Anchoring pier pouring device and method

Abstract

The present application belongs to the technical field of mechanical equipment, and particularly relates to an anchor pier pouring device and method. The present application comprises a bearing plate, a rotating assembly, a walking assembly, a concrete storage tank, a booster pump, a hydraulic push rod, a mechanical arm, a pouring die, a general controller and a circuit controller. The adoption of the technical scheme of the present application solves the problems of low construction efficiency, unstable quality, great safety hazards in dismantling the scaffold and other related problems, and makes the pouring device have high pouring efficiency, high quality and be simple and convenient. The surrounding rods and fence columns arranged on the main body of the present application can prevent the steel base plate anchor pouring die and the concrete anchor pouring die from falling off during the walking of the anchor pier pouring device. The pressure relief valve arranged on the pouring die of the present application can relieve pressure during pouring, so that the cavity of the pouring die is filled with concrete, and the construction quality of pouring is ensured.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of mechanical equipment, and particularly relates to an anchor pier pouring device and method. BACKGROUND

[0002] Water conservancy and hydropower, traffic, civil engineering and other projects generally use shallow and deep supporting to ensure the stability of the slope and surrounding rock of the chamber. Deep supporting is mainly based on anchor cable construction. In the construction process of anchor cable pier head pouring, the traditional construction first sets up a steel pipe scaffold platform, and then workers perform formwork erection and pouring construction on the operation platform. The steel pipe scaffold requires more manpower, material resources and time, and poses a great threat to personnel safety in some harsh environments and rugged terrains. In addition, there are other safety hazards in the construction process, low construction efficiency, unstable quality, great safety hazards in dismantling the scaffold and other related problems. SUMMARY

[0003] The application provides an anchor pier pouring device and method, one of the purposes of which is to solve the problems of the traditional construction process, that is, the need to first set up a steel pipe scaffold platform, then workers perform formwork erection and pouring construction on the operation platform, the steel pipe scaffold requires more manpower, material resources and time, and poses a great threat to personnel safety in some harsh environments and rugged terrains, and great safety hazards in dismantling the scaffold.

[0004] In order to achieve the above-mentioned purposes, the technical scheme adopted by the application is as follows:

[0005] An anchor pier pouring device comprises.

[0006] A bearing plate;

[0007] A rotation assembly, the top of the rotation assembly is fixedly connected with the bearing plate;

[0008] A walking assembly, the walking assembly is connected with the bearing plate through the rotation assembly;

[0009] A concrete storage tank, the concrete storage tank is connected at the tail end of the bearing plate;

[0010] A booster pump, the booster pump is connected on the bearing plate;

[0011] A hydraulic push rod, the hydraulic push rod is vertically connected at the front end of the bearing plate, and a lifting controller is arranged on the hydraulic push rod;

[0012] A mechanical arm, the mechanical arm is connected at the output end of the hydraulic push rod;

[0013] A pouring tool, the pouring tool is placed on the bearing plate, connected at the front end of the mechanical arm during pouring, and connected with the concrete storage tank through a pipeline;

[0014] The total controller is connected to the bearing plate and is electrically connected to the rotating assembly, the traveling assembly, the booster pump, the pouring mill, the lifting controller on the hydraulic push rod and the mechanical arm, respectively.

[0015] The circuit controller is connected to the traveling assembly and is electrically connected to the traveling assembly, the rotating assembly, the booster pump, the hydraulic push rod, the mechanical arm and the total controller, respectively.

[0016] The fence is further included; the fence is arranged around the pouring mill; the fence is composed of a plurality of fence poles and a plurality of fence columns; the plurality of fence columns are vertically and spacedly arranged around the pouring mill, and the fence poles are horizontally connected between adjacent fence columns.

[0017] The booster pump is a vertical booster pump, which is arranged on the bearing plate between the concrete storage tank and the pouring mill; the vertical booster pump is provided with a first connecting port and a second connecting port; the vertical booster pump is provided with a pressure controller, and the pressure controller is electrically connected to the total controller.

[0018] The bearing plate is an integrated steel structure composed of a semicircular plate, a first rectangular plate and a second rectangular plate; the semicircular plate and the second rectangular plate are arranged at the middle positions of the opposite two sides of the first rectangular plate; a hydraulic push rod through hole is formed at the center position of the semicircular plate, and two fourth bolt holes are symmetrically formed around the hydraulic push rod through hole; two mold limiting holes are symmetrically formed on the surface of the first rectangular plate, and a plurality of mounting holes are formed along the edges of the four edges of the surface of the first rectangular plate; four first bolt holes for fixedly connecting the concrete storage tank, four second bolt holes for fixedly connecting the booster pump and four third bolt holes for fixedly connecting the total controller are formed on the surface of the second rectangular plate.

[0019] The concrete storage tank has a cylindrical shape; the top of the concrete storage tank is provided with a concrete injection port, the bottom of the concrete storage tank is provided with a concrete outflow pipe for connecting with the pouring mill and a pressure injection pipe for connecting with the booster pump; two connecting plates are horizontally arranged at the bottom of the concrete storage tank, and each connecting plate is provided with a fifth bolt hole at each end for connecting with the bearing plate.

[0020] The pouring mill is a steel pad anchor pier pouring mold or a concrete anchor pier pouring mold; the steel pad anchor pier pouring mold or the concrete anchor pier pouring mold is placed on the bearing plate.

