A precast pier column handling and turning device

Abstract

The application belongs to the technical field of bridging equipment, and particularly relates to a carrying and overturning device for a prefabricated pier column, which comprises a base, a pair of strip-shaped base plates fixedly connected to the top surface of the base, a push plate arranged between the two strip-shaped base plates, a top rod rotatably connected to one end of the push plate, a rotating seat rotatably connected to the end of the top rod away from the push plate and fixedly connected to the base, a first winch mounted on the surface of the end of the top surface of the base away from the push plate, and the prefabricated pier column is rotated away from the rotating seat through the winch, at this time, when the hoisting equipment hoists the prefabricated pier column, the prefabricated pier column has been lifted up, the hoisting equipment only needs to fix the top of the prefabricated pier column, and the prefabricated pier column can be vertically hoisted, thereby the operation of overturning the prefabricated pier column by the hoisting equipment can be avoided, the shaking of the prefabricated pier column in the hoisting process is reduced, and the risk of accidents in the hoisting process is reduced.

Description

TECHNICAL FIELD

[0001] The present application belongs to the technical field of bridging equipment, and in particular to a precast pier column carrying and overturning device. BACKGROUND

[0002] With the continuous progress of urbanization, supporting facilities such as expressways, high-speed rails and overpasses are also constantly following up, and in order to ensure the efficiency of construction, the common construction method nowadays is to separately construct the upper and lower structures of the bridge building and the like to improve the construction efficiency of the existing construction.

[0003] In the prior art, the lower part of the bridge building and the like is often constructed by the method of pre-construction of prefabricated components, the pier is first manufactured, the prefabricated pier is then transported to the construction site, and then the prefabricated pier is transported to the installation position by the pier door for installation.

[0004] In the construction process of the prefabricated pier, the prefabricated pier is transported in a flat state, so before installation, workers or hoisting machines are needed to overturn the prefabricated pier transported from the flat state to the state perpendicular to the ground, and the hoisting process is relatively cumbersome, which is easy to cause damage to the pier.

[0005] Therefore, the present application provides a prefabricated pier column carrying and overturning device. SUMMARY

[0006] In order to make up for the deficiencies of the prior art and solve at least one technical problem raised in the background art.

[0007] The technical scheme adopted by the present application to solve its technical problems is: the prefabricated pier column carrying and overturning device comprises a base; a pair of strip-shaped base plates are fixedly connected to the top surface of the base; a push plate is arranged between the two strip-shaped base plates; one end of the push plate is rotatably connected to a top rod; a rotating seat is rotatably connected to the end of the top rod away from the push plate, and the rotating seat is fixedly connected to the base; a first winch is installed on the surface of the end of the top surface of the base away from the push plate, and a cable is installed between the top rod and the first winch; when the transport vehicle transports the prefabricated pier column to the construction site, the workers start the first winch to wind up the cable, then pull up the top rod through the cable, make the top rod rotate towards the direction of the rotating seat, and make the push plate at the top of the top rod push the prefabricated pier column, so that the prefabricated pier column rotates away from the rotating seat; when the hoisting equipment hoists the prefabricated pier column, the prefabricated pier column has been lifted up, the hoisting equipment only needs to fix the top of the prefabricated pier column, and then the prefabricated pier column can be vertically hoisted, thereby the operation of overturning the prefabricated pier column by the hoisting equipment can be avoided, the shaking of the prefabricated pier column during hoisting is reduced, and the risk of accidents during hoisting is reduced.

[0008] Preferably, the top surface of the push plate is provided with a mounting groove; the two side inner walls of the mounting groove are provided with a rotating shaft; the surface of the rotating shaft is connected with a roller; in operation, the push plate slides along the surface of the prefabricated pier column, at this time, the roller in the mounting groove contacts with the surface of the prefabricated pier column and rotates, thereby reducing the friction when the push plate relatively displaces with the prefabricated pier column, further reducing the abrasion of the push plate and prolonging the service life of the push plate.

