Tubular pile bending-resistant shear test integrated device
Technical Field
The utility model relates to a test device, in particular to a pipe pile bending and shearing resistance test integrated device, and belongs to the technical field of pipe pile tests.
Background
In the construction engineering, the tubular pile is used as a common basic supporting structure, the quality and performance of the tubular pile are directly related to the stability and safety of the whole building, and in order to ensure that the tubular pile can bear the complex stress state in the practical use, the tubular pile is required to be tested for bending resistance and shearing resistance.
The utility model discloses an integrated device for a pipe pile bending-resistant shear test in a Chinese patent application publication CN210507565U, which comprises a portal frame, a track and a sliding support, wherein the number of the sliding supports is at least two, the sliding support is in rolling connection with the track through rollers arranged at the bottom of the sliding support, a support pad is arranged above the sliding support, the portal frame stretches across two sides of the sliding support and is fixed on the ground outside the track, a transmission column, a load generator and a load distribution beam are sequentially and fixedly connected below a top cross beam along the vertical direction, an adjusting pulley is fixedly arranged on the lower surface of the load distribution beam, and the press pad is in sliding connection with the load distribution beam through the adjusting pulley.
In the practical application process of the above patent, each time the reloading experiment needs to use equipment to hang the pipe pile into the corresponding position of the support again to detect, consumes a large amount of time and energy to replace the pipe pile, and the material loading is comparatively troublesome, and detection efficiency is lower, and for this reason, we propose a pipe pile bending resistance shear test integrated device in order to solve above-mentioned problem.
Disclosure of utility model
(One) solving the technical problems
The utility model aims to solve the problems and provide an integrated device for a tubular pile bending-resistant shear test, which aims to solve the problems of troublesome feeding and low detection efficiency in the prior art.
(II) technical scheme
The utility model is realized by the following technical scheme: the utility model provides a tubular pile bending resistance shear test integrated device, includes supporting component, supporting component's inside fixed mounting has auxiliary assembly, supporting component's inside fixed mounting has the material loading component, supporting component's upper surface fixed mounting has the moving member, supporting component's right flank fixed mounting has the experiment component, supporting component includes the brace table, the left surface fixedly connected with feed table of brace table, the bottom surface fixed mounting of feed table has the connecting frame; the auxiliary assembly comprises a pusher fixedly mounted on the inner wall of the feeding table, the output end of the pusher is fixedly connected with a pushing plate, the feeding member comprises a feeding lifting rod fixedly connected with the inner bottom wall of the connecting frame, and the output end of the feeding lifting rod is fixedly connected with a supporting block; the movable member comprises two electric sliding rails fixedly connected to the upper surface of the supporting table, the outer surfaces of the two electric sliding rails are jointly connected with an electric sliding block in a sliding mode, the upper surface of the electric sliding block is fixedly connected with a connecting plate, the upper surface of the connecting plate is fixedly connected with two fixing plates, two pushing rods are fixedly connected to one side face, close to each other, of each fixing plate, and clamping plates are fixedly connected to the output ends of the pushing rods.
Preferably, the fixed slot has been seted up to the interior bottom wall of feeding platform, the upper surface of supporting shoe runs through the fixed slot and extends to the top of fixed slot, utilizes the supporting shoe can conveniently push the tubular pile and carry out the material loading.
Preferably, the experimental member includes fixed connection in the riser of brace table surface, the last fixed surface of riser is connected with the roof, the bottom surface fixed mounting of roof has two experimental lifter, every the equal fixed mounting of output of experimental lifter has the mounting panel, the surface fixed mounting of riser has the controller, utilizes the controller can make things convenient for operating personnel to control.
Preferably, a limiting groove is formed in the inner bottom wall of the feeding table, and an electric telescopic rod is fixedly connected to the inner bottom wall of the connecting frame.
Preferably, the output end fixedly connected with limiting plate of electric telescopic handle, the top of limiting plate runs through the spacing groove and extends to the top of spacing groove, utilizes the limiting plate can avoid remaining tubular pile to hinder electric telescopic handle's normal operating at the in-process of supporting shoe material loading.
Preferably, the upper surface fixedly connected with of supporting bench supports the lifter, every the equal fixedly connected with of output of supporting the lifter supports the backing plate, every it all is located the below of mounting panel to support the backing plate, utilizes the backing plate to provide the support to the tubular pile, makes it more stable at the in-process of experiment.
The utility model provides an integrated device for a pipe pile bending and shearing resistance test, which has the following beneficial effects:
1. this experimental integrated device of anti-bending shear of tubular pile uses the pusher to promote a plurality of tubular piles in the feed table and removes through being provided with pusher and material loading lifter, drives the tubular pile in proper order through the material loading lifter and carries out the material loading, can reach the effect of automatic feeding, has saved the manual work and has carried out the step of material loading to the tubular pile, has improved the experimental efficiency of device.
2. This experimental integrated device of anti-bending shear of tubular pile uses through the cooperation of electronic slide rail and electronic slider, can drive fixed tubular pile and directly remove experimental facilities below, can reach the effect of automatic handling tubular pile, has the advantage that the experiment is more convenient, through being provided with the propelling rod, utilizes the propelling rod to drive grip block to carry out the centre gripping to tubular pile, makes the tubular pile reach the fixed effect that gets more firm in the in-process of experiment.