[0021] The steel cushion anchor pier pouring mold is an integral structure composed of a square horizontal plate and four side plates; the side plate is an isosceles trapezoidal plate with a small upper part and a large lower part, an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate, a second slurry outlet and a second pressure relief port are formed in the lower part of one of the side plates, a second injection adapter is connected to the outer side of the second slurry outlet, the second injection adapter is connected to a concrete storage tank through a pipeline, a second pressure relief valve is connected to the outer side of the second pressure relief port, a second wireless remote control switch is arranged on the second pressure relief valve, the second wireless remote control switch is electrically connected to a general controller, the side waists of the four side plates are connected to form an integral structure, the top is connected to the horizontal plate, and the bottom is provided with a second sealing ring; a circular through hole is formed in the center of the horizontal plate, a second connecting body is connected to the outer side of the circular through hole, a second guide pipe is connected to the inner side of the circular through hole, the second connecting body and the second guide pipe are connected in an integral structure in an up-down manner, the inner diameters of the two are the same, the outer diameter of the second connecting body is larger than the outer diameter of the second guide pipe, and a second connection limiting mechanism is horizontally arranged on the inner side of the second connecting body.

[0022] The concrete anchor pier pouring mold is an integral structure composed of a horizontal plate and four side plates; the side plate is an isosceles trapezoidal plate with a small upper part and a large lower part, an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate, a first slurry outlet and a first pressure relief port are formed in one of the side plates, a first injection adapter is connected to the outer side of the first slurry outlet, the first injection adapter is connected to a concrete storage tank through a pipeline, a first pressure relief valve is connected to the outer side of the first pressure relief port, a first wireless remote control switch is arranged on the first pressure relief valve, the first wireless remote control switch is electrically connected to a general controller, the side waists of the four side plates are connected to form an integral structure, the top is connected to the horizontal plate, and the bottom is provided with a first sealing ring; a circular through hole is formed in the center of the horizontal plate, a first connecting body is connected to the outer side of the circular through hole, a first guide pipe is connected to the inner side of the circular through hole, the first connecting body and the first guide pipe are connected in an integral structure in an up-down manner, the inner diameters of the two are the same, the outer diameter of the first connecting body is larger than the outer diameter of the first guide pipe, and a first connection limiting mechanism is horizontally arranged on the inner side of the first connecting body.

[0023] The general controller at least includes a shell, a data receiving module, a data sending module, a calculation module and a teacher; the data receiving module, the data sending module and the calculation module are arranged in the shell; the data sending module is electrically connected to the data receiving module and the data sending module; the data sending module and the data receiving module are electrically connected to a rotating assembly, a walking assembly, a booster pump, a hydraulic push rod and a mechanical arm; the teacher is electrically connected to the data receiving module.

[0024] An anchor pier pouring method is adopted, and the specific steps are as follows,

[0025] Step one: input the pouring information to the general controller;

[0026] Step two: connect the concrete storage tank with the pouring mill and the booster pump respectively, and then pour the pouring concrete into the concrete storage tank;

[0027] Step three: the total controller controls the walking assembly to move the anchor pier pouring device as a whole to the anchor pier to be poured;

[0028] Step four: the total controller controls the rotation assembly and the hydraulic push rod to adjust, so that the pouring mill connected to the mechanical arm is tightly pressed on the rock surface outside the anchor pier to be poured;

[0029] Step five: the total controller controls the booster pump to pressurize the concrete storage tank, so that the pouring concrete in the concrete storage tank is output to the pouring mill for pouring;

[0030] Step six: after pouring is completed, the total controller controls the mechanical arm to be separated from the pouring mill, and the total controller controls the walking assembly to turn to the next anchor pier to be poured; when the poured anchor pier concrete solidifies, the pouring mill can be removed.

[0031] Beneficial effects:

[0032] (1) The present application comprises a bearing plate, a rotation assembly, a walking assembly, a concrete storage tank, a booster pump, a hydraulic push rod, a mechanical arm, a pouring mill, a total controller and a circuit controller. The anchor pier pouring device of the present application does not need to pre-erect a steel pipe scaffold, improves the work efficiency, and avoids the safety hazards existing in erecting and dismantling the scaffold.

[0033] (2) The present application controls the rotation assembly, the walking assembly, the booster pump, the pouring mill, the hydraulic push rod and other related components through the total controller, accurately and efficiently adjusts the position of the anchor pier pouring device and the mechanical arm, and high-quality and efficient completes the anchor pier pouring construction.

[0034] (3) In the present application, the fence is provided, so that the steel mat anchor pier pouring mold or the concrete anchor pier pouring mold will not fall during the walking of the anchor pier pouring device, ensuring the smooth implementation of pouring.

[0035] (4) The present application provides a pressure relief valve on the pouring mill, which can relieve pressure during pouring, so that the concrete fills the internal cavity of the mill, ensuring the construction quality of pouring.

[0036] (5) The present application provides a first guide pipe and a second guide pipe in the concrete anchor pier pouring mold or the steel mat anchor pier pouring mold, so that the anchor cable pier head is not affected during anchor pier pouring, ensuring the quality of construction.

[0037] The above description is only a summary of the technical scheme of the present application. In order to make the technical scheme of the present application more clearly understood and implemented, the preferred embodiments of the present application will be described in detail below. BRIEF DESCRIPTION OF DRAWINGS

[0038] In order to more clearly illustrate the technical scheme in the embodiments of the present application or the prior art, the drawings needed to be used in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without any creative effort on the basis of these drawings.

