A high-rise building steel structure anti-seismic testing device

Through the combined structure of components such as the support base, fixed base, and connecting plate, the collapse and offset problems of the steel structure seismic resistance testing device are solved, and a more stable and safe testing environment is achieved.

CN119509877BActive Publication Date: 2025-10-21CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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Patent Information

Application Number
CN202411679860.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-11-22
Publication Date
2025-10-21
Estimated Expiration
2044-11-22

AI Technical Summary

Technical Problem

Traditional steel structure seismic resistance testing equipment is prone to steel structure collapse during testing, and the fixing method is prone to deviation, which reduces the safety and stability of the device.

Method used

It adopts a combined structure of support base, fixed base, connecting plate, bearing plate, transmission fixing assembly and transmission extension assembly. Through the sliding of the bearing plate and the linkage of the transmission fixing assembly, it realizes the stable connection of the steel structure and the lifting of the protective baffle to prevent collapse.

Benefits of technology

The stability and safety of the seismic test device are improved, the installation and fixation of the steel structure are facilitated, and the loss of parts is reduced.

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Abstract

The application discloses a kind of high-rise building steel structure anti-seismic testing device, including support seat, bearing plate, support plate, side limiting block, protective baffle, transmission fixed component and transmission extension component, the transmission fixed component includes two rotating rods, two the rotating rod is respectively rotationally installed in the two ends of the same end on the upper surface of bearing plate, transmission fixed component can drive transmission extension component to start, by protective baffle and extension baffle, the fence protection can be carried out to the both sides of steel structure, when collapse occurs, can prevent the collapse of the scattered steel structure to both sides, effectively improve the stability and security of the testing device, and more conveniently install and fix building steel structure to carry out anti-seismic test, by transmission fixed component and transmission extension component linkage and synchronous installation together, reduce the loss of part use.
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Description

Technical Field

[0001] The present invention relates to the technical field of earthquake resistance testing, and in particular to an earthquake resistance testing device for a high-rise building steel structure. Background Art

[0002] Steel structures are made of steel and are one of the main types of building structures. They typically consist of components such as beams, columns, and trusses made from sections and plates. They utilize rust removal and prevention processes such as silanization, pure manganese phosphating, water washing and drying, and galvanizing. Components are typically connected using welds, bolts, or rivets. Due to their light weight and simple construction, they are widely used in large factories, stadiums, high-rise buildings, bridges, and other fields. Steel structures are prone to rust and generally require rust removal, galvanizing, or coating, as well as regular maintenance.

[0003] Before the construction of existing steel structures, the steel structure model of high-rise buildings needs to be tested for seismic resistance. Traditional seismic resistance testing equipment may cause the steel structure to collapse during the test. If the test area is not protected, the steel structure will collapse at will and hit the surrounding construction equipment, thereby reducing the safety of the seismic resistance testing device. In addition, during the connection between the steel structure and the seismic resistance testing device, most of the fixing methods are fixed by bolts. Since the steel structure is not easy to move after placement, it will cause offset when using bolts to fix it. Summary of the Invention

[0004] The purpose of the present invention is to provide a high-rise building steel structure seismic resistance testing device to address the above-mentioned shortcomings of traditional steel structure seismic resistance testing devices during use, which can effectively improve the stability and safety of the testing device and make it more convenient to install and fix the building steel structure for seismic resistance testing.

[0005] The present invention is achieved through the following technical solutions:

[0006] The present invention provides a seismic test device for a high-rise building steel structure, comprising: a support base, a fixing base, a connecting plate, a bearing plate, a transmission fixing assembly, and a transmission extension assembly; the fixing base is slidably arranged on the support base, the connecting plate is arranged above the fixing base, and a vibration connecting assembly is arranged between the connecting plate and the fixing base;

[0007] The bearing plate is fixedly arranged on the connecting plate, and a supporting plate for connecting to the steel structure is slidably arranged in the middle of the bearing plate. The sliding direction of the supporting plate is perpendicular to the sliding direction of the fixing seat. Side limit blocks are fixedly arranged at both ends of the bearing plate, and protective baffles are arranged on the side limit blocks to slide vertically.