[0009] Preferably, the side wall of the mounting groove is provided with a sliding groove at the corresponding position of the rotating shaft, and the rotating shaft is slidingly connected with the sliding groove; the surface of the rotating shaft inside the sliding groove is provided with a connecting seat; the end of the connecting seat away from the rotating shaft is rotatably connected with a threaded rod; the end of the threaded rod away from the connecting seat is threadedly connected with a connecting rod, and the connecting rod is fixedly connected with the side wall of the sliding groove; in operation, in order to clamp the roller in the groove on the surface of the prefabricated pier column, the worker can first rotate the threaded rod at the bottom of the connecting seat, so that the threaded rod drives the connecting seat and the rotating shaft to move along the sliding groove towards the connecting rod, at this time, the roller on the surface of the rotating shaft is not in contact with the surface of the prefabricated pier column, then the roller is slid, so that the position of the roller corresponds to the groove on the surface of the prefabricated pier column, then the worker rotates the threaded rod to lift the rotating shaft by the threaded rod, thereby making the roller top in the groove on the surface of the prefabricated pier column, thereby reducing the risk of the prefabricated pier column deviating when the push plate pushes the prefabricated pier column.

[0010] Preferably, the roller comprises a rotating cylinder, and the rotating cylinder is connected with the surface of the rotating shaft; the surface of the rotating cylinder is provided with a clamping groove; the surface of the rotating cylinder is fixedly connected with a polyurethane pad; in operation, the worker can open the clamping groove of the rotating cylinder, so that the opening of the clamping groove is enlarged, thereby the worker can take down the rotating cylinder from the surface of the rotating shaft, thereby facilitating the worker to replace the worn polyurethane pad on the surface of the rotating cylinder and prolonging the service life of the roller.

[0011] Preferably, the surface of the jacking rod close to the rotating seat is rotatably connected with a supporting rod; the top surface of the base is provided with a limiting groove at the corresponding position of the supporting rod, and the supporting rod is slidingly connected with the limiting groove; the groove bottom close to the rotating seat of the limiting groove is provided with a recess; in operation, the worker can rotate the supporting rod on the surface of the jacking rod away from the jacking rod, and make the end of the supporting rod away from the jacking rod slide along the limiting groove, until the supporting rod is clamped in the recess, at this time, the supporting rod can support the jacking rod, thereby improving the stability of the jacking rod supporting the prefabricated pier column.

[0012] Preferably, the groove bottom is fixed with a hydraulic cylinder; the hydraulic cylinder top surface is fixed with a first wedge-shaped seat; the support rod bottom surface is fixed with a second wedge-shaped seat; in operation, workers can start the hydraulic cylinder, lift the second wedge-shaped seat, then lift the first wedge-shaped seat, thereby lifting the support column away from the groove; at the same time, due to the second wedge-shaped seat surface slope, the support rod can slide along the limiting groove away from the groove when being lifted, thereby making the lifting rod easier to put down and facilitating the subsequent transportation of the prefabricated pier column.

[0013] Preferably, the first wedge-shaped seat top surface is provided with a fixed groove; the second wedge-shaped seat bottom surface is fixed with a fixed protrusion matched with the fixed groove; in operation, the second wedge-shaped seat surface fixed protrusion is clamped into the first wedge-shaped seat surface fixed groove, thereby fixing the first wedge-shaped seat and the second wedge-shaped seat relative to each other, preventing the first winch from overwinding the cable and causing the lifting rod and the push plate to separate from the prefabricated pier column surface, thereby causing the prefabricated pier column to fall.

[0014] Preferably, the base end away from the rotating seat is fixed with a mounting seat; the mounting seat top surface is fixed with a second winch; the base end close to the mounting seat is provided with a fixed module, and a cable is installed between the fixed module and the second winch; in operation, workers fix the fixed module at the bottom of the prefabricated pier column, then start the second winch to pull the prefabricated pier column away from the lifting rod, until the prefabricated pier column is completely vertical, then use hoisting equipment to hoist the prefabricated pier column, which can further reduce the shaking of the prefabricated pier column when it is just hoisted, and further reduce the safety risk when hoisting the prefabricated pier column.

