Method for testing solid compressive strength based on building steel-concrete structure

Abstract

The invention discloses a method for testing solid compressive strength based on a building steel-concrete structure, and the method specifically comprises the following steps: step 1, putting a prefabricated slab to be tested into a box body, supporting and conveying the prefabricated slab through a sliding roller, and then enabling electromagnets at two sides to be driven by a magnetic repulsive force between the electromagnets and a magnetic plate so as to test the compressive strength of the prefabricated slab; the magnetic plate drives the cone to lift up and down through the sliding sleeve and the telescopic rod, so that the cone and the round hole of the prefabricated slab are coaxial, then the output end of the telescopic rod extends out, and the cone enters the round hole to clamp the prefabricated slab; relates to the technical field of compressive testing of reinforced concrete structures, and solves the problems that when an existing compressive testing device for reinforced concrete prefabricated parts is used, the testing range is limited due to the fact that only compressive testing can be carried out, and meanwhile the longitudinal position of an abutting block used for fixing is fixed so that only testing of single-specification prefabricated plates can be carried out; therefore, the test specification range is limited.

Description

Technical Field

[0001] The invention relates to the technical field of steel-concrete structure compression testing, and in particular to a testing method for the entity compression strength of a building steel-concrete structure. Background Art

[0002] Precast concrete components are building components made in advance in a factory using concrete and steel bars as basic materials. There are the following difficulties in the existing pressure bearing test process. On the one hand, they need to be fixed manually, and their disassembly and assembly are time-consuming and labor-intensive, resulting in low efficiency. On the other hand, there is a problem of damage caused by loose fixation. In the invention patent with application number CN201910422388.7, a surface compression test device for reinforced concrete precast structural parts is disclosed, including a test frame, which solves the problem that existing precast floor components need to be fixed manually during testing, avoids damage to precast components due to loose fixation during pressure testing, thereby affecting the test of the compressive capacity of precast floor components made of reinforced concrete, and the operations of fixing and disassembling floor components are complicated and time-consuming, affecting the efficiency of the test.

[0003] Although the device has the above advantages, it still has the following defects in actual use:

[0004] 1) Although the device can perform compression tests on prefabricated floor slabs, it can only perform pressure tests, resulting in a small actual test range;

[0005] 2) Since the conical abutment block of the device is fixed in longitudinal position, it can only fix prefabricated panels of a single specification, thus limiting the range of actual test specifications.

[0006] Therefore, it is necessary to solve the problems that still exist in the above-mentioned device. Summary of the invention

[0007] In view of the deficiencies in the prior art, the present invention provides a testing method for the compressive strength of entities based on building steel-concrete structures, which solves the problem that when the existing reinforced concrete prefabricated compressive testing device is used, the test range is limited because only compressive tests can be performed, and the longitudinal position of the fixing clamp block is fixed, resulting in only the test of a single specification of prefabricated panels, thereby limiting the test specification range.

[0008] To achieve the above objectives, the present invention is implemented by the following technical scheme: a testing method based on the solid compressive strength of a building steel-concrete structure specifically comprises the following steps:

[0009] Step 1: put the prefabricated board to be tested into the box, support and transport it through the sliding roller, and then the electromagnets on both sides act on the magnetic repulsion with the magnetic plate, so that the magnetic plate drives the cone to move up and down through the sliding sleeve and the telescopic rod, so that the cone and the circular hole of the prefabricated board are coaxial, and then the output end of the telescopic rod is extended, so that the cone enters the circular hole to clamp the prefabricated board;

[0010] Step 2: The output end of the lifting rod is extended so that the push frame drives the roller to descend and contact the prefabricated board to apply pressure to it. Then the linear motor slides along the slide rail, and the lifting rod and the push frame push the roller to roll back and forth on the prefabricated board to perform a compression test.