[0008] The transmission fixing components are respectively installed at both ends of the supporting plate, and the transmission extension components are respectively installed on the two protective baffles. The transmission fixing components are connected and cooperated with the transmission extension components to drive the protective baffles to move up and down and the transmission extension components to achieve secondary height extension.

[0009] As a preferred solution of the present invention, the transmission fixing assembly includes a rotating rod rotatably mounted on the supporting plate, a No. 1 bevel gear and a fixed ring are fixedly connected to the rotating rod, an extension rod is fixedly connected to the side of the fixed ring, the end of the extension rod is fixedly connected to a limiting rod, mounting sheet metal is fixedly connected on both sides of the fixed ring, a plug-in assembly is connected to the mounting sheet metal, and when the supporting plate drives the extension rod to rotate, the mounting sheet metal rotates synchronously so that the front end of the plug-in assembly extends into the steel structure for limiting.

[0010] As a preferred solution of the present invention, the plug-in assembly includes a No. 1 transmission rod and a No. 2 transmission rod rotatably connected to the two mounting sheet metals, the other ends of the No. 1 transmission rod and the No. 2 transmission rod are respectively rotatably connected to the mounting plate, each of the mounting plates is rotatably mounted on the central axis, the upper end of each central axis is fixedly connected to a top plate, the lower end of each central axis is fixedly connected to a connecting block, the connecting block is fixedly connected to the bearing plate, the front end of each mounting plate is fixedly connected to an extension plate, a No. 2 slide groove is provided on the inner side of each mounting plate and the extension plate, a sliding sheet metal is installed in each of the No. 2 slide grooves, a connecting piece is rotatably installed between the sliding sheet metals, a fixing plate is fixedly connected between the connecting pieces, a spring push rod is fixedly connected to a surface of one side of the fixing plate, and the output shaft of the spring push rod is fixedly connected to a clamping rod.

[0011] As a preferred solution of the present invention, the transmission extension assembly includes a rotating shaft and an extension baffle, the rotating shaft is rotatably installed on the side limit block close to the No. 1 bevel gear, the No. 2 bevel gear is fixedly connected to the rotating shaft, the No. 1 bevel gear and the No. 2 bevel gear are connected together by engaging teeth, the extension baffle is vertically slidably arranged on the protective baffle, and a transmission assembly is provided on the rotating shaft, the transmission assembly is connected to the protective baffle and the extension baffle to drive the protective baffle and the extension baffle to move up and down.

[0012] As a preferred solution of the present invention, the transmission assembly includes a lower push rod fixedly sleeved on the rotating shaft, the lower push rod has one end rotatably installed on the upper support rod, the upper support rod is rotatably installed on the fixed shaft, the fixed shaft is rotatably installed on one side surface of the protective baffle, the fixed shaft is fixedly sleeved with a driven gear, and the driven gear is provided with two and is arranged symmetrically, the driven gear on one side is connected to the transmission gear through a latching gear meshing, and the driven gear on the other side is rotatably installed on the protective baffle, the driven gear and the transmission gear are connected to a tooth plate through a latching gear meshing, and a fixed bracket is fixedly connected between the lower ends of the two tooth plates, the fixed bracket is installed on a limiting slide rail, the limiting slide rail is fixedly connected to one side surface of the protective baffle, and the extension baffle is fixedly connected to the upper ends of the two tooth plates.

[0013] As a preferred embodiment of the present invention, the vibration connection assembly includes a hydraulic telescopic rod and a vibration generator, the hydraulic telescopic rod is arranged at the four corners between the connecting plate and the fixed seat, and the vibration generator is arranged at the middle position between the connecting plate and the fixed seat.

[0014] As a preferred solution of the present invention, a limiting groove is provided on the support seat, and the fixing seat is provided in the limiting groove.

[0015] As a preferred solution of the present invention, a No. 1 slide groove is provided in the middle of the upper surface of the carrying plate, and the supporting plate is arranged in the No. 1 slide groove.

[0016] As a preferred solution of the present invention, a groove is provided on the upper surface of the supporting plate, and L-shaped mounting plates are fixedly connected to both sides of the inner wall of the groove, and each of the L-shaped mounting plates is provided with a plurality of evenly distributed bolt connection holes.

[0017] As a preferred solution of the present invention, a limiting hole is provided on the side limiting block, and the protective baffle is slidably installed in the limiting hole.