[0015] Preferably, the fixed module includes a connecting plate, and the connecting plate is fixed with the cable; the connecting plate surface is fixed with a plurality of evenly arranged fixed pins; the fixed pin surface is fixed with a plurality of evenly arranged strip-shaped protrusions; in operation, workers can first insert some wood chips into the mounting hole at the bottom of the prefabricated pier column, then insert the connecting plate surface pins into the mounting hole of the prefabricated pier column, and further insert the pins into the mounting hole by knocking the connecting plate; at the same time, the strip-shaped protrusions on the surface of the pins can cooperate with the wood chips, making the fixation between the pins and the mounting hole more secure, preventing the pins from detaching from the mounting hole on the surface of the prefabricated pier column during operation, and causing the prefabricated pier column to fall.

[0016] Preferably, the top surface of the mounting base is fixedly connected with a plurality of uniformly arranged oil pressure buffers; the piston top surface of the oil pressure buffer is provided with a supporting plate; in operation, when the prefabricated pier column is deflected, the bottom of the prefabricated pier column will press the supporting plate, and then press the oil pressure buffer through the supporting plate, thereby reducing the speed of the prefabricated pier column when it is deflected, preventing the prefabricated pier column from being deflected excessively due to rapid deflection of the prefabricated pier column, and preventing the prefabricated pier column from falling and being damaged.

[0017] The beneficial effects of the present application are as follows:

[0018] 1. The prefabricated pier column carrying and overturning device, by means of the cable, the top rod is pulled to rotate towards the direction of the rotating seat, and the push plate at the top of the top rod pushes the prefabricated pier column, so that the prefabricated pier column rotates away from the rotating seat; when the hoisting equipment hoists the prefabricated pier column, the prefabricated pier column has been lifted, and the hoisting equipment only needs to fix the top of the prefabricated pier column, so that the prefabricated pier column can be vertically lifted, thereby avoiding the operation of overturning the prefabricated pier column by the hoisting equipment, reducing the shaking of the prefabricated pier column during lifting, and further reducing the risk of accidents during lifting.

[0019] 2. The prefabricated pier column carrying and overturning device, by means of the threaded rod at the bottom of the rotating connecting seat, the threaded rod drives the connecting seat and the rotating shaft to move along the sliding groove towards the connecting rod; at this time, the rollers on the surface of the rotating shaft are not in contact with the surface of the prefabricated pier column; then the rollers are slid to correspond to the grooves on the surface of the prefabricated pier column; then the worker rotates the threaded rod to lift the rotating shaft through the threaded rod, so that the rollers are lifted in the grooves on the surface of the prefabricated pier column, thereby reducing the risk of deflection of the prefabricated pier column when the push plate pushes the prefabricated pier column. BRIEF DESCRIPTION OF DRAWINGS

[0020] The present application will be further described below with reference to the accompanying drawings.

[0021] Figure 1 is a perspective view of the present application;

[0022] Figure 2 is a structural schematic view of the push plate in the present application;

[0023] Figure 3 is Figure 2 is a local enlarged view of A in

[0024] Figure 4 is a structural schematic view of the first wedge-shaped seat in the present application;

[0025] Figure 5 is a structural schematic view of the connecting plate in the present application;

[0026] Figure 6is a structural schematic view of the supporting plate in the present application;

[0027] In the figure: 1, base; 2, strip pad; 3, push plate; 4, top rod; 5, rotating seat; 6, first winch; 7, mounting groove; 8, rotating shaft; 9, roller; 10, sliding groove; 11, connecting seat; 12, threaded rod; 13, connecting rod; 14, rotating drum; 15, clamping groove; 16, polyurethane pad; 17, supporting rod; 18, limiting groove; 19, groove; 20, hydraulic cylinder; 21, first wedge-shaped seat; 22, second wedge-shaped seat; 23, fixed groove; 24, fixed protrusion; 25, mounting seat; 26, second winch; 27, fixed module; 28, connecting plate; 29, fixed pin; 30, strip protrusion; 31, oil buffer; 32, supporting plate. DETAILED DESCRIPTION

[0028] In order to make the technical means, creative features, purposes and effects realized by the present application easy to understand, the present application is further described below in combination with specific embodiments.

