, some nodes are provided with fixing devices. The fixing device can ensure the quality of node connection, avoid the loosening of node caused by non-human factors, and cause collapse and falling. On the other hand, it can improve the construction convenience. The simple fixing method can greatly reduce the labor intensity of workers while ensuring the engineering quality.
[0003] At present, the steel structure support hanger rear auxiliary beam has the problem of difficult installation in actual use process, which can cause long construction time of multi-specialty cross operation in construction site, leading to tight construction period and small operation space. The lag of this process affects the total construction period, so it does not meet the existing requirements. Therefore, we propose a steel structure rear auxiliary beam fixing device. UTILITY MODEL CONTENT
[0004] The utility model aims to provide a kind of steel structure rear auxiliary beam fixing device to solve the problem of difficult installation of steel structure support hanger rear auxiliary beam in actual use process in prior art, which can cause long construction time of multi-specialty cross operation in construction site, leading to tight construction period and small operation space. The lag of this process affects the total construction period.
[0005] The above technical purpose of the utility model is realized by the following technical scheme: a kind of steel structure rear auxiliary beam fixing device, comprising: roof truss steel beam, the roof truss steel beam is I-shaped steel; a pair of auxiliary steel beams, a pair of the auxiliary steel beams are detachably spaced apart on the two sides of the web of the roof truss steel beam, each auxiliary steel beam is provided with a gasket for reducing the local stress concentration of the connection between the roof truss steel beam and the fixing plate on the side of the lower flange of the roof truss steel beam, and the gasket abuts on the lower flange of the roof truss steel beam; a pair of fixing plates, a pair of the fixing plates are detachably provided on the upper flange and the lower flange of the roof truss steel beam, four adjusting studs for reinforcing the connection between the roof truss steel beam and the fixing plate are provided on each fixing plate provided on the upper flange of the roof truss steel beam, and each adjusting stud penetrates the upper flange and the lower flange of the roof truss steel beam and the two fixing plates completely on the end towards the lower flange of the roof truss steel beam.
[0006] By adopting the technical scheme, the auxiliary steel beams are arranged on both sides of the web of the roof truss steel beam, the stability and safety of the whole structure are enhanced by the auxiliary steel beams on both sides of the web, which includes enhancing the bearing capacity, adapting to different stress conditions, avoiding the bolt position, the connection between the roof truss and the indoor frame is more stable, especially at the joint, the purpose is achieved by arranging the web and the corresponding connecting piece, and in order to ensure the disassembly effect of the device as a whole, the auxiliary steel beam can be directly and quickly disassembled, the fixing plate, the adjusting stud and the gasket arranged on the roof truss steel beam can be disassembled, compared with the traditional full-welding device, the device has an effective disassembly effect.
[0007] The utility model further sets up: two fastening bolts of mutual abutment are arranged at each adjusting stud two ends.
[0008] By adopting the technical scheme, the auxiliary steel beams are arranged on both sides of the web of the roof truss steel beam, the stability and safety of the whole structure are enhanced by the auxiliary steel beams on both sides of the web, which includes enhancing the bearing capacity, adapting to different stress conditions, avoiding the bolt position, the connection between the roof truss and the indoor frame is more stable, especially at the joint, the purpose is achieved by arranging the web and the corresponding connecting piece, and in order to ensure the disassembly effect of the device as a whole, the auxiliary steel beam can be directly and quickly disassembled, the fixing plate, the adjusting stud and the gasket arranged on the roof truss steel beam can be disassembled, compared with the traditional full-welding device, the device has an effective disassembly effect.
[0009] The utility model further sets up: two fastening bolts of mutual abutment are arranged at each adjusting stud two ends.
[0010] By adopting the technical scheme, the auxiliary steel beams are arranged on both sides of the web of the roof truss steel beam, the stability and safety of the whole structure are enhanced by the auxiliary steel beams on both sides of the web, which includes enhancing the bearing capacity, adapting to different stress conditions, avoiding the bolt position, the connection between the roof truss and the indoor frame is more stable, especially at the joint, the purpose is achieved by arranging the web and the corresponding connecting piece, and in order to ensure the disassembly effect of the device as a whole, the auxiliary steel beam can be directly and quickly disassembled, the fixing plate, the adjusting stud and the gasket arranged on the roof truss steel beam can be disassembled, compared with the traditional full-welding device, the device has an effective disassembly effect.
[0011] The utility model further sets up: four adjusting studs are arranged on the fixed plate in linear array, and four adjusting studs are located at four corners of the fixed plate.
[0012] By adopting the technical scheme, the auxiliary steel beams are arranged on both sides of the web of the roof truss steel beam, the stability and safety of the whole structure are enhanced by the auxiliary steel beams on both sides of the web, which includes enhancing the bearing capacity, adapting to different stress conditions, avoiding the bolt position, the connection between the roof truss and the indoor frame is more stable, especially at the joint, the purpose is achieved by arranging the web and the corresponding connecting piece, and in order to ensure the disassembly effect of the device as a whole, the auxiliary steel beam can be directly and quickly disassembled, the fixing plate, the adjusting stud and the gasket arranged on the roof truss steel beam can be disassembled, compared with the traditional full-welding device, the device has an effective disassembly effect.