[0039] Figure 1 is an isometric view structure schematic diagram of the present application;

[0040] Figure 2 is an isometric disassembled structure schematic diagram of the present application;

[0041] Figure 3 is an isometric view structure schematic diagram of the concrete storage tank of the present application;

[0042] Figure 4 is an isometric view structure schematic diagram of the general controller of the present application;

[0043] Figure 5 is an isometric view structure schematic diagram of the concrete anchor pier pouring mold of the present application;

[0044] Figure 6 is an isometric view structure schematic diagram of the steel pad anchor pier pouring mold of the present application;

[0045] Figure 7 is an isometric view structure schematic diagram of the concrete anchor pier pouring mold of the present application;

[0046] Figure 8 is an isometric view structure schematic diagram of the steel pad anchor pier pouring mold of the present application;

[0047] Figure 9 is an isometric view structure schematic diagram of the vertical booster pump of the present application.

[0048] In the drawings:

[0049] 1 - walking assembly; 2 - rotation assembly; 3 - circuit controller; 4 - bearing plate; 5 - general controller; 6 - concrete storage tank; 7 - first bolt; 8 - booster pump; 9 - rail; 10 - fence column; 11 - second bolt; 12 - hydraulic push rod; 13 - steel base plate anchor pier pouring mold; 14 - mechanical arm; 15 - concrete anchor pier pouring mold; 16 - first bolt hole; 17 - second bolt hole; 18 - third bolt hole; 19 - mounting hole; 20 - hydraulic push rod through hole; 21 - fourth bolt hole; 22 - fifth bolt hole; 23 - concrete outflow pipe; 24 - pressure injection pipe; 25 - concrete injection port; 26 - sixth bolt hole; 27 - first injection adapter; 28 - first limiting body; 29 - first connecting body; 30 - second injection adapter; 31 - second limiting body; 32 - second connecting body; 33 - first sealing ring; 34 - second sealing ring; 35 - third bolt; 36 - fourth bolt; 37 - seventh bolt hole; 38 - fifth bolt; 39 - first connecting port; 40 - second connecting port; 41 - first pressure relief valve; 42 - second pressure relief valve; 43 - first guide pipe; 44 - first pressure relief port; 45 - first slurry outlet; 46 - second slurry outlet; 47 - second guide pipe; 48 - second pressure relief port; 49 - mold limiting hole.

[0050] The above description is only a summary of the technical scheme of the present application. In order to more clearly understand the technical means of the present application and can be implemented in accordance with the content of the specification, the following will be described in detail through the preferred embodiments of the present application. DETAILED DESCRIPTION

[0051] The technical scheme of the present application will be described in detail below in conjunction with the embodiments. Obviously, the described embodiments are only a part of the embodiments of the present application, not all. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0052] Embodiment one:

[0053] Referring to Figures 1-9 The anchor pier pouring device shown in the figure comprises.

[0054] The bearing plate 4;

[0055] The rotation assembly 2 is fixedly connected with the bearing plate 4 at the top;

[0056] The walking assembly 1 is connected with the bearing plate 4 through the rotation assembly 2;

[0057] The concrete storage tank 6 is connected at the tail end of the bearing plate 4;

[0058] The booster pump 8 is connected to the bearing plate 4;

[0059] The hydraulic push rod 12 is vertically connected to the front end of the bearing plate 4, and a lifting controller is arranged on the hydraulic push rod 12;

[0060] The mechanical arm 14 is connected to the output end of the hydraulic push rod 12;

[0061] The pouring mill is placed on the bearing plate 4, and is connected to the front end of the mechanical arm 14 and connected to the concrete storage tank 6 through a pipeline during pouring;

[0062] The general controller 5 is connected to the bearing plate 4, and is electrically connected to the slewing assembly 2, the traveling assembly 1, the booster pump 8, the pouring mill, the lifting controller on the hydraulic push rod 12 and the mechanical arm 14 respectively;

[0063] The circuit controller 3 is connected to the traveling assembly 1, and is electrically connected to the traveling assembly 1, the slewing assembly 2, the booster pump 8, the hydraulic push rod 12, the mechanical arm 14 and the general controller 5 respectively.

[0064] In actual use, first, the general controller 5 is inputted with pouring information; then, the concrete storage tank 6 is connected to the pouring mill and the booster pump 8 respectively, and then, 4 / 5 of the pouring concrete is poured into the concrete storage tank 6; then, the general controller 5 controls the traveling assembly 1 to move the anchorage block pouring device as a whole to the front of the anchorage block to be poured; the general controller 5 controls the slewing assembly 2 and the hydraulic push rod 12 to adjust, so that the front end surface of the pouring mill connected to the mechanical arm 14 is tightly pressed on the rock surface outside the anchorage block to be poured; then, the general controller 5 controls the booster pump 8 to pressurize the concrete storage tank 6, so that the pouring concrete in the concrete storage tank 6 is outputted to the pouring mill for pouring; after the pouring is completed, the general controller 5 controls the mechanical arm 14 to be separated from the pouring mill, and the general controller 5 controls the traveling assembly 1 to turn to the next anchorage block to be poured; when the poured anchorage block is solidified, the pouring mill can be removed.