[0018] Compared with the prior art, the present invention has the following advantages and beneficial effects:

[0019] The present invention connects the steel structure of a high-rise building to the bolt connection holes of the L-shaped mounting plate by bolts. Since the supporting plate is installed in the No. 1 slide groove of the load-bearing plate, the supporting plate can extend to one side of the load-bearing plate along the No. 1 slide groove, thereby facilitating the installation of the steel structure on the supporting plate. When the supporting plate moves above the load-bearing plate, the transmission fixing assembly is triggered, and the clamping rod can be inserted into the steel structure and limit and fix the steel structure. Then the transmission fixing assembly can drive the transmission extension assembly to start, and the transmission extension assembly can drive the protective baffle located in the side limit block to move up and down. The protective baffle and the extension baffle can be used to fence both sides of the steel structure for protection. When collapse occurs, the fragmented steel structure can be prevented from collapsing to both sides, effectively improving the stability and safety of the test device, and making it more convenient to install and fix the building steel structure for earthquake resistance testing. The transmission fixing assembly and the transmission extension assembly are linked and installed together synchronously, thereby reducing the loss of parts. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the technical solutions of the exemplary embodiments of the present invention, the following briefly introduces the drawings required for use in the examples. It should be understood that the following drawings only illustrate certain embodiments of the present invention and should not be considered as limiting the scope. A person of ordinary skill in the art can also derive other relevant drawings based on these drawings without inventive effort. In the drawings:

[0021] Figure 1 This is a schematic perspective view of the overall structure of one side according to an embodiment of the present application;

[0022] Figure 2 is a schematic three-dimensional diagram of the other side structure of the whole according to an embodiment of the present application;

[0023] Figure 3 is a schematic three-dimensional diagram of a local structure according to an embodiment of the present application;

[0024] Figure 4 is a schematic three-dimensional diagram of another partial structure according to an embodiment of the present application;

[0025] Figure 5 is a schematic three-dimensional diagram of the structure of a supporting plate, a load-bearing plate and a side limit block according to an embodiment of the present application;

[0026] Figure 6 is a schematic three-dimensional diagram of the partial structure of a transmission fixing assembly according to an embodiment of the present application;

[0027] Figure 7 is a schematic three-dimensional diagram of another partial structure of the transmission fixing assembly according to an embodiment of the present application;

[0028] Figure 8 is a schematic three-dimensional diagram of the transmission extension assembly structure according to an embodiment of the present application;

[0029] Figure 9 It is a schematic three-dimensional diagram of the structure of the entire steel structure assembly according to an embodiment of the present application.

[0030] Markings and corresponding parts names in the accompanying drawings:

[0031] 1. Support base; 2. Fixed base; 3. Connecting plate; 4. Slideway No. 1; 5. Carrier plate; 6. L-shaped mounting plate; 7. Bolt connection holes; 8. Loading plate; 9. Side limit blocks; 10. Transmission fixing assembly; 11. Protective baffle; 12. Transmission extension assembly; 13. Hydraulic telescopic rod; 14. Vibration generator; 15. Limiting holes; 101. Rotating rod; 102. Bevel gear No. 1; 103. Extension rod; 104. Limiting rod; 105. Fixing ring; 106. Mounting sheet metal; 107. Transmission rod No. 1; 108. Transmission rod No. 2 109. Mounting plate; 110. Center axis; 111. Top plate; 112. Connecting block; 113. Extension plate; 114. Clamping rod; 115. No. 2 slide groove; 116. Fixed seat; 117. Connecting piece; 118. Fixed plate; 119. Spring top rod; 201. Rotating axis; 202. No. 2 bevel gear; 203. Lower push rod; 204. Upper support rod; 205. Fixed axis; 206. Driven gear; 207. Fixed bracket; 208. Limiting slide rail; 209. Extension baffle; 210. Tooth plate; 211. Transmission gear. DETAILED DESCRIPTION

[0032] In order to make the objectives, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with examples and drawings. The exemplary embodiments of the present invention and their descriptions are only used to explain the present invention and are not intended to limit the present invention.