[0029] Embodiment one

[0030] As Figure 1 , the carrying and overturning device for prefabricated pier column comprises a base 1, strip pads 2, a push plate 3, a top rod 4, a rotating seat 5 and a first winch 6; a pair of strip pads 2 are fixedly connected to the top surface of the base 1; the push plate 3 is arranged between the two strip pads 2; one end of the push plate 3 is rotatably connected to the top rod 4; the top rod 4 is rotatably connected to the rotating seat 5 at the end away from the push plate 3, and the rotating seat 5 is fixedly connected to the base 1; the first winch 6 is mounted on the surface of the end of the top surface of the base 1 away from the push plate 3, and a cable is mounted between the top rod 4 and the first winch 6; the first winch 6 is a prior art, and the specific connection mode is not described in detail; and the specific model is selected as required; in operation, the prefabricated pier column is generally laid flat in the compartment during transportation, and needs to be erected and vertically installed at the construction site, so the embodiment of the present application can be installed on the compartment, when the transport vehicle transports the prefabricated pier column to the construction site, the worker starts the first winch 6, the cable is wound up by the first winch 6, the top rod 4 is pulled up through the cable, the top rod 4 is rotated towards the rotating seat 5, the push plate 3 at the top of the top rod 4 pushes the prefabricated pier column, the prefabricated pier column is rotated away from the rotating seat 5, when the hoisting equipment hoists the prefabricated pier column, the prefabricated pier column has been lifted up, the hoisting equipment only needs to fix the top of the prefabricated pier column, and the prefabricated pier column can be vertically hoisted, so that the operation of overturning the prefabricated pier column by the hoisting equipment is avoided, the shaking of the prefabricated pier column during hoisting is reduced, and the risk of accidents during hoisting is reduced.

[0031] As Figures 1-2As shown, the top surface of the push plate 3 is provided with a mounting groove 7; the two side walls of the mounting groove 7 are provided with a rotating shaft 8; the surface of the rotating shaft 8 is provided with a roller 9; the roller 9 can slide and rotate on the surface of the rotating shaft 8; when the push plate 3 is rotated by the top rod 4, the push plate 3 will slide along the surface of the prefabricated pier column, at this time the roller 9 in the mounting groove 7 will contact and rotate with the surface of the prefabricated pier column, thereby reducing the friction when the push plate 3 is relatively displaced with the prefabricated pier column, thereby reducing the wear of the push plate 3 and prolonging the service life of the push plate 3.

[0032] As shown in the Figure 2 The side wall of the mounting groove 7 is provided with a sliding groove 10 at the corresponding position of the rotating shaft 8, and the rotating shaft 8 is slidably connected with the sliding groove 10; the surface of the rotating shaft 8 inside the sliding groove 10 is provided with a connecting seat 11; the rotating shaft 8 can rotate in the connecting seat 11; one end of the connecting seat 11 away from the rotating shaft 8 is rotatably connected with a threaded rod 12; one end of the threaded rod 12 away from the connecting seat 11 is threadedly connected with a connecting rod 13, and the connecting rod 13 is fixedly connected with the side wall of the sliding groove 10; during operation, since the surface of the prefabricated pier column generally has a groove, in order to avoid the prefabricated pier column from being deviated when the push plate 3 pushes the prefabricated pier column, the roller 9 can be clamped in the groove on the surface of the prefabricated pier column, for this, the worker can first rotate the threaded rod 12 at the bottom of the connecting seat 11, so that the threaded rod 12 drives the connecting seat 11 and the rotating shaft 8 to move along the sliding groove 10 towards the connecting rod 13, at this time the roller 9 on the surface of the rotating shaft 8 is not in contact with the surface of the prefabricated pier column, then the roller 9 is slid to make the position of the roller 9 correspond to the groove on the surface of the prefabricated pier column, and then the worker rotates the threaded rod 12 to lift the rotating shaft 8 by the threaded rod 12, thereby making the roller 9 be clamped in the groove on the surface of the prefabricated pier column, thereby reducing the risk of the prefabricated pier column being deviated when the push plate 3 pushes the prefabricated pier column.