[0065] The anchorage block pouring is performed by adopting the technical scheme of the present application, so that the steel pipe scaffold is not needed to be previously erected, the work efficiency is improved, and the safety hidden danger existing in erecting and dismounting the scaffold is avoided.

[0066] The controller controls the slewing assembly, the traveling assembly, the booster pump, the pouring mill, the hydraulic push rod and other related components, so that the position adjustment of the anchorage block pouring device and the mechanical arm is accurately and efficiently implemented, and the anchorage block pouring construction is high-quality and efficient.

[0067] In actual use, the bearing plate 4 and the components arranged thereon are connected in a detachable manner, so that the components are convenient to dismount and replace, and the device is convenient to store when not in use.

[0068] The 4 / 5 of the tank is filled with the concrete for pouring, so as to avoid overfilling and concrete overflow during transportation.

[0069] In actual use, multiple pouring mills can be arranged to meet the pouring requirements. Since the concrete has not solidified after pouring, the pouring mill needs to stay on the poured anchor for a period of time, and a new pouring mill is used to pour the next anchor, so as to effectively save the pouring waiting time and greatly shorten the pouring construction period.

[0070] In the embodiment, the total controller 5, the booster pump 8 and the unused pouring mill are arranged on the bearing plate 4 between the hydraulic push rod 12 and the concrete storage tank 6, and the booster pump 8 is close to the concrete storage tank 6, so that the connection is convenient, the pipeline used is short, and the pouring mill is arranged close to the hydraulic push rod 12, so that the mechanical arm 14 is convenient to connect the pouring mill.

[0071] The rotary assembly 2 and the traveling assembly 1 in the embodiment both adopt the prior art. The mechanical arm 14 in the embodiment adopts a six-axis industrial robot.

[0072] The circuit controller 3 in the embodiment is used to supply power to the traveling assembly 1, the rotary assembly 2, the booster pump 8, the hydraulic push rod 12, the mechanical arm 14 and the total controller 5.

[0073] The lifting controller in the embodiment adopts the prior art and is used to receive the signal of the total controller 5 to implement the lifting operation of the hydraulic push rod 12. When the operation environment signal is good, a wireless lifting controller can be used, and when the environment signal is not good, a wired lifting controller can be used to ensure the smooth operation.

[0074] Embodiment two:

[0075] Referring to the anchor pouring device shown in Figure 1 and Figure 2 , the anchor pouring device further includes a fence on the basis of the embodiment one. The fence is arranged around the pouring mill. The fence is composed of multiple fence poles 9 and multiple fence columns 10. The multiple fence columns 10 are vertically and spacedly arranged around the pouring mill, and the adjacent fence columns 10 are both horizontally connected with the fence poles 9.

[0076] In actual use, the fence columns 10 can be directly inserted into the mounting holes 19 on the bearing plate 4, and the adjacent two fence columns 10 are connected by the fence poles 9. The steel base plate anchor pouring mold 13 or the concrete anchor pouring mold 15 can be stored in the space surrounded by the fence columns 10.

[0077] The fence is arranged in the application, so that the steel cushion anchor pier pouring mold or the concrete anchor pier pouring mold will not fall during the walking of the anchor pier pouring device, and the smooth implementation of the anchor pier pouring is ensured.

[0078] The fence pole 9 in the embodiment is made of a hollow steel pipe, and the fence column 10 is made of a hollow iron column, so that the respective functions can be realized, and the strength is higher and the safety is better.

[0079] Embodiment three:

[0080] Referring to Figure 1 and Figure 9 The anchor pier pouring device shown in the drawings is based on embodiment one, the booster pump 8 is a vertical booster pump, which is arranged on the bearing plate 4 between the concrete storage tank 6 and the pouring mold; the vertical booster pump is provided with a first connecting port 39 and a second connecting port 40; the vertical booster pump is provided with a pressure controller, and the pressure controller is electrically connected with the general controller 5.

[0081] In actual use, the booster pump 8 is used to increase the pressure in the concrete storage tank 6. When it is necessary to increase or cancel the pressure in the concrete storage tank 6, the general controller 5 sends a corresponding signal to the pressure controller, and the pressure controller controls the start and stop of the booster pump 8, so as to ensure that the concrete in the concrete storage tank 6 is quickly injected into the anchor pier pouring mold, and the anchor pier is fully poured smoothly and efficiently.

[0082] The first connecting port 39 and the second connecting port 40 of the booster pump 8 are arranged at the lower part of the booster pump 8, the first connecting port 39 is connected with the pressure injection pipe 24 of the concrete storage tank 6, and the second connecting port 40 is used as a backup.

[0083] The booster pump 8 in the embodiment is a vertical booster pump, which can effectively save the installation space, so as to reduce the volume of the anchor pier pouring device.

[0084] Embodiment four:

[0085] Referring to Figure 1 and Figure 2The anchor pier pouring device shown in the embodiment is based on the anchor pier pouring device shown in the embodiment one, the bearing plate 4 is an integral steel structure composed of a semicircular plate, a first rectangular plate and a second rectangular plate, the semicircular plate and the second rectangular plate are arranged at the middle positions of the opposite two sides of the first rectangular plate; a hydraulic push rod through hole 20 is formed at the center position of the semicircular plate, two fourth bolt holes 21 are symmetrically formed around the hydraulic push rod through hole 20; two mold limiting holes 49 are symmetrically formed on the plate surface of the first rectangular plate, a plurality of mounting holes 19 are formed along the edges of the four edges of the plate surface of the first rectangular plate; four first bolt holes 16 for fixedly connecting the concrete storage tank 6, four second bolt holes 17 for fixedly connecting the booster pump 8 and four third bolt holes 18 for fixedly connecting the general controller 5 are formed on the plate surface of the second rectangular plate.