Drawings
FIG. 1 is a schematic diagram of a front view structure of the present utility model;
FIG. 2 is a schematic diagram of a side view structure of the present utility model;
FIG. 3 is a schematic view of the internal structure of the feeding member according to the present utility model;
fig. 4 is a schematic view of the internal structure of the present utility model.
Description of the reference numerals
1. A support assembly; 101. a feed table; 102. a connection frame; 103. a support table;
2. An auxiliary component; 201. a pusher; 202. a pushing plate;
3. A feeding member; 301. a limit groove; 302. an electric telescopic rod; 303. a feeding lifting rod; 304. a support block; 305. a fixing groove; 306. a limiting plate;
4. a moving member; 401. an electric slide rail; 402. an electric slide block; 403. a connecting plate; 404. a fixing plate; 405. a propulsion rod; 406. a clamping plate;
5. An experimental member; 501. a riser; 502. a top plate; 503. an experiment lifting rod; 504. a mounting plate;
6. a controller; 7. supporting the lifting rod; 8. and (5) supporting the backing plate.
Detailed Description
The embodiment of the utility model provides an integrated device for a pipe pile bending and shearing test.
Referring to fig. 1, 3 and 4, the device comprises a support assembly 1, wherein an auxiliary assembly 2 is fixedly installed in the support assembly 1, a feeding member 3 is fixedly installed in the support assembly 1, a moving member 4 is fixedly installed on the upper surface of the support assembly 1, an experimental member 5 is fixedly installed on the right side surface of the support assembly 1, the support assembly 1 comprises a support table 103, a feeding table 101 is fixedly connected to the left side surface of the support table 103, and a connecting frame 102 is fixedly installed on the bottom surface of the feeding table 101; the auxiliary assembly 2 comprises a pusher 201 fixedly arranged on the inner wall of the feeding table 101, the output end of the pusher 201 is fixedly connected with a pusher plate 202, the feeding member 3 comprises a feeding lifting rod 303 fixedly connected with the inner bottom wall of the connecting frame 102, and the output end of the feeding lifting rod 303 is fixedly connected with a supporting block 304; the moving member 4 comprises two electric sliding rails 401 fixedly connected to the upper surface of the supporting table 103, the outer surfaces of the two electric sliding rails 401 are connected with an electric sliding block 402 in a sliding mode, the upper surface of the electric sliding block 402 is fixedly connected with a connecting plate 403, the upper surface of the connecting plate 403 is fixedly connected with two fixing plates 404, one side face, close to each other, of each fixing plate 404 is fixedly connected with two pushing rods 405, and the output end of each pushing rod 405 is fixedly connected with a clamping plate 406.
Referring to fig. 2, 3 and 4, a fixing groove 305 is formed in an inner bottom wall of the feeding table 101, an upper surface of a supporting block 304 penetrates through the fixing groove 305 and extends to an upper portion of the fixing groove 305, the supporting block 304 can be conveniently driven by the fixing groove 305 to move the pipe pile upwards, an experimental member 5 comprises a vertical plate 501 fixedly connected to an outer surface of the supporting table 103, a top plate 502 is fixedly connected to an upper surface of the vertical plate 501, two experimental lifting rods 503 are fixedly mounted on a bottom surface of the top plate 502, a mounting plate 504 is fixedly mounted at an output end of each experimental lifting rod 503, experimental equipment can be directly mounted on the mounting plate 504, a controller 6 is fixedly mounted on an outer surface of the vertical plate 501, and the controller 6 can enable control of the device to be simpler.
Referring to fig. 3, a limiting groove 301 is formed in an inner bottom wall of the feeding table 101, an electric telescopic rod 302 is fixedly connected to the inner bottom wall of the connecting frame 102, a limiting plate 306 is fixedly connected to an output end of the electric telescopic rod 302, a top end of the limiting plate 306 penetrates through the limiting groove 301 and extends to a position above the limiting groove 301, and a pipe pile can be limited in a feeding process by using the limiting plate 306, so that the situation that normal operation of the device is affected due to rolling around is prevented.
Referring to fig. 2, two supporting lifting rods 7 are fixedly connected to the upper surface of the supporting table 103, the output end of each supporting lifting rod 7 is fixedly connected with a supporting base plate 8, each supporting base plate 8 is located below the mounting plate 504, and the supporting base plates 8 are utilized to provide support for the pipe, so that the pipe is more stable in the experimental process.
The utility model is used when in use: the user first installs the device at appointed use place, the upper surface of feeding platform 101 is leveled with ground, utilize mounting panel 504 to install bending-resistant and shearing-resistant experimental facilities, move the tubular pile that is ready to the inside of feeding platform 101, start pusher 201, pusher 201 utilizes pushing plate 202 to drive the tubular pile and moves on supporting shoe 304, drive the tubular pile on utilizing supporting shoe 304 and rise, start electric telescopic link 302, drive limiting plate 306 and carry out spacing to remaining tubular pile with electric telescopic link 302, start electric slide rail 401, drive pushing rod 405 and grip block 406 and move under the tubular pile with electric slide rail 401, reset material lifting rod 303 to original position, the tubular pile drops on connecting plate 403, fix the tubular pile with grip block 406, drive the tubular pile and move under mounting panel 504 with electric slide rail 401, drive bending-resistant and shearing-resistant experimental facilities and detect the tubular pile with experimental lifting rod 503.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.