[0011] Step 3: During the rolling process of the drum, the roller drives the worm to rotate by contacting it, and drives the driving rod to rotate through the worm gear. At the same time, through the meshing of the transmission gear and the rotating gear, the ball screw drives the bar to reciprocate with the drum through the slide cylinder, causing the drum to vibrate for vibration resistance testing.

[0012] Preferably, it includes:

[0013] A box for providing a detection space;

[0014] A pressure-vibration mechanism, which is arranged inside the box, and includes a roller, a push frame is movably connected to the body of the roller, and two clamping plates are fixedly connected to the outer surface of the push frame, and the outer surfaces of the two clamping plates are movably connected to the outer surface of the roller, and the body of the push frame is rotatably connected to a ball screw, and a sliding cylinder is sleeved on the outside of the ball screw, and the interior of the sliding cylinder is fixedly connected to the sliding end of the ball screw, and the outer surface of the sliding cylinder is fixedly connected to a resist bar, and the outer surface of the resist bar is movably connected to the inside of the roller;

[0015] A driving assembly, wherein the driving assembly is disposed inside the drum and obtains power by contacting the inside of the drum to drive the ball screw to rotate;

[0016] A vibration reduction component, which is arranged at the connection between the drum and the push frame and is used to buffer the vibration generated by the push bar;

[0017] The adjusting component is arranged inside the box body and is used to adjust the prefabricated board according to its size and clamp the prefabricated board.

[0018] Preferably, two groups of slide rails are provided on the outside of the roller, the outer surfaces of the two slide rails are fixedly connected to the inside of the box, the outer surfaces of the two slide rails are slidably connected to linear motors, the outer surfaces of the two groups of linear motors are fixedly connected to lifting rods, and the output ends of the two groups of lifting rods are respectively fixedly connected to the two ends of the push frame.

[0019] Preferably, the driving assembly includes a worm, the outer surface of which is rotatably connected to the inside of the drum, the outer surface of the worm is penetrated by a fixed plate rotatably connected, the outer surface of the fixed plate is fixedly connected to the outer surface of the push frame, the outer surface of the worm is penetrated by a roller fixedly connected, the outer surface of the roller is movably connected to the inside of the drum, the outer surface of the worm is meshed with a worm wheel, the outer surface of the worm wheel is fixedly connected to a driving rod, and the outer surface of the driving rod is penetrated by the body of the push frame for rotation.

[0020] Preferably, a transmission unit is provided on the outside of the driving rod, and the transmission unit includes a transmission rod, and the outer surface of the transmission rod is penetrated and fixedly connected with two ratchets, and the outer surfaces of the two ratchets are penetrated and fixedly connected with transmission gears, and the outer surface of the transmission rod is provided with a rotating gear, and the outer surface of the rotating gear is fixedly connected to the screw rod of the ball screw, and the outer surface of the rotating gear is respectively meshed with the outer surfaces of the two transmission gears.

[0021] Preferably, the outer surface of the transmission rod is rotatably connected with a support plate, the outer surface of the support plate is fixedly connected to the outer surface of the push frame, one end of the transmission rod is fixedly connected to a connecting gear, the outer surface of the connecting gear is meshed with a driving gear, and the body of the driving gear is fixedly connected to the outer surface of the driving rod.

[0022] Preferably, the vibration damping assembly includes two through grooves, which are respectively opened on both sides of the drum body and are in a through-state, the interior of the through groove is movably connected with a sleeve, the interior of the sleeve is movably connected with the outer surface of the push frame, the outer surface of the sleeve is fixedly connected with the outer surface of the splint, and the outer surface of the sleeve is fixedly connected with a spring rod.

[0023] Preferably, a fixing ring is fixedly connected inside the through groove, a clamping groove is provided in the ring hole of the fixing ring, a clamping ring is rotatably connected inside the clamping groove, and the ring hole of the clamping ring is fixedly connected to the output end of the spring rod.