[0086] In actual use, the bearing plate 4 is used to mount the related components thereon, so that the anchor pier pouring device can be quickly moved through the walking assembly.

[0087] When the steel base plate anchor pier pouring mold 13 or the concrete anchor pier pouring mold 15 is placed on the bearing plate 4, the second guide pipe 47 on the steel base plate anchor pier pouring mold 13 or the first guide pipe 43 on the concrete anchor pier pouring mold 15 is inserted into the mold limiting hole 49, so as to ensure the stability of the placement of the steel base plate anchor pier pouring mold 13 or the concrete anchor pier pouring mold 15.

[0088] The bearing plate 4 adopts the technical scheme, which can not only conveniently mount the components thereon, but also effectively saves space on the basis of meeting the bearing function, so that the pouring operation can be conveniently performed in a complex and limited space.

[0089] Embodiment five:

[0090] Referring to Figures 1-3 The anchor pier pouring device shown in the embodiment is based on the anchor pier pouring device shown in the embodiment one, the concrete storage tank 6 is in a cylindrical shape; a concrete pouring inlet 25 is arranged at the top of the concrete storage tank 6, a concrete outflow pipe 23 for connecting with the pouring mold and a pressure injection pipe 24 for connecting with the booster pump 8 are arranged at the bottom of the concrete storage tank 6; two connecting plates are horizontally arranged at the bottom of the concrete storage tank 6, and each connecting plate is provided with a fifth bolt hole 22 at each end for connecting with the bearing plate 4.

[0091] In actual use, the concrete for pouring is poured into the concrete storage tank 6 through the concrete pouring inlet 25. When the pouring is needed to be performed, the concrete storage tank 6 is pressurized by connecting the pressure injection pipe 24 with the booster pump 8; the concrete in the concrete storage tank 6 is poured into the pouring mold through the pipeline connected with the concrete outflow pipe 23, so that the pouring can be conveniently and quickly performed.

[0092] The concrete storage tank 6 in the embodiment has a cylindrical shape, and the cylindrical structure has high strength and uniform stress, so that a container with the same volume can be made of less material.

[0093] Embodiment six

[0094] Referring to Figure 1 , Figure 2 , Figures 5-8 , an anchor pier pouring device is shown, and on the basis of embodiment one, the pouring mold is a steel mat anchor pier pouring mold 13 or a concrete anchor pier pouring mold 15; the steel mat anchor pier pouring mold 13 or the concrete anchor pier pouring mold 15 is placed on the bearing plate 4.

[0095] In actual use, deep support is mainly based on anchor cable construction, and the pouring mold is set as the steel mat anchor pier pouring mold 13 or the concrete anchor pier pouring mold 15 to meet the needs of different constructions. When steel mat anchor pier pouring construction is carried out, the steel mat anchor pier pouring mold 13 is used; when concrete anchor pier pouring construction is carried out, the concrete anchor pier pouring mold 15 is used.

[0096] Embodiment seven

[0097] Referring to Figure 1 , Figure 2 , Figure 6 and Figure 8 , an anchor pier pouring device is shown, and on the basis of embodiment six, the steel mat anchor pier pouring mold 13 is an integral structure composed of a square horizontal plate and four side plates; the side plates are isosceles trapezoidal plates with the upper part smaller than the lower part, and an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate. A second slurry outlet 46 and a second pressure relief port 48 are formed in the lower part of one of the side plates. The outer side of the second slurry outlet 46 is connected with a second injection adapter 30, and the second injection adapter 30 is connected with the concrete storage tank 6 through a pipeline. The outer side of the second pressure relief port 48 is connected with a second pressure relief valve 42, and a second wireless remote control switch is arranged on the second pressure relief valve 42. The second wireless remote control switch is electrically connected with the general controller 5. The four side plates are connected to form an integral structure, the top of which is connected with the horizontal plate, and the bottom of which is provided with a second sealing ring 34. A circular through hole is formed in the center of the horizontal plate, the outer side of the circular through hole is connected with a second connecting body 32, the inner side of the circular through hole is connected with a second guide pipe 47, the second connecting body 32 and the second guide pipe 47 are connected in an integral structure in an up-down manner, the inner diameters of the second connecting body 32 and the second guide pipe 47 are the same, and the outer diameter of the second connecting body 32 is greater than the outer diameter of the second guide pipe 47. A second connection limiting mechanism is horizontally arranged on the inner side of the second connecting body 32.

[0098] In actual use, the deep support is mainly constructed by anchor cables, and the anchor pier pouring construction is performed around the anchor cables. In order to not affect the anchor cables during pouring, when the steel pad anchor pier pouring mold 13 is tightly buckled on the rock surface outside the anchor pier to be poured, the anchor cable is placed in the second guide pipe 47, and the concrete output from the concrete storage tank 6 is placed in the space surrounded by the second guide pipe 47, the horizontal plate and the four side plates. An isosceles trapezoidal hole is opened in the upper part of the plate surface of each side plate, the steel pad is tightly attached to the inner wall of the isosceles trapezoidal hole around the steel pad, the surface of the steel pad is parallel to the longest side line of the isosceles trapezoidal hole, so that the steel pad and the steel pad anchor pier pouring mold 13 form a sealed space.