[0033] As shown in the Figures 2-3 The roller 9 comprises a rotating drum 14, and the rotating drum 14 is clamped with the surface of the rotating shaft 8; the surface of the rotating drum 14 is provided with a clamping groove 15; the surface of the rotating drum 14 is fixedly connected with a polyurethane pad 16; the polyurethane pad 16 can be replaced; during operation, when the roller 9 is worn, the worker can open the clamping groove 15 of the rotating drum 14, so that the opening of the clamping groove 15 is enlarged, thereby the worker can take down the rotating drum 14 from the surface of the rotating shaft 8, thereby facilitating the worker to replace the worn polyurethane pad 16 on the surface of the rotating drum 14 and prolonging the service life of the roller 9.

[0034] As shown in the Figure 1As shown in the drawings, the top rod 4 is rotatably connected with a support rod 17 near the surface of the rotating seat 5; the top surface of the base 1 is provided with a limiting groove 18 at the corresponding position of the support rod 17, and the support rod 17 is slidably connected with the limiting groove 18; the limiting groove 18 is provided with a recess 19 near the groove bottom; the recess 19 is matched with the support rod 17; during work, when the top rod 4 rotates, the support rod 17 on the surface of the top rod 4 rotates away from the top rod 4, and the end of the support rod 17 away from the top rod 4 slides along the limiting groove 18 until the support rod 17 is clamped into the recess 19, at this time, the support rod 17 can support the top rod 4 to improve the stability of the top rod 4 when supporting the prefabricated pier column.

[0035] As shown in the drawings, Figure 1 and Figure 4 the bottom surface of the support rod 17 is fixedly connected with a second wedge-shaped seat 22; the first wedge-shaped seat 21 and the second wedge-shaped seat 22 are matched with each other; during work, when it is needed to lower the top rod 4 again, the worker can start the hydraulic cylinder 20 to lift the second wedge-shaped seat 22, and then lift the first wedge-shaped seat 21 by the second wedge-shaped seat 22, so as to lift the support column away from the recess 19; at the same time, due to the inclined surface of the second wedge-shaped seat 22, the support rod 17 can slide along the limiting groove 18 away from the recess 19 when being lifted away from the recess 19, so as to make the top rod 4 more easily lowered, and facilitate the subsequent transportation of the prefabricated pier column.

[0036] As shown in the drawings, Figure 4 the top surface of the first wedge-shaped seat 21 is provided with a fixed groove 23; the bottom surface of the second wedge-shaped seat 22 is fixedly connected with a fixed protrusion 24 matched with the fixed groove 23; the fixed protrusion 24 can be clamped with the fixed groove 23; during work, when the first wedge-shaped seat 21 slides into the recess 19, the fixed protrusion 24 on the surface of the second wedge-shaped seat 22 is clamped into the fixed groove 23 on the surface of the first wedge-shaped seat 21, so as to complete the relative fixation of the first wedge-shaped seat 21 and the second wedge-shaped seat 22, prevent the first winch 6 from over-winding the cable, and cause the top rod 4 and the push plate 3 to be separated from the surface of the prefabricated pier column, so as to cause the prefabricated pier column to be tilted.