[0024] Preferably, the adjustment assembly includes a fixed frame, the outer surface of the fixed frame is fixedly connected to the interior of the box, the outer surface of the fixed frame is slidably connected to a sliding sleeve, the outer surface of the sliding sleeve is fixedly connected to a telescopic rod, and the output end of the telescopic rod is fixedly connected to a cone.

[0025] Preferably, the outer surface of the sliding sleeve is fixedly connected to a magnetic plate, and the outer surface of the magnetic plate is movably connected to the interior of the box. Both sides of the outer surface of the magnetic plate are movably connected to electromagnets through magnetic repulsion, and the outer surfaces of the electromagnets on both sides are respectively fixedly connected to both sides of the outer surface of the fixed frame.

[0026] Beneficial Effects

[0027] The present invention provides a testing method for the compressive strength of a building steel-concrete structure. Compared with the prior art, it has the following beneficial effects:

[0028] (1) By setting up a pressure-vibration mechanism, the surface of the prefabricated board can be subjected to a gradual compression test by pressing down and rolling the roller. At the same time, the resistance bar moves synchronously with the roller, and the prefabricated board can be subjected to a synchronous vibration test, thereby improving the diversity of the device testing methods.

[0029] (2) By setting up a driving component, the friction contact between the roller and the inner wall of the drum is utilized to follow the synchronous rotation when the drum rolls, and the transmission is carried out through the engagement of the worm gear and the worm, thereby driving the ball screw to follow the rotation, so that the bar follows the synchronous movement, causing the drum to vibrate, so as to carry out vibration resistance test on the precast panel.

[0030] (3) By setting up a transmission unit, the transmission rod utilizes two oppositely arranged ratchet wheels and drives a single rotating gear through two transmission gears, so that the ball screw is always driven in a single direction regardless of the forward or reverse rotation of the roller, so as to improve the stability of the movement of the bar.

[0031] (4) By setting up a vibration reduction assembly and utilizing the connection of a spring rod, a clamping ring and a fixed ring, the roller and the push frame are radially movable and connected, and the vibration of the roller is buffered through the elastic force, thereby reducing the force on the push frame, thereby avoiding damage to the lifting rod and the linear motor.

[0032] (5) By setting up an adjustment component and utilizing the magnetic repulsion between the magnetic plate and the electromagnets on both sides, the magnetic plate can drive the cone to move up and down through the sliding sleeve to adapt to prefabricated panels of different specifications. At the same time, the sliding sleeve and the center of the fixed frame are connected by sliding. When subjected to longitudinal pressure and vibration, the cone can achieve its own buffering through up and down movement and magnetic damping to avoid damage due to force. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] Figure 1 It is a three-dimensional diagram of the internal structure of the present invention;

[0034] Figure 2 A three-dimensional diagram of the internal structure of the drum of the present invention;

[0035] Figure 3 It is a three-dimensional diagram of the external structure of the worm gear of the present invention;

[0036] Figure 4 The figure is a three-dimensional diagram of the external structure of the ratchet of the present invention;

[0037] Figure 5 It is a three-dimensional diagram of the external structure of the sleeve of the present invention;

[0038] Figure 6 It is a three-dimensional diagram of the external structure of the fixing frame of the present invention.

[0039] In the figure: 1. box body; 2. roller; 3. driving assembly; 31. worm; 32. fixing plate; 33. roller; 34. worm wheel; 35. driving rod; 36. transmission unit; 361. transmission rod; 362. ratchet; 363. transmission gear; 364. rotating gear; 365. support plate; 366. connecting gear; 367. driving gear; 4. push frame; 5. vibration reduction assembly; 51. through groove; 52. sleeve; 53. spring rod; 54. fixing ring; 55. clamping groove; 56. clamping ring; 6. adjustment assembly; 61. fixing frame; 62. sliding sleeve; 63. telescopic rod; 64. cone; 65. magnetic plate; 66. electromagnet; 7. ball screw; 8. slide cylinder; 9. stop bar; 10. slide rail; 11. linear motor; 12. lifting rod; 13. splint. DETAILED DESCRIPTION