[0033] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by those skilled in the art to which this application belongs; the terms used herein are only for the purpose of describing specific embodiments and are not intended to limit this application; the terms "including" and "having" and any variations thereof in the specification and claims of this application and the above-mentioned figure descriptions are intended to cover non-exclusive inclusions.

[0034] In the description of the embodiments of the present application, technical terms such as "first" and "second" are only used to distinguish different objects and cannot be understood as indicating or implying relative importance or implicitly indicating the number, specific order or primary and secondary relationship of the indicated technical features.

[0035] References herein to "embodiments" mean that a particular feature, structure, or characteristic described in connection with the embodiments may be included in at least one embodiment of the present application. The appearance of this phrase in various places in the specification does not necessarily refer to the same embodiment, nor does it constitute an independent or alternative embodiment that is mutually exclusive of other embodiments. It is understood, both explicitly and implicitly, by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0036] In the description of the embodiments of this application, the term "and / or" is simply a description of the association relationship between associated objects, indicating that three relationships can exist. For example, A and / or B can represent the following three situations: A exists, A and B exist at the same time, and B exists. In addition, the character " / " in this document generally indicates that the associated objects are in an "or" relationship.

[0037] In the embodiments of this application, the same reference numerals represent the same components, and for the sake of brevity, detailed descriptions of the same components in different embodiments are omitted. It should be understood that the thickness, length, width, and other dimensions of the various components in the embodiments of this application, as well as the overall thickness, length, width, and other dimensions of the integrated device shown in the drawings are merely illustrative and should not constitute any limitation on this application.

[0038] In the description of the embodiments of the present application, the term "multiple" refers to more than two (including two). Similarly, "multiple groups" refers to more than two groups (including two groups), and "multiple pieces" refers to more than two pieces (including two pieces), unless otherwise clearly and specifically defined.

[0039] In the description of the embodiments of the present application, the technical terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the embodiments of the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the embodiments of the present application.

[0040] In the description of the embodiments of the present application, unless otherwise expressly specified or limited, technical terms such as "installed," "connected," "connected," and "fixed" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integration; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; internal connections between two components or interactions between two components. Those skilled in the art can understand the specific meanings of the above terms in the embodiments of the present application based on specific circumstances.

[0041] Please refer to Figures 1 to 9 , a high-rise building steel structure seismic test device provided in the embodiment of the present application includes a support seat 1, a bearing plate 8, a supporting plate 5, a side limit block 9, a protective baffle 11, a transmission fixing assembly 10 and a transmission extension assembly 12, the transmission fixing assembly 10 includes two rotating rods 101, the two rotating rods 101 are respectively rotatably mounted on the two ends of the same end of the upper surface of the bearing plate 8, each of the rotating rods 101 is fixedly connected to the upper surface of a number one bevel gear 102, each of the rotating rods 101 is fixedly sleeved with a fixing ring 105, and each of the fixing rings 105 is fixedly connected to an extension rod 10 on one side. 3. The extension rod 103 extends to the rear side of the supporting plate 5. The lower surface of the extension rod 103 is fixedly connected to the limit rod 104, and the two sides of the fixing ring 105 are fixedly connected to the mounting sheet metal 106; the transmission extension assembly 12 includes a rotating shaft 201, and the rotating shaft 201 is rotatably mounted on the side surface of the side limit block 9 and close to the side of the No. 1 bevel gear 102. The No. 2 bevel gear 202 is fixedly connected to the rotating shaft 201. The No. 1 bevel gear 102 and the No. 2 bevel gear 202 are connected together by engaging with the teeth, and a lower push rod 203 is fixedly sleeved on each of the rotating shafts 201.