[0099] The second connecting and limiting mechanism in the embodiment is used for connection with the mechanical arm 14, which is composed of a connecting plate and four second limiting bodies 31. The connecting plate is horizontally arranged on the inner side of the upper part of the second connecting body 32, and the four second limiting bodies 31 are vertically and symmetrically arranged on the upper surface of the connecting plate. The arrangement positions of the four second limiting bodies 31 are matched with the connecting end of the mechanical arm 14. When the mechanical arm 14 is connected with the steel pad anchor pier pouring mold 13, the steel pad anchor pier pouring mold 13 is connected by being inserted into the connecting end of the mechanical arm 14 through the four second limiting bodies 31. The mechanical arm 14 and the steel pad anchor pier pouring mold 13 are connected in this way, and the relative rotation of the mechanical arm 14 and the steel pad anchor pier pouring mold 13 after connection is also avoided.

[0100] The arrangement of the second sealing ring 34 makes the connection between the steel pad anchor pier pouring mold 13 and the rock surface relatively sealed, so as to avoid the overflow of the concrete.

[0101] The second pressure relief valve 42 is arranged to be used for discharging the air in the steel pad anchor pier pouring mold 13 after the concrete enters the steel pad anchor pier pouring mold 13, so as to ensure the pouring quality. In specific application, when the air pressure in the steel pad anchor pier pouring mold 13 reaches the upper limit of the preset value, the total controller 5 controls the second wireless remote control switch to open the second pressure relief valve 42, so as to discharge the air in the steel pad anchor pier pouring mold 13, and the pressure in the steel pad anchor pier pouring mold 13 decreases. When the pressure decreases to the lower limit of the preset value, the total controller 5 controls the second wireless remote control switch to close the second pressure relief valve 42.

[0102] In the embodiment, the length of the second guide pipe 47 in the steel pad anchor pier pouring mold 13 is greater than the height of the cavity surrounded by the square horizontal plate and the four side plates. In this way, when the steel pad anchor pier pouring mold 13 is tightly attached to the rock surface, the front end of the second guide pipe 47 is inserted into the anchor cable hole, and the protection effect on the anchor cable pier head is better.

[0103] The adoption of the technical scheme improves the pouring quality effectively.

[0104] Embodiment eight:

[0105] Referring to Figure 1 , Figure 2 , Figure 5 and Figure 7 , on the basis of Embodiment Six, the concrete anchor pier pouring mold 15 is an integral structure composed of a horizontal plate and four side plates; the side plates are isosceles trapezoidal plates with the upper part smaller than the lower part, and each side plate has an isosceles trapezoidal hole in the upper part of the plate surface, one of the side plates has a first slurry outlet 45 and a first pressure relief port 44, the outer side of the first slurry outlet 45 is connected with a first injection adapter 27, the first injection adapter 27 is connected with the concrete storage tank 6 through a pipeline, the outer side of the first pressure relief port 44 is connected with a first pressure relief valve 41, the first pressure relief valve 41 is provided with a first wireless remote control switch, the first wireless remote control switch is connected with the general controller 5 through an electrical signal, the four side plates are connected to form an integral structure, the top of the four side plates is connected with the square horizontal plate, and the bottom of the four side plates is provided with a first sealing ring 33; the center of the horizontal plate is provided with a circular through hole, the outer side of the circular through hole is connected with a first connecting body 29, the inner side of the circular through hole is connected with a first guide pipe 43, the first connecting body 29 and the first guide pipe 43 are an integral structure in an up-down direction, the inner diameters of the first connecting body 29 and the first guide pipe 43 are the same, the outer diameter of the first connecting body 29 is larger than the outer diameter of the first guide pipe 43, and the first connecting body 29 is horizontally provided with a first connecting limiting mechanism on the inner side of the upper part.

[0106] In actual use, deep support is mainly based on anchor cable construction, and anchor pier pouring construction is performed around the anchor cable. In order to not affect the anchor cable during pouring, when the concrete anchor pier pouring mold 15 is tightly buckled on the rock surface outside the anchor pier to be poured, the anchor cable is placed in the second guide pipe 47, and the concrete output from the concrete storage tank 6 is placed in the space surrounded by the outer side of the first guide pipe 43, the horizontal plate and the four side plates, thereby avoiding the influence of the concrete on the anchor cable.

[0107] The first connecting limiting mechanism in the embodiment is used for connection with the mechanical arm 14, and is composed of a connecting plate and four first limiting bodies 28. The connecting plate is horizontally arranged on the inner side of the upper part of the first connecting body 29, and the four first limiting bodies 28 are vertically and symmetrically arranged on the upper surface of the connecting plate. The arrangement positions of the four first limiting bodies 28 are matched with the connection end of the mechanical arm 14. When the mechanical arm 14 is connected with the steel concrete anchor pier pouring mold 15, the steel concrete anchor pier pouring mold 15 is connected by being inserted into the connection end of the mechanical arm 14 through the four first limiting bodies 28. The mechanical arm 14 and the steel concrete anchor pier pouring mold 15 are connected in this way, and the relative rotation of the mechanical arm 14 and the steel concrete anchor pier pouring mold 15 after connection is also avoided.