[0040] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0041] See also Figure 1-6 The present invention provides a technical solution: a testing method for the solid compressive strength of a building steel-concrete structure, which specifically comprises the following steps:

[0042] Step 1: put the prefabricated board to be tested into the box 1, support and transport it by the sliding roller, and then the electromagnets 66 on both sides act on the magnetic repulsion force with the magnetic plate 65, so that the magnetic plate 65 drives the cone 64 to move up and down through the sliding sleeve 62 and the telescopic rod 63, so that the cone 64 and the circular hole of the prefabricated board are coaxial, and then the output end of the telescopic rod 63 is extended, so that the cone 64 enters the circular hole to clamp the prefabricated board;

[0043] Step 2: The output end of the lifting rod 12 extends so that the push frame 4 drives the roller 2 to descend and contact the prefabricated board to apply pressure to it. Then the linear motor 11 slides along the slide rail 10, and the lifting rod 12 and the push frame 4 push the roller 2 to roll back and forth on the prefabricated board to perform a compression test;

[0044] Step 3: During the rolling process of the drum 2, the roller 33 drives the worm 31 to rotate by contacting it, and drives the driving rod 35 to rotate through the worm wheel 34. At the same time, through the meshing of the transmission gear 363 and the rotating gear 364, the ball screw 7 drives the bar 9 to reciprocate with the drum 2 through the slide 8, so that the drum 2 vibrates to perform the vibration resistance test.

[0045] Embodiment 1: Refer to the attached manual Figure 1 , Attachment Figure 2 ;

[0046] The box body 1 includes a box body 1, and the box body 1 is provided with an existing sliding roller for conveying and carrying the prefabricated panels. The box body 1 is provided with a pressure vibration mechanism, and the pressure vibration mechanism includes a roller 2. The roller 2 is made of a pressure-resistant and wear-resistant material and is hollow inside. The outer surface of the roller 2 is movably connected to the inside of the box body 1. The body of the roller 2 is movably connected with a push frame 4. The outer surface of the push frame 4 is fixedly connected with two clamping plates 13. The clamping plates 13 can clamp the roller 2 to improve its axial stability. The outer surfaces of the two clamping plates 13 are movably connected to the outer surface of the roller 2. The body of the push frame 4 is rotatably connected with a ball screw 7. The outer sleeve of the ball screw 7 is provided with a slide cylinder 8. The slide cylinder 8 The outer surface of the roller 2 is fixedly connected with a resistance bar 9, which is made of pressure-resistant and wear-resistant materials. The roller 2 is vibrated by colliding with the resistance bar 9. The outer surface of the resistance bar 9 is movably connected to the inside of the roller 2. Two groups of slide rails 10 are arranged on the outside of the roller 2. The outer surfaces of the two slide rails 10 are fixedly connected to the inside of the box body 1. The outer surfaces of the two slide rails 10 are slidably connected with linear motors 11, which are electrically connected to an external control circuit. The outer surfaces of the two groups of linear motors 11 are fixedly connected with lifting rods 12. The lifting rods 12 are made of existing electric push rods and are electrically connected to the external control circuit. The output ends of the two groups of lifting rods 12 are respectively fixedly connected to the two ends of the push frame 4.

[0047] In this embodiment, the prefabricated board is placed inside the box 1 and is carried and transported by sliding rollers. When the prefabricated board stops inside the box 1, the output end of the lifting rod 12 extends out, and the roller 2 is driven down through the push frame 4 to make it contact with the prefabricated board to apply pressure to the prefabricated board. Then the linear motor 11 slides through the push frame 4 to push the roller 2 to roll, so as to achieve a gradual compression test on the surface of the prefabricated board. During the movement of the roller 2, the ball screw 7 continues to rotate, and through the fixed connection between the sliding end and the slide cylinder 8, the slide cylinder 8 drives the resistance bar 9 to reciprocate inside the roller 2, and the resistance bar 9 continuously contacts the roller 2, so that the roller 2 vibrates, so as to perform a vibration test on the prefabricated board.