[0042] According to some embodiments of the present application, Figure 1-Figure 5As shown, the support seat 1 is fixedly connected to a fixed seat 2, the upper surface of the fixed seat 2 is fixedly connected to a connecting plate 3, the upper surface of the connecting plate 3 is fixedly connected to a bearing plate 8, the four corners of the lower surface of the connecting plate 3 are fixedly connected to a hydraulic telescopic rod 13, the lower end of each hydraulic telescopic rod 13 is installed with a fixed seat 2, a vibration generator 14 is installed in the middle between the connecting plate 3 and the fixed seat 2, a No. 1 slide groove 4 is provided in the middle of the upper surface of the bearing plate 8, a supporting plate 5 is installed in the No. 1 slide groove 4, the upper surface of the supporting plate 5 is provided with a groove, and L-shaped mounting plates 6 are fixedly connected to both sides of the inner wall of the groove, and each of the L-shaped mounting plates 6 is provided with Several evenly distributed bolt connection holes 7, the two ends of the carrier plate 8 are fixedly connected with side limit blocks 9, and a limit hole 15 is set in the middle of each side limit block 9. A protective baffle 11 is installed in each side limit block 9. Transmission fixing components 10 are installed on both sides of the upper surface of the carrier plate 8. The transmission fixing component 10 is connected to the supporting plate 5. A transmission extension component 12 is installed on the upper end of the transmission fixing component 10. The transmission extension component 12 is installed on the upper end of the protective baffle 11. First, start the support seat 1 to drive the fixing seat 2 to move horizontally. The fixing seat 2 can be adjusted horizontally according to the position of the steel structure to achieve the effect of adjusting the positioning. As a result, after aligning the bolt connection holes 7, the steel structure of the high-rise building is connected to the bolt connection holes 7 of the L-shaped mounting plate 6 by bolts. Since the supporting plate 5 is installed in the No. 1 slide groove 4 of the bearing plate 8, the auxiliary pushing device is used to push the supporting plate 5 along the No. 1 slide groove 4 to the top of the bearing plate 8, so that the steel structure can be installed when the supporting plate 5 extends to one side of the bearing plate 8. On the contrary, when the supporting plate 5 moves to the top of the bearing plate 8, the seismic test of the steel structure can be carried out. When the supporting plate 5 is pushed to the top of the bearing plate 8, the transmission fixing component 10 is triggered, and the clamping rod 114 can be inserted into the interior of the steel structure and limit and fix the steel structure, thereby achieving auxiliary steel structure fixing. The fixed effect prevents displacement when fixing with bolts, and then the transmission fixing component 10 can drive the transmission extension component 12 to start, and the transmission extension component 12 can drive the protective baffle 11 located in the side limit block 9 to move up and down, and the protective baffle 11 and the extension baffle 209 can be used to fence protection on both sides of the steel structure. When collapse occurs, it can prevent the fragmented steel structure from collapsing to both sides, effectively improving the stability and safety of the test device, and making it more convenient to install and fix the building steel structure for seismic testing. The transmission fixing component 10 and the transmission extension component 12 are linked and installed together synchronously, thereby reducing the loss of parts.

[0043] According to some embodiments of the present application, Figure 6-Figure 7As shown, the mounting sheet metal 106 on one side is rotatably mounted with a No. 2 transmission rod 108, and the mounting sheet metal 106 on the other side is rotatably mounted with a No. 1 transmission rod 107. The other ends of the No. 1 transmission rod 107 and the No. 2 transmission rod 108 are rotatably mounted with mounting plates 109, each of the mounting plates 109 is rotatably mounted on the central shaft 110, and the upper end of each central shaft 110 is fixedly connected to a top plate 111, and the lower end of each central shaft 110 is fixedly connected to a connecting block 112, and each connecting block 112 is fixedly connected to the upper surface of the carrier plate 8, and the front end of each mounting plate 109 is fixedly connected to an extension plate 113, and each mounting plate 109 and the inner side of the extension plate 113 are provided with a second slide groove 115, and each second slide groove 115 is installed with a sliding sheet metal 116, and a connecting piece 117 is rotatably installed between the sliding sheet metals 116, and a fixing plate 118 is fixedly connected between each of the connecting pieces 117, and a spring top rod 119 is fixedly connected to the surface of one side of the fixing plate 118. The output shaft of the spring push rod 119 is fixedly connected to the clamping rod 114. When the supporting plate 5 is pushed to move in the No. 1 slide groove 4, the supporting plate 5 can push the limiting rod 104 to move backward. The limiting rod 104 can drive the fixed ring 105 and the rotating rod 101 to rotate through the extension rod 103. The fixed ring 105 is equipped with a No. 1 transmission rod 107 and a No. 2 transmission rod 108 through the mounting sheet metal 106 on both sides. The No. 1 transmission rod 107 and the No. 2 transmission rod 108 are respectively connected to the mounting plate 109. The mounting plate 109 can be pushed to rotate around the central axis 110. When the mounting plate 109 rotates around the central axis 110, the distance between the two No. 2 slide grooves 115 can be adjusted, thereby driving the clamping rod 114 to move to one side, thereby penetrating into the building steel structure to limit and fix it. The clamping rod 114 is installed in the spring top rod 119, and the spring top rod 119 can push the clamping rod 114 to insert into the clamping groove of the steel structure to prevent the clamping rod 114 from not matching the clamping groove of the steel structure.