[0108] The first sealing ring 33 is arranged to relatively seal the connection between the concrete anchor pier pouring mold 15 and the rock surface, thereby avoiding the overflow of the concrete.

[0109] The function of the first pressure relief valve 41 is to release air from the inside of the concrete anchor casting mold 15 after concrete enters the steel pad anchor casting mold 13, ensuring the quality of the casting. In specific applications, when the air pressure inside the concrete anchor casting mold 15 reaches the upper limit of the preset value, the main controller 5 controls the first wireless remote control switch to open the first pressure relief valve 41, releasing the air inside the concrete anchor casting mold 15 and reducing the pressure inside the concrete anchor casting mold 15. When the pressure drops to the lower limit of the preset value, the main controller 5 controls the first wireless remote control switch to close the first pressure relief valve 41.

[0110] In this embodiment, the length of the first guide tube 43 in the concrete anchor casting mold 15 is greater than the height of the cavity formed by the square horizontal plate and the four side plates. In this way, when the concrete anchor casting mold 15 is close to the rock surface, the front end of the first guide tube 43 is inserted into the anchor cable hole, which provides better protection for the anchor cable.

[0111] Example 9:

[0112] Reference Figure 1 and Figure 4 The anchor pier casting device shown, based on Embodiment 1, includes a main controller 5 comprising at least a housing, a data receiving module, a data sending module, a calculation module, and a teach pendant; the data receiving module, data sending module, and calculation module are housed within the housing; the data sending module is electrically connected to the data receiving module and the data sending module respectively; the data sending module and the data receiving module are electrically connected to the rotary assembly 2, the traveling assembly 1, the booster pump 8, the hydraulic push rod 12, and the robotic arm 14 respectively; and the teach pendant is electrically connected to the data receiving module.

[0113] Before pouring, the corresponding data is input on the teaching pendant according to the structure of the rock mass. The data is then transmitted to the calculation module through the data receiving module for data processing. The data receiving module in the main controller 5 is used to receive relevant information from the rotary assembly 2, the walking assembly 1, the booster pump 8, the hydraulic push rod 12, and the robotic arm 14. The acquired data is then sent to the calculation module for processing. After processing, the data is sent to the corresponding components through the data sending module for relevant operations.

[0114] The installation of the main controller 5 greatly improves the accuracy of operation and construction efficiency.

[0115] For ease of connection, a sixth bolt hole 26 is provided at the bottom of the housing for connection with the support plate 4.

[0116] Example 10:

[0117] Reference Figures 1-9The anchor pier pouring device shown in the embodiment one further comprises a fence; the fence is arranged around the pouring die; the fence is composed of a plurality of fence poles 9 and a plurality of fence columns 10; the plurality of fence columns 10 are vertically and spacedly arranged around the pouring die, and the adjacent fence columns 10 are horizontally connected with the fence poles 9; the booster pump 8 is a vertical booster pump, which is arranged on the bearing plate 4 between the concrete storage tank 6 and the pouring die; the vertical booster pump is provided with a pressure controller, and the pressure controller is electrically connected with the general controller 5; the bearing plate 4 is an integrated steel structure composed of a semicircular plate, a first rectangular plate and a second rectangular plate, and the semicircular plate and the second rectangular plate are arranged at the middle positions of the opposite two sides of the first rectangular plate; a hydraulic push rod through hole 20 is formed at the center position of the semicircular plate, and two fourth bolt holes 21 are symmetrically formed around the hydraulic push rod through hole 20; two die limiting holes 49 are symmetrically formed on the surface of the first rectangular plate, a plurality of mounting holes 19 are formed along the edges of the four edges of the surface of the first rectangular plate; four first bolt holes 16 for fixedly connecting the concrete storage tank 6, four second bolt holes 17 for fixedly connecting the booster pump 8 and four third bolt holes 18 for fixedly connecting the general controller 5 are formed on the surface of the second rectangular plate; the concrete storage tank 6 is in the shape of a cylinder; the top of the concrete storage tank 6 is provided with a concrete injection port 25, the bottom of the concrete storage tank 6 is provided with a concrete outflow pipe 23 for connecting with the pouring die and a pressure injection pipe 24 for connecting with the booster pump 8; two connecting plates are horizontally arranged at the bottom of the concrete storage tank 6, and each connecting plate is provided with a fifth bolt hole 22 at each end for connecting with the bearing plate 4; the pouring die is a steel pad anchor pier pouring die 13 or a concrete anchor pier pouring die 15; the steel pad anchor pier pouring die 13 or the concrete anchor pier pouring die 15 is placed on the bearing plate 4; the steel pad anchor pier pouring die 13 is an integrated structure composed of a square horizontal plate and four side plates; the side plate is an isosceles trapezoidal plate with a small upper part and a large lower part, an isosceles trapezoidal hole is formed on the upper part of the surface of each side plate, a second slurry outlet 46 and a second pressure relief port 48 are formed on the lower part of one of the side plates, a second injection adapter 30 is connected to the outer side of the second slurry outlet 46, and the second injection adapter 30 is connected with the concrete storage tank 6 through a pipeline; a second pressure relief valve 42 is connected to the outer side of the second pressure relief port 48, and the second pressure relief valve 42 is provided with a second wireless remote control switch, and the second wireless remote control switch is electrically connected with the general controller 5; the four side plates are connected to form an integrated structure, the top of the four side plates is connected with the horizontal plate, and the bottom of the four side plates is provided with a second sealing ring 34; a circular through hole is formed at the center position of the horizontal plate, a second connecting body 32 is connected to the outer side of the circular through hole, a second guide pipe 47 is connected to the inner side of the circular through hole, the second connecting body 32 and the second guide pipe 47 are connected in a hollow integrated structure in an up-down manner, the inner diameters of the second connecting body 32 and the second guide pipe 47 are the same, and the outer diameter of the second connecting body 32 is larger than the outer diameter of the second guide pipe 47; a second connection limiting mechanism is horizontally arranged on the inner side of the second connecting body 32;The concrete anchor pier pouring mold 15 is an integral structure composed of a horizontal plate and four side plates; the side plates are isosceles trapezoidal plates with the upper part smaller than the lower part, and an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate; a first slurry outlet 45 and a first pressure relief port 44 are formed in one of the side plates, the first slurry outlet 45 is connected with a first injection adapter 27 outside, the first injection adapter 27 is connected with the concrete storage tank 6 through a pipeline, the first pressure relief port 44 is connected with a first pressure relief valve 41 outside, the first pressure relief valve 41 is provided with a first wireless remote control switch, the first wireless remote control switch is connected with the general controller 5 through an electrical signal, the four side plates are connected to form an integral structure, the top of the four side plates is connected with the square horizontal plate, and the bottom of the four side plates is provided with a first sealing ring 33; a circular through hole is formed in the center of the horizontal plate, the first connecting body 29 is connected with the outside of the circular through hole, the first guide pipe 43 is connected with the inside of the circular through hole, the first connecting body 29 and the first guide pipe 43 are an integral structure in an up-down direction, and the inner diameters of the first connecting body 29 and the first guide pipe 43 are the same, the outer diameter of the first connecting body 29 is larger than the outer diameter of the first guide pipe 43; a first connecting limiting mechanism is horizontally arranged on the inner side of the first connecting body 29; the general controller 5 at least includes a shell, a data receiving module, a data sending module, a calculation module and a teach pendant; the data receiving module, the data sending module and the calculation module are arranged in the shell; the data sending module is connected with the data receiving module and the data sending module through an electrical signal; the data sending module and the data receiving module are connected with the slewing assembly 2, the traveling assembly 1, the booster pump 8, the hydraulic push rod 12 and the mechanical arm 14 through an electrical signal; the teach pendant is connected with the data receiving module through an electrical signal.