[0048] Embodiment 2: Based on Embodiment 1, refer to the attached Figure 2 , Attachment Figure 3 ;

[0049] A driving assembly 3 is provided inside the drum 2, and the driving assembly 3 includes a worm 31, the outer surface of the worm 31 is rotatably connected to the inside of the drum 2, the outer surface of the worm 31 is penetrated by a fixed plate 32 for rotatable connection, the connection between the fixed plate 32 and the worm 31 is provided with an axial limiting measure, the outer surface of the fixed plate 32 is fixedly connected to the outer surface of the push frame 4, the outer surface of the worm 31 is penetrated by a roller 33 for fixed connection, the roller 33 rotates synchronously with the drum 2 through friction contact with the inner wall of the drum 2, the outer surface of the roller 33 is movably connected to the inside of the drum 2, the outer surface of the worm 31 is meshed with a worm wheel 34, the connection between the worm wheel 34 and the worm 31 can not only transmit power, but also improve the stability of the resisting bar 9 through the self-locking function, the outer surface of the worm wheel 34 is fixedly connected to a driving rod 35, the outer surface of the driving rod 35 is rotatably connected to the body of the push frame 4, and the connection between the driving rod 35 and the push frame 4 is provided with an axial limiting measure.

[0050] In this embodiment, when the drum 2 rolls, the friction force drives the roller 33 to rotate synchronously, so that the worm 31 follows the rotation, and through the engagement of the worm 31 and the worm wheel 34, the driving rod 35 follows the rotation to provide driving force for the rotation of the ball screw 7.

[0051] Embodiment 3: Based on Embodiment 2, refer to the attached Figure 2 , Attachment Figure 4 ;

[0052] A transmission unit 36 ​​is arranged outside the driving rod 35. The transmission unit 36 ​​includes a transmission rod 361. The outer surface of the transmission rod 361 is penetrated and fixedly connected with two ratchets 362. The two ratchets 362 are arranged in opposite directions of rotation to ensure that the transmission rod 361 provides driving force in the same direction regardless of the forward and reverse rotation of the drum 2, so that the rotation direction of the ball screw 7 is always consistent. The outer surfaces of the two ratchets 362 are penetrated and fixedly connected with a transmission gear 363. The outer surface of the transmission rod 361 is provided with a rotating gear 364. The rotating gear 364 and the transmission gear 363 are both made of bevel gears. The outer surface of the rotating gear 364 is The screw rod of the ball screw 7 is fixedly connected, the outer surface of the rotating gear 364 is respectively meshed with the outer surfaces of the two transmission gears 363, the outer surface of the transmission rod 361 is penetrated by a support plate 365 for rotation connection, the connection between the support plate 365 and the transmission rod 361 is provided with an axial limiting measure, the outer surface of the support plate 365 is fixedly connected to the outer surface of the push frame 4, one end of the transmission rod 361 is fixedly connected with a connecting gear 366, the outer surface of the connecting gear 366 is meshed with a driving gear 367, the driving gear 367 and the connecting gear 366 are both made of bevel gears, and the body of the driving gear 367 is penetrated and fixedly connected with the outer surface of the driving rod 35.

[0053] In this embodiment, when the driving rod 35 rotates, the transmission rod 361 follows the rotation through the meshing of the connecting gear 366 and the driving gear 367, and the ball screw 7 follows the synchronous rotation through the transmission gear 363 and the rotating gear 364. At the same time, when the driving rod 35 rotates forward, the transmission is carried out through the action of the ratchet 362 on one side, and the ratchet 362 on the other side is in reverse slip. Conversely, when the driving rod 35 reverses, the driving force is provided by the ratchet 362 on the other side for transmission, so as to realize the unidirectional drive of the ball screw 7 at all times.