[0044] According to some embodiments of the present application, Figure 8 and Figure 9As shown, one end of the lower push rod 203 is rotatably installed with an upper support rod 204, and the upper support rod 204 is rotatably installed with a fixed shaft 205, and the fixed shaft 205 is rotatably installed on the side surface of the protective baffle 11, and a driven gear 206 is fixedly sleeved on the fixed shaft 205. The driven gear 206 is provided with two and is symmetrically arranged. The driven gear 206 on one side is connected to the transmission gear 211 through a latch gear meshing, and the driven gear 206 on the other side is rotatably installed on the protective baffle 11, and the driven gear 206 and the transmission gear 211 are connected to a tooth plate 210 through a latch gear meshing. A fixed bracket 207 is fixedly connected between the tooth plates 210, and the fixed bracket 207 is installed on a limiting slide rail 208. The limiting slide rail 208 is fixedly connected to the side surface of the protective baffle 11, and the upper end of the fixed bracket 207 is fixedly connected to an extension baffle 209. The rotation of the rotating rod 101 can drive the No. 1 bevel gear 102 to rotate. The No. 1 bevel gear 102 is connected to the No. 2 bevel gear 202 through the meshing of the teeth, which can drive the rotating shaft 201 to rotate. The lower push rod 203 rotates around the rotating shaft 201. The lower push rod 203 is connected to the fixed shaft 205 through the upper support rod 204, which can push the protective baffle 11 to move up and down in the side limit block 9. The lifting and lowering can achieve limited protection on both sides of the building steel structure. When the fixed shaft 205 rotates, it can drive the driven gear 206 to be connected to the fixed bracket 207 through the meshing of the teeth, which can drive the fixed bracket 207 to move along the limit slide rail 208. The extended baffle 209 at the upper end of the fixed bracket 207 can be extended for a second time, so that it can be linked with the rotating rod 101 and installed synchronously, thereby reducing the loss of parts and improving the practicality and safety of the seismic test device.

[0045] The working principle of this embodiment is:

[0046] First, start the crane to lift the building steel structure and place it on the supporting plate 5. Then, align the connection holes of the building steel structure with the bolt connection holes 7 and then connect the steel structure of the high-rise building to the bolt connection holes 7 of the L-shaped mounting plate 6 through bolts. Since the supporting plate 5 is installed in the No. 1 slide 4 of the bearing plate 8, the supporting plate 5 is located in the No. 1 slide 4 and moves horizontally to facilitate the installation of the supporting plate 5 and the building steel structure. After the connection is completed, use the crane to lift the building steel structure and move it. You can push the supporting plate 5 along the No. 1 slide 4 to the top of the bearing plate 8. When the supporting plate 5 is extended, the steel structure can be installed. On the contrary, when the supporting plate 5 is returned to its position, the steel structure can be subjected to an earthquake test. When the supporting plate 5 is pushed to the top of the bearing plate 8, one side of the supporting plate 5 contacts The limiting rod 104 is used to push the limiting rod 104 to move, and the limiting rod 104 can drive the fixing ring 105 and the rotating rod 101 to rotate through the extension rod 103. The fixing ring 105 is installed with a No. 1 transmission rod 107 and a No. 2 transmission rod 108 through the mounting sheet metal 106 on both sides. The No. 1 transmission rod 107 and the No. 2 transmission rod 108 are respectively connected to the mounting plate 109, which can push the mounting plate 109 to rotate around the central axis 110. When the mounting plate 109 rotates around the central axis 110, the distance between the two No. 2 slide grooves 115 can be adjusted, thereby driving the clamping rod 114 to move inward, and the clamping rod 114 can be inserted into the card slot of the steel structure of the building, so as to achieve the installation and fixation of the steel structure of the building. On the one hand, it can be more The steel structure of the building can be installed quickly. On the other hand, the steel structure of the building can be firmly connected to the supporting plate 5, so that the vibration force can be more directly transmitted to the steel structure of the building and the steel structure of the building can be effectively tested for earthquake resistance. At the same time, when the supporting plate 5 moves to the top of the supporting plate 8, the rotation of the rotating rod 101 can drive the No. 1 bevel gear 102 to rotate. The No. 1 bevel gear 102 is connected to the No. 2 bevel gear 202 through the engagement of the teeth, which can drive the rotating shaft 201 to rotate. The lower push rod 203 rotates around the rotating shaft 201. The lower push rod 203 is connected to the fixed shaft 205 through the upper support rod 204, which can push the protective baffle 11 to move up and down in the side limit block 9, and the limit on both sides of the building steel structure can be achieved by lifting. When the fixed shaft 205 rotates, the driven gear 206 is connected to the fixed bracket 207 through the engagement of the teeth, which can drive the fixed bracket 207 to move along the limiting slide rail 208. The extended baffle 209 at the upper end of the fixed bracket 207 can be extended for a second time, so that it can be linked with the rotating rod 101 and installed together synchronously, thereby reducing the loss of parts and improving the practicality and safety of the seismic test device. When the supporting plate 5 moves along the No. 1 slide 4 to the side of the bearing plate 8, its clamping rod 114 will be retracted from the slot opened in the steel structure, and the protective baffle 11 will be retracted into the side limit block 9. Then, a crane can be used to lift the building steel structure off the supporting plate 5 to complete a seismic test of the high-rise building steel structure.The steel structure seismic test device can also be used for cyclic testing, thereby improving its practicality. During the seismic test, the vibration generator 14 is activated to cooperate with the hydraulic telescopic rod 13. The hydraulic telescopic rod 13 can limit the bearing plate 8, thereby driving the bearing plate 8 to vibrate up and down, thereby simulating the vibration force to test the steel structure.

[0047] The specific implementation methods described above further illustrate the objectives, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above description is only a specific implementation method of the present invention and is not intended to limit the scope of protection of the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A seismic testing device for high-rise building steel structures, characterized in that: The invention comprises a support seat (1), a fixing seat (2), a connecting plate (3), a bearing plate (8), a transmission fixing assembly (10) and a transmission extension assembly (12); the fixing seat (2) is slidably arranged on the support seat (1), the connecting plate (3) is arranged above the fixing seat (2), and a vibration connecting assembly is arranged between the connecting plate (3) and the fixing seat (2); The bearing plate (8) is fixedly arranged on the connecting plate (3); a supporting plate (5) for connecting to the steel structure is slidably arranged in the middle of the bearing plate (8); the sliding direction of the supporting plate (5) is perpendicular to the sliding direction of the fixing seat (2); side limit blocks (9) are fixedly arranged at both ends of the bearing plate (8); and a protective baffle (11) is vertically slidably arranged on the side limit blocks (9); The transmission fixing assembly (10) is respectively mounted on both ends of the bearing plate (8), and the transmission extension assembly (12) is respectively mounted on the two protective baffles (11). The transmission fixing assembly (10) is connected and matched with the transmission extension assembly (12) to drive the protective baffles (11) to move up and down and the components in the transmission extension assembly (12) to move to achieve secondary height extension.

2. The seismic testing device for high-rise building steel structures according to claim 1, characterized in that: The transmission fixing assembly (10) comprises a rotating rod (101) rotatably mounted on the supporting plate (8); a first bevel gear (102) and a fixing ring (105) are fixedly connected to the rotating rod (101); an extension rod (103) is fixedly connected to the side of the fixing ring (105); an end of the extension rod (103) is fixedly connected to a limit rod (104); both sides of the fixing ring (105) are fixedly connected to mounting sheet metal (106); a plug-in assembly is connected to the mounting sheet metal (106); when the supporting plate (5) drives the extension rod (103) to rotate, the mounting sheet metal (106) rotates synchronously so that the front end of the plug-in assembly extends into the steel structure.