[0118] In the embodiment, the general controller 5 is connected in the third bolt hole 18 on the bearing plate 4 through the third bolt 35; the concrete storage tank 6 is connected in the first bolt hole 16 on the bearing plate 4 through the first bolt 7; the booster pump 8 is connected in the second bolt hole 17 on the bearing plate 4 through the fourth bolt 36; the hydraulic push rod 12 is arranged in the hydraulic push rod through hole 20 and connected in the fourth bolt hole 21 on the bearing plate 4 through the second bolt 11; the top of the hydraulic push rod 12 is provided with a seventh bolt hole 37, the mechanical arm 14 is connected on the hydraulic push rod 12 through the fifth bolt 38 through the seventh bolt hole 37.

[0119] The application comprises a bearing plate, a rotating assembly, a walking assembly, a concrete storage tank, a booster pump, a hydraulic push rod, a mechanical arm, a pouring mill, a general controller and a circuit controller. The anchor pier pouring is carried out by using the technical scheme, without the need of pre-erecting a steel pipe scaffold, so that the work efficiency is improved, and the safety hidden danger existing in erecting and dismounting the scaffold is avoided. The general controller controls the rotating assembly, the walking assembly, the booster pump, the pouring mill, the hydraulic push rod and other related components, so that the position adjustment of the anchor pier pouring device and the mechanical arm is accurately and efficiently implemented, and the anchor pier pouring construction is high-quality and efficient. The setting of the fence in the application ensures that the steel base plate anchor pier pouring mold or the concrete anchor pier pouring mold will not fall during the walking of the anchor pier pouring device, so that the pouring is smoothly implemented. The pressure relief valve is arranged on the pouring mill, so that the pressure is released during the pouring, the internal cavity of the mill is filled with concrete, and the construction quality of the pouring is ensured. The first guide pipe and the second guide pipe are arranged in the concrete anchor pier pouring mold or the steel base plate anchor pier pouring mold, so that the anchor cable pier head is not affected during the anchor pier pouring, and the construction quality is ensured.

[0120] Example eleven:

[0121] An anchor pier pouring method is adopted by using an anchor pier pouring device, and the specific steps are as follows,

[0122] Step one: input the pouring information into the general controller 5;

[0123] Step two: connect the concrete storage tank 6 with the pouring mill and the booster pump 8 respectively, and then pour the pouring concrete into the concrete storage tank 6;

[0124] Step three: the general controller 5 controls the walking assembly 1 to move the anchor pier pouring device as a whole to the anchor pier to be poured;

[0125] Step four: the general controller 5 controls the rotating assembly 2 and the hydraulic push rod 12 to adjust, so that the pouring mill connected to the mechanical arm 14 is tightly pressed on the rock surface outside the anchor pier to be poured;

[0126] Step five: the general controller 5 controls the booster pump 8 to pressurize the concrete storage tank 6, so that the pouring concrete in the concrete storage tank 6 is output to the pouring mill for pouring;

[