[0054] Embodiment 4: Based on Embodiment 3, refer to the attached Figure 1 , Attachment Figure 5 ;

[0055] A vibration reduction assembly 5 is provided on the outside of the push frame 4. The vibration reduction assembly 5 includes two through grooves 51. The inner diameter of the through grooves 51 is larger than the outer diameter of the push frame 4. The contact difference is increased to facilitate vibration buffering. The two through grooves 51 are respectively opened on both sides of the drum 2 body and are in a through state. The inside of the through grooves 51 is movably connected with a sleeve 52. The inner diameter of the sleeve 52 is the same as the outer diameter of the push frame 4 to improve the stability of the support. The inside of the sleeve 52 is movably connected to the outer surface of the push frame 4, and the outer surface of the sleeve 52 is fixedly connected to the outer surface of the clamping plate 13. The outer surface of the sleeve 52 is fixedly connected There is a spring rod 53, and multiple spring rods 53 are arranged at equal angles to improve the buffering range and balance. At the same time, the elastic force of the spring rod 53 is greater than the test pressure. A fixed ring 54 is fixedly connected to the inside of the through groove 51. The ring hole of the fixed ring 54 is provided with a clamping groove 55. The inside of the clamping groove 55 is rotatably connected with a clamping ring 56. The cross-section of the clamping ring 56 is T-shaped to improve the stability of the connection. The ring hole of the clamping ring 56 is fixedly connected to the output end of the spring rod 53. As a preferred method, the output end of the spring rod 53 is connected to the clamping ring 56 through a universal joint to facilitate the change of the connection angle after the drum 2 moves.

[0056] In this embodiment, when the drum 2 is vibrated by the impact of the resistance bar 9, due to the elastic expansion and contraction effect of the output end of the spring rod 53, the elastic force is used as a damping effect, so that the vibration of the drum 2 is buffered by the spring rod 53, thereby preventing the push frame 4 from being subjected to large vibrations, which would cause damage to the lifting rod 12 and the linear motor 11.

[0057] Embodiment 5: Based on Embodiment 4, refer to the attached Figure 1 , Attachment Figure 6 ;

[0058] An adjustment component 6 is provided on the outside of the drum 2. The adjustment component 6 includes a fixed frame 61. The outer surface of the fixed frame 61 is fixedly connected to the inside of the box 1. The outer surface of the fixed frame 61 is slidably connected to a sliding sleeve 62. The cross-sections of the sliding sleeve 62 and the fixed frame 61 are both rectangular to improve the radial stability of the connection between the two, so that the cone 64 always faces the side of the prefabricated board. The outer surface of the sliding sleeve 62 is fixedly connected to a telescopic rod 63. The telescopic rod 63 is made of an existing electric push rod and is electrically connected to an external control circuit. The output end of the telescopic rod 63 is fixedly connected to a cone 64. The cone 64 is connected to the outer surface of the telescopic rod 63. It contacts the circular hole of the prefabricated plate to clamp it, and the left and right cones 64 are a group corresponding to the two sides of the same circular hole, and multiple groups are arranged inside the box body 1. The outer surface of the sliding sleeve 62 is fixedly connected with a magnetic plate 65, and the magnetic plate 65 is made of a permanent magnet. The outer surface of the magnetic plate 65 is movably connected to the inside of the box body 1. Both sides of the outer surface of the magnetic plate 65 are movably connected with electromagnets 66 through magnetic repulsion. The electromagnets 66 are electrically connected to the external control circuit, and the magnetic poles provided by the two are different. The outer surfaces of the electromagnets 66 on both sides are fixedly connected to the two sides of the outer surface of the fixed frame 61 respectively.