[0013] The utility model further sets up: one pair of auxiliary steel beams, one pair of fixed plates and one pair of reinforcing ribs are located on the same plane and between two adjacent adjusting studs.
[0014] By adopting the technical scheme, the auxiliary steel beams are arranged on both sides of the web of the roof truss steel beam, the stability and safety of the whole structure are enhanced by the auxiliary steel beams on both sides of the web, which includes enhancing the bearing capacity, adapting to different stress conditions, avoiding the bolt position, the connection between the roof truss and the indoor frame is more stable, especially at the joint, the purpose is achieved by arranging the web and the corresponding connecting piece, and in order to ensure the disassembly effect of the device as a whole, the auxiliary steel beam can be directly and quickly disassembled, the fixing plate, the adjusting stud and the gasket arranged on the roof truss steel beam can be disassembled, compared with the traditional full-welding device, the device has an effective disassembly effect.
[0015] The utility model further sets up: one pair of auxiliary steel beams, one pair of fixed plates and one pair of reinforcing ribs are located on the same plane and between two adjacent adjusting studs.
[0016] In summary, the utility model has the following beneficial effects:
[0017] 1) The fixed plate, adjusting stud and fastening bolt of the case can be selected according to different sizes, specifications and models, and are suitable for existing roof truss steel beams of different sizes.
[0018] 2) The structure of the case is simple, convenient to process and low in manufacturing cost, and is simple to popularize.
[0019] 3) Only one pair of reinforcing ribs need to be welded in the case, and the remaining parts can be connected in a detachable manner, thereby greatly reducing safety hazards.
[0020] 4) When the case is applied to small and medium-sized existing roof truss steel beams, the size of the fixing device is small, the quality is light, the fixing device can be installed by manpower, and hoisting equipment is not needed, thereby reducing installation difficulty. For large-sized existing roof truss steel beams, the fixing device can be assembled on the ground and then installed to the connecting joint except for the fixed plate, gasket and fastening bolt, thereby reducing the amount of high-altitude operation and ensuring construction safety. BRIEF DESCRIPTION OF DRAWINGS
[0021] Fig. 1 is a structural schematic view of a steel structure rear-mounted auxiliary beam fixing device in an embodiment of the utility model;
[0022] Fig. 2 is a structural schematic view of a fixed plate in an embodiment of the utility model;
[0023] Fig. 3 is a structural schematic view of an auxiliary steel beam in an embodiment of the utility model.
[0024] In the drawing: 1, roof truss steel beam; 2, auxiliary steel beam; 3, fixed plate; 4, reinforcing rib; 5, adjusting stud; 6, fastening bolt; 7, gasket. DETAILED DESCRIPTION
[0025] The following will be described in combination with the accompanying Figs. 1-3 The utility model will be further described in detail.
[0026] The roof truss steel beam 1 is an I-beam in a roof truss frame 1, and the roof truss frame 1 is a steel structure. The roof truss frame 1 is prior art, and in the case, it is further optimized, so it is not further explained in the case.
[0027] The roof truss is prior art, and the roof truss is one of the components of a house. In the case, it is further optimized, so it is not further explained in the case.
[0028] The web member is prior art, and the web member is an important component of a truss structure, located between the top chord and the bottom chord of the truss. In the case, it is further optimized, so it is not further explained in the case.
[0029] EMBODIMENT
[0030] As Figs. 1-3 The steel structure rear-mounted auxiliary beam fixing device comprises a roof steel beam 1, a pair of auxiliary steel beams 2 and a pair of fixing plates 3.
[0031] The roof steel beam 1 is in the shape of an I-beam, and a pair of auxiliary steel beams 2 are detachably and spacedly abutted on both sides of the web of the roof steel beam 1. The roof steel beam 1 uses the auxiliary steel beams 2 on both sides of the web to enhance the stability and safety of the whole structure, including enhancing the bearing capacity, adapting to different stress conditions and avoiding the position of bolts. This design makes the connection of the roof and the indoor frame more stable, especially at the node, which is achieved by setting the web and the corresponding connecting piece.
[0032] Each auxiliary steel beam 2 is provided with a gasket 7 for reducing the local stress concentration at the connection between the roof steel beam 1 and the fixing plate 3, and the gasket 7 abuts on the lower flange of the roof steel beam 1. If the local bearing stress on site is too large and needs to be connected by pasting, the gasket 7 is fixed between the gasket 7 and the auxiliary steel beam 2 to prevent the gasket 7 from moving under pressure or vibration. If the local bearing stress on site is relatively small and needs to be connected by embedding, the gasket 7 is installed between the gasket 7 and the auxiliary steel beam 2, and the gasket 7 is easier to replace.