[0037] As shown in the drawings, Figure 1As shown in the drawings, the base 1 is fixedly connected with a mounting seat 25 at one end away from the rotating seat 5; the top surface of the mounting seat 25 is fixedly connected with a second winch 26; the base 1 is provided with a fixing module 27 at one end close to the mounting seat 25, and a cable is installed between the fixing module 27 and the second winch 26; the first winch 6 is a prior art, and the specific connection mode is not described in detail; and the specific model is selected as required; during work, when the precast pier column is lifted by the top rod 4, the worker fixes the fixing module 27 at the bottom of the precast pier column, at this time, the worker starts the second winch 26, and the precast pier column is pulled through the cable to deflect away from the top rod 4 until the precast pier column is completely vertical, at this time, the precast pier column is hoisted by using a hoisting device, which can further reduce the shaking of the precast pier column when it is just hoisted, and further reduce the safety risk during hoisting of the precast pier column.

[0038] As shown in the drawings, Figure 1 and Figure 5 As shown in the drawings, the fixing module 27 comprises a connecting plate 28, and the connecting plate 28 is fixedly connected with the cable; the connecting plate is made of flexible material; a plurality of fixing pins 29 are fixedly connected to the surface of the connecting plate 28; a plurality of strip-shaped protrusions 30 are fixedly connected to the surface of the fixing pin 29; the strip-shaped protrusions 30 are made of rigid material; during work, when it is necessary to fix the fixing module 27 to the precast pier column, the worker can first insert some wood chips into the mounting hole at the bottom of the precast pier column, then insert the pins on the surface of the connecting plate 28 into the mounting hole of the precast pier column, and further insert the pins into the mounting hole by knocking the connecting plate 28, so that the strip-shaped protrusions 30 on the surface of the pin can cooperate with the wood chips, so that the fixing between the pin and the mounting hole is more compact, and the pin is prevented from being separated from the mounting hole on the surface of the precast pier column during work, so that the precast pier column is prevented from falling.

[0039] Example two

[0040] As shown in the drawings, Figure 6 As shown in the drawings, the top surface of the mounting seat 25 is fixedly connected with a plurality of uniformly arranged oil pressure buffers 31; the piston top surface of the oil pressure buffer 31 is provided with a supporting plate 32; during work, when the precast pier column is pulled to be vertical, the bottom of the precast pier column will press the supporting plate 32, and then the supporting plate 32 will press the oil pressure buffer 31, so as to reduce the speed of the precast pier column during deflection, prevent the precast pier column from being deflected excessively due to the rapid deflection of the precast pier column, and prevent the precast pier column from being damaged.

[0041] In operation, the prefabricated pier column is generally laid horizontally in the carriage during transportation, and needs to be erected and installed vertically at the construction site, so the embodiment of the application can be installed on the carriage, when the transport vehicle carries the prefabricated pier column to the construction site, the worker starts the first winch 6, the cable is wound by the first winch 6, the top rod 4 is pulled up through the cable, the top rod 4 is rotated towards the rotating seat 5, and the push plate 3 at the top of the top rod 4 pushes the prefabricated pier column, so that the prefabricated pier column is rotated away from the rotating seat 5, when the hoisting equipment hoists the prefabricated pier column, the prefabricated pier column has been lifted, the hoisting equipment only needs to fix the top of the prefabricated pier column, and the prefabricated pier column can be hoisted vertically, so that the operation of turning over the prefabricated pier column by the hoisting equipment is avoided, the shaking of the prefabricated pier column during hoisting is reduced, and the risk of accidents during hoisting is reduced.

[0042] When the top rod 4 drives the push plate 3 to rotate, the push plate 3 slides along the surface of the prefabricated pier column, at this time, the rollers 9 in the installation groove 7 are in contact with the surface of the prefabricated pier column and rotate, so that the friction when the push plate 3 relatively displaces with the prefabricated pier column is reduced, the wear of the push plate 3 is reduced, and the service life of the push plate 3 is prolonged.