[0059] In this embodiment, when the prefabricated plate moves to the interior of the box body 1, the axis of the circular hole and the axis of the cone 64 are in the same vertical plane, and then the electromagnets 66 on both sides adjust their own magnetic force to drive the magnetic plate 65 to adjust the position between the two, thereby driving the cone 64 to move up and down through the sliding sleeve 62 and the telescopic rod 63, so that the cone 64 and the circular hole are coaxial, and then the output end of the telescopic rod 63 extends to drive the cone 64 into the circular hole, thereby clamping the prefabricated plate.

[0060] Meanwhile, the contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0061] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. The testing method of the solid compressive strength of the building steel-concrete structure is characterized by: The specific steps include: Step 1: Place the prefabricated panel to be tested into the box (1), support and transport it by means of sliding rollers, and then the electromagnets (66) on both sides act through magnetic repulsion with the magnetic plate (65), so that the magnetic plate (65) drives the cone (64) to move up and down through the sliding sleeve (62) and the telescopic rod (63), so that the cone (64) and the circular hole of the prefabricated panel () are coaxial, and then the output end of the telescopic rod (63) is extended, so that the cone (64) enters the circular hole to clamp the prefabricated panel; Step 2: The output end of the lifting rod (12) is extended so that the push frame (4) drives the roller (2) to descend and contact the prefabricated board to apply pressure thereto, and then the linear motor (11) slides along the slide rail (10), and the lifting rod (12) and the push frame (4) push the roller (2) to roll back and forth on the prefabricated board to perform a compression test; Step 3: During the rolling process of the drum (2), the rotating roller (33) drives the worm (31) to rotate by contacting the drum (2), and drives the driving rod (35) to rotate by the worm wheel (34). At the same time, through the meshing of the transmission gear (363) and the rotating gear (364), the ball screw (7) drives the stop bar (9) to reciprocate with the drum (2) through the slide cylinder (8), so that the drum (2) vibrates for vibration resistance testing.

2. The method for testing the compressive strength of a building steel-concrete structure according to claim 1, characterized in that: include: A box (1) for providing a detection space; A pressure-vibration mechanism, the pressure-vibration mechanism is arranged inside the box (1), the pressure-vibration mechanism comprises a roller (2), the body of the roller (2) is movably connected to a push frame (4), the outer surface of the push frame (4) is fixedly connected to two clamping plates (13), the outer surfaces of the two clamping plates (13) are movably connected to the outer surface of the roller (2), the body of the push frame (4) is rotatably connected to a ball screw (7), the outer surface of the ball screw (7) is sleeved with a slide cylinder (8), the interior of the slide cylinder (8) is fixedly connected to the sliding end of the ball screw (7), the outer surface of the slide cylinder (8) is fixedly connected to a resisting strip (9), and the outer surface of the resisting strip (9) is movably connected to the interior of the roller (2); A driving assembly (3), wherein the driving assembly (3) is arranged inside the drum (2) and obtains power by contacting the inside of the drum (2) to drive the ball screw (7) to rotate; A vibration-damping component (5), the vibration-damping component (5) being arranged at the connection between the drum (2) and the push frame (4) and being used to buffer the vibration generated by the stop bar (9); An adjustment component (6), wherein the adjustment component (6) is arranged inside the box body (1) and is used to adjust the prefabricated board according to the size of the prefabricated board so as to clamp the prefabricated board.

3. The method for testing the compressive strength of a building steel-concrete structure according to claim 2, characterized in that: Two groups of slide rails (10) are arranged outside the roller (2), the outer surfaces of the two slide rails (10) are fixedly connected to the inside of the box (1), the outer surfaces of the two slide rails (10) are slidably connected to linear motors (11), the outer surfaces of the two groups of linear motors (11) are fixedly connected to lifting rods (12), and the output ends of the two groups of lifting rods (12) are respectively fixedly connected to the two ends of the push frame (4).