3. The seismic testing device for high-rise building steel structures according to claim 2, characterized in that: The plug-in assembly includes a No. 1 transmission rod (107) and a No. 2 transmission rod (108) rotatably connected to the two mounting sheet metals (106), the other ends of the No. 1 transmission rod (107) and the No. 2 transmission rod (108) are respectively rotatably connected to a mounting plate (109), each mounting plate (109) is rotatably mounted on a central shaft (110), the upper end of each central shaft (110) is fixedly connected to a top plate (111), the lower end of each central shaft (110) is fixedly connected to a connecting block (112), the connecting block (112) is fixedly connected to the bearing plate (8), each The front end of the mounting plate (109) is fixedly connected to an extension plate (113), and a No. 2 slide groove (115) is provided on the inner side of each of the mounting plate (109) and the extension plate (113), and a sliding sheet metal (116) is installed in each of the No. 2 slide grooves (115). Connecting pieces (117) are rotatably installed between the sliding sheet metals (116), and a fixed plate (118) is fixedly connected between the connecting pieces (117). A spring push rod (119) is fixedly connected to the surface of one side of the fixed plate (118), and the output shaft of the spring push rod (119) is fixedly connected to a clamping rod (114).

4. The seismic testing device for high-rise building steel structures according to claim 2, characterized in that: The transmission extension assembly (12) comprises a rotating shaft (201) and an extension baffle (209); the rotating shaft (201) is rotatably mounted on the side limit block (9) near the first bevel gear (102); the rotating shaft (201) is fixedly connected to the second bevel gear (202); the first bevel gear (102) and the second bevel gear (202) are connected together by engaging with latches; the extension baffle (209) is vertically slidably arranged on the protective baffle (11); a transmission assembly is arranged on the rotating shaft (201); the transmission assembly is connected to the protective baffle (11) and the extension baffle (209) to drive the protective baffle (11) and the extension baffle (209) to move up and down.

5. The seismic testing device for high-rise building steel structures according to claim 4, characterized in that: The transmission assembly comprises a lower push rod (203) fixedly sleeved on the rotating shaft (201); an upper support rod (204) is rotatably mounted on one end of the lower push rod (203); a fixed shaft (205) is rotatably mounted on the upper support rod (204); the fixed shaft (205) is rotatably mounted on a side surface of the protective baffle (11); a driven gear (206) is fixedly sleeved on the fixed shaft (205); two driven gears (206) are provided and are symmetrically arranged; one side of the driven gear (206) is connected to the transmission gear by engaging with the gears. The driven gear (206) on the other side is rotatably mounted on the protective baffle (11); the driven gear (206) and the transmission gear (211) are connected to a toothed plate (210) through a toothed engagement; a fixed bracket (207) is fixedly connected between the lower ends of the two toothed plates (210); the fixed bracket (207) is mounted on a limiting slide rail (208); the limiting slide rail (208) is fixedly connected to a surface of one side of the protective baffle (11); and the extension baffle (209) is fixedly connected to the upper ends of the two toothed plates (210).

6. The seismic testing device for high-rise building steel structures according to claim 1, characterized in that: The vibration connection assembly comprises a hydraulic telescopic rod (13) and a vibration generator (14), wherein the hydraulic telescopic rod (13) is arranged at the four corners between the connection plate (3) and the fixing seat (2), and the vibration generator (14) is arranged at the middle position between the connection plate (3) and the fixing seat (2).

7. The seismic testing device for high-rise building steel structures according to claim 1, characterized in that: A limiting groove is provided on the support seat (1), and the fixing seat (2) is provided in the limiting groove.

8. The seismic testing device for high-rise building steel structures according to claim 1, characterized in that: A No. 1 slide groove (4) is provided in the middle of the upper surface of the carrying plate (8), and the supporting plate (5) is provided in the No. 1 slide groove (4).

9. The seismic testing device for high-rise building steel structures according to claim 1, characterized in that: The upper surface of the supporting plate (5) is provided with a groove, and L-shaped mounting plates (6) are fixedly connected to both sides of the inner wall of the groove, and each of the L-shaped mounting plates (6) is provided with a plurality of evenly distributed bolt connection holes (7).

10. The high-rise building steel structure seismic testing device according to claim 1, characterized in that: A limiting hole (15) is provided on the side limiting block (9), and the protective baffle (11) is slidably installed in the limiting hole (15).

Citation Information

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