[0043] Since the surface of the prefabricated pier column generally has a groove, in order to avoid the prefabricated pier column from deviating when the push plate 3 pushes the prefabricated pier column, the roller 9 can be clamped in the groove on the surface of the prefabricated pier column, so the worker can first rotate the threaded rod 12 at the bottom of the connecting seat 11, so that the threaded rod 12 drives the connecting seat 11 and the rotating shaft 8 to move along the sliding groove 10 towards the connecting rod 13, at this time, the rollers 9 on the surface of the rotating shaft 8 are not in contact with the surface of the prefabricated pier column, then the roller 9 is slid to make the position of the roller 9 correspond to the groove on the surface of the prefabricated pier column, and then the worker rotates the threaded rod 12 to lift the rotating shaft 8 by the threaded rod 12, so that the roller 9 is clamped in the groove on the surface of the prefabricated pier column, thereby reducing the risk of deviation of the prefabricated pier column when the push plate 3 pushes the prefabricated pier column.

[0044] When the roller 9 is worn, the worker can pry open the clamping groove 15 of the rotating drum 14, so that the opening of the clamping groove 15 is enlarged, so that the worker can take down the rotating drum 14 from the surface of the rotating shaft 8, and then the worker can replace the worn polyurethane pad 16 on the surface of the rotating drum 14, thereby prolonging the service life of the roller 9.

[0045] When the top rod 4 rotates, the support rod 17 on the surface of the top rod 4 rotates away from the top rod 4, and the end of the support rod 17 away from the top rod 4 slides along the limiting groove 18 until the support rod 17 is clamped in the recess 19, at this time, the support rod 17 can support the top rod 4 to improve the stability of the top rod 4 supporting the prefabricated pier column.

[0046] When it is necessary to lower the jacking rod 4 again, the worker can start the hydraulic cylinder 20 to lift the second wedge-shaped seat 22, and then lift the first wedge-shaped seat 21 by the second wedge-shaped seat 22, so as to lift the supporting column away from the groove 19, and at the same time, due to the inclined surface of the second wedge-shaped seat 22, the supporting rod 17 can slide along the limiting groove 18 to the direction away from the groove 19 when being lifted away from the groove 19, so that the jacking rod 4 is more easily lowered, and the prefabricated pier column is conveniently transported again.

[0047] When the first wedge-shaped seat 21 slides into the groove 19, the fixed protrusion 24 on the surface of the second wedge-shaped seat 22 is clamped into the fixed groove 23 on the surface of the first wedge-shaped seat 21, so as to complete the relative fixation of the first wedge-shaped seat 21 and the second wedge-shaped seat 22, and prevent the first winch 6 from over-winding the cable, so as to cause the jacking rod 4 to be separated from the surface of the prefabricated pier column, and thus cause the prefabricated pier column to be tilted.

[0048] When the jacking rod 4 lifts the prefabricated pier column, the worker fixes the fixing module 27 at the bottom of the prefabricated pier column, and then starts the second winch 26 to pull the prefabricated pier column by the cable to deflect the prefabricated pier column to the direction away from the jacking rod 4 until the prefabricated pier column is completely vertical, and then uses the hoisting equipment to hoist the prefabricated pier column, so as to further reduce the shaking of the prefabricated pier column when being hoisted, and further reduce the safety risk when hoisting the prefabricated pier column.

[0049] When it is necessary to fix the fixing module 27 to the prefabricated pier column, the worker can first insert some wood chips into the mounting hole at the bottom of the prefabricated pier column, and then insert the latch on the surface of the connecting plate 28 into the mounting hole of the prefabricated pier column, and further insert the latch into the mounting hole by knocking the connecting plate 28, so that the latch and the mounting hole are fixed more tightly, and the latch is prevented from being separated from the mounting hole on the surface of the prefabricated pier column during work, so as to cause the prefabricated pier column to be tilted.

[0050] When the prefabricated pier column is pulled to be vertical, the bottom of the prefabricated pier column is pressed against the supporting plate 32, and then the supporting plate 32 is pressed against the oil buffer 31, so as to reduce the speed of the prefabricated pier column during deflection, and prevent the prefabricated pier column from being tilted excessively due to the rapid deflection of the prefabricated pier column, and thus prevent the prefabricated pier column from being damaged.