[0033] Each auxiliary steel beam 2 is vertically abutted with a reinforcing rib 4 for reducing the local stress at the connection between the roof steel beam 1 and the fixing plate 3 on the side of the upper flange of the roof steel beam 1, and the reinforcing rib 4 is also vertically welded on the web of the roof steel beam 1, which has the effect of connecting the auxiliary steel beam 2 with the roof steel beam 1 and limiting the position of the auxiliary steel beam 2.
[0034] A pair of fixing plates 3 are detachably arranged on the upper flange and the lower flange of the roof steel beam 1, and the fixing plates 3 abut on the roof steel beam 1. Four adjusting studs 5 for reinforcing the connection between the roof steel beam 1 and the fixing plates 3 are arranged on each fixing plate 3 arranged on the upper flange of the roof steel beam 1, and one end of each adjusting stud 5 towards the lower flange of the roof steel beam 1 completely penetrates the upper flange and the lower flange of the roof steel beam 1 and the two fixing plates 3. The adjusting studs 5 improve the overall disassembly without reducing the installation precision and the bearing capacity.
[0035] Two fastening bolts 6 are arranged at both ends of each adjusting stud 5 and abut against each other, the outer edges of both ends of each adjusting stud 5 are respectively provided with outer threads in opposite directions, the inner threads of the two fastening bolts 6 arranged at both ends of each adjusting stud 5 are in opposite directions, and the inner threads of the two fastening bolts 6 arranged at both ends of each adjusting stud 5 are in opposite directions and match the outer threads of the corresponding adjusting stud 5, the two fastening bolts 6 arranged at both ends of each adjusting stud 5 can provide more stable fixing effect, and ensure that the adjusting stud 5 will not be easily loosened or displaced when bearing external force, thereby ensuring the stability and safety of the whole structure.
[0036] The four adjusting studs 5 are arranged in a linear array on the fixed plate 3, and the four adjusting studs 5 are located at the four corners of the fixed plate 3, the pair of auxiliary steel beams 2, the pair of fixed plates 3 and the pair of reinforcing ribs 4 are located on the same plane and between two adjacent adjusting studs 5.
[0037] The above only describes the preferred embodiments of the present application and is not intended to limit the present application, and various modifications and changes can be made by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.
Claims
1. A steel structure post-installed auxiliary beam fixing device, characterized in that, include: Roof truss steel beam (1), wherein the roof truss steel beam (1) is in the shape of an I-beam; A pair of auxiliary steel beams (2) are detachably spaced on both sides of the web of the roof truss beam (1). Each auxiliary steel beam (2) is provided with a shim (7) on the side facing the lower flange of the roof truss beam (1) to reduce local stress concentration at the connection between the roof truss beam (1) and the fixing plate (3), and the shim (7) abuts against the lower flange of the roof truss beam (1). A pair of fixing plates (3) are detachably mounted on the upper and lower flanges of the roof truss steel beam (1). Each fixing plate (3) mounted on the upper flange of the roof truss steel beam (1) is provided with four adjusting studs (5) for reinforcing the connection between the roof truss steel beam (1) and the fixing plate (3). The end of each adjusting stud (5) facing the lower flange of the roof truss steel beam (1) completely penetrates the upper and lower flanges of the roof truss steel beam (1) and the two fixing plates (3).
2. The steel structure post-installed auxiliary beam fixing device according to claim 1, characterized in that, Each of the adjusting studs (5) has two mutually abutting fastening bolts (6) at both ends.
3. The steel structure post-installed auxiliary beam fixing device according to claim 2, characterized in that, Each of the adjusting studs (5) has an external thread with opposite directions of rotation on its outer edge at both ends. The internal threads of the two fastening bolts (6) at both ends of each adjusting stud (5) have opposite directions of rotation, and the internal threads of the fastening bolts (6) at both ends of each adjusting stud (5) match the external threads of the adjusting studs (5) at the corresponding positions.
4. The steel structure post-installed auxiliary beam fixing device according to claim 3, characterized in that, The four adjusting studs (5) are arranged in a linear array on the fixing plate (3), and the four adjusting studs (5) are located at the four corners of the fixing plate (3).
5. The steel structure post-installed auxiliary beam fixing device according to claim 1, characterized in that, Each of the auxiliary steel beams (2) has a reinforcing rib (4) perpendicularly abutting against the side of the roof truss steel beam (1) facing the upper flange, which is used to reduce the local stress at the connection between the roof truss steel beam (1) and the fixing plate (3), and the reinforcing rib (4) is also perpendicularly welded to the web of the roof truss steel beam (1).
6. A steel structure post-installed auxiliary beam fixing device according to claim 5, characterized in that, The pair of auxiliary steel beams (2), the pair of fixing plates (3) and the pair of reinforcing ribs (4) are all located on the same plane and between two adjacent adjusting studs (5).