4. The method for testing the compressive strength of a building steel-concrete structure according to claim 2, characterized in that: The driving assembly (3) comprises a worm (31), the outer surface of the worm (31) being rotatably connected to the inside of the roller (2), the outer surface of the worm (31) being rotatably connected to a fixed plate (32) penetrating through the outer surface of the worm (31), the outer surface of the fixed plate (32) being fixedly connected to the outer surface of the push frame (4), the outer surface of the worm (31) being rotatably connected to a roller (33), the outer surface of the roller (33) being movably connected to the inside of the roller (2), the outer surface of the worm (31) being meshed with a worm wheel (34), the outer surface of the worm wheel (34) being fixedly connected to a driving rod (35), and the outer surface of the driving rod (35) being rotatably connected to the body of the push frame (4).

5. The method for testing the compressive strength of a building steel-concrete structure according to claim 4, characterized in that: A transmission unit (36) is arranged outside the driving rod (35), and the transmission unit (36) comprises a transmission rod (361), the outer surface of the transmission rod (361) penetrates and is fixedly connected to two ratchets (362), the outer surfaces of the two ratchets (362) penetrate and are fixedly connected to transmission gears (363), and the outer surface of the transmission rod (361) is arranged outside the transmission rod (361), the outer surface of the rotating gear (364) is fixedly connected to the screw rod of the ball screw (7), and the outer surface of the rotating gear (364) is respectively meshed with the outer surfaces of the two transmission gears (363).

6. The method for testing the compressive strength of a building steel-concrete structure according to claim 5, characterized in that: The outer surface of the transmission rod (361) is rotatably connected to a support plate (365), the outer surface of the support plate (365) is fixedly connected to the outer surface of the push frame (4), one end of the transmission rod (361) is fixedly connected to a connecting gear (366), the outer surface of the connecting gear (366) is meshed with a driving gear (367), and the body of the driving gear (367) is rotatably connected to the outer surface of the driving rod (35).

7. The method for testing the compressive strength of a building steel-concrete structure according to claim 2, characterized in that: The vibration reduction assembly (5) comprises two through grooves (51), the two through grooves (51) are respectively opened on both sides of the drum (2) body and are in a through-state, the interior of the through groove (51) is movably connected to a sleeve (52), the interior of the sleeve (52) is movably connected to the outer surface of the push frame (4), the outer surface of the sleeve (52) is fixedly connected to the outer surface of the clamping plate (13), and the outer surface of the sleeve (52) is fixedly connected to a spring rod (53).

8. The method for testing the compressive strength of a building steel-concrete structure according to claim 7, characterized in that: A fixing ring (54) is fixedly connected inside the through groove (51), a clamping groove (55) is provided in the annular hole of the fixing ring (54), a clamping ring (56) is rotatably connected inside the clamping groove (55), and the annular hole of the clamping ring (56) is fixedly connected to the output end of the spring rod (53).

9. The method for testing the compressive strength of a building steel-concrete structure according to claim 2, characterized in that: The adjustment assembly (6) comprises a fixed frame (61), the outer surface of the fixed frame (61) being fixedly connected to the interior of the box body (1), the outer surface of the fixed frame (61) being slidably connected to a sliding sleeve (62), the outer surface of the sliding sleeve (62) being fixedly connected to a telescopic rod (63), and the output end of the telescopic rod (63) being fixedly connected to a cone (64).

10. The method for testing the compressive strength of a building steel-concrete structure according to claim 9, characterized in that: The outer surface of the sliding sleeve (62) is fixedly connected to a magnetic plate (65), the outer surface of the magnetic plate (65) is movably connected to the interior of the box body (1), both sides of the outer surface of the magnetic plate (65) are movably connected to electromagnets (66) through magnetic repulsion, and the outer surfaces of the electromagnets (66) on both sides are respectively fixedly connected to the outer surfaces of the fixed frame (61) on both sides.

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