[0051] The above shows and describes the basic principles, main features and advantages of the present application. Those skilled in the art should understand that the present application is not limited to the above-mentioned embodiments, and the above-mentioned embodiments and descriptions in the specification are only to illustrate the principles of the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the claimed present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A handling and flipping device for precast pier columns, characterized in that: Includes a base (1); a pair of strip-shaped pads (2) are fixedly connected to the top surface of the base (1); a push plate (3) is provided between the two strip-shaped pads (2); a push rod (4) is rotatably connected to one end of the push plate (3); a rotating seat (5) is rotatably connected to the end of the push rod (4) away from the push plate (3), and the rotating seat (5) is fixedly connected to the base (1); a first winch (6) is installed on the surface of the top surface of the base (1) away from the push plate (3), and a cable is installed between the push rod (4) and the first winch (6); The top surface of the push plate (3) is provided with an installation groove (7); the inner walls on both sides of the installation groove (7) are provided with rotating shafts (8); the surface of the rotating shafts (8) is fitted with rollers (9). The side wall of the mounting groove (7) is provided with a sliding groove (10) at the corresponding position of the rotating shaft (8), and the rotating shaft (8) is slidably connected to the sliding groove (10); a connecting seat (11) is installed on the inner surface of the rotating shaft (8) and the sliding groove (10); a threaded rod (12) is rotatably connected to the end of the connecting seat (11) away from the rotating shaft (8); a connecting rod (13) is threadedly connected to the end of the threaded rod (12) away from the connecting seat (11), and the connecting rod (13) is fixedly connected to the side wall of the sliding groove (10); The top rod (4) is rotatably connected to a support rod (17) near the surface of the rotating seat (5); a limiting groove (18) is opened on the top surface of the base (1) at the corresponding position of the support rod (17), and the support rod (17) is slidably connected to the limiting groove (18); a groove (19) is opened at the bottom of the limiting groove (18) near the rotating seat (5). A hydraulic cylinder (20) is fixedly connected to the bottom of the groove (19); a first wedge-shaped seat (21) is fixedly connected to the top surface of the hydraulic cylinder (20); and a second wedge-shaped seat (22) is fixedly connected to the bottom surface of the support rod (17).

2. The precast pier handling and flipping device according to claim 1, characterized in that: The roller (9) includes a rotating drum (14), and the rotating drum (14) is engaged with the surface of the rotating shaft (8); a slot (15) is provided on the surface of the rotating drum (14); a polyurethane pad (16) is fixedly connected to the surface of the rotating drum (14).

3. The precast pier handling and flipping device according to claim 2, characterized in that: The top surface of the first wedge-shaped seat (21) is provided with a fixing groove (23); the bottom surface of the second wedge-shaped seat (22) is fixedly connected with a fixing protrusion (24) that matches the fixing groove (23).

4. The precast pier handling and flipping device according to claim 1, characterized in that: The base (1) is fixedly connected to a mounting base (25) at one end away from the rotating seat (5); a second winch (26) is fixedly connected to the top surface of the mounting base (25); a fixing module (27) is provided at one end of the base (1) near the mounting base (25), and a cable is installed between the fixing module (27) and the second winch (26).

5. The precast pier handling and flipping device according to claim 4, characterized in that: The fixing module (27) includes a connecting plate (28), and the connecting plate (28) is fixedly connected to the cable; a plurality of evenly arranged fixing pins (29) are fixedly connected to the surface of the connecting plate (28); a plurality of evenly arranged strip protrusions (30) are fixedly connected to the surface of the fixing pins (29).

6. The precast pier transport and tilting device according to claim 5, characterized in that: The top surface of the mounting base (25) is fixed with a plurality of uniformly arranged hydraulic dampers (31); the piston top surface of the hydraulic damper (31) is equipped with a support plate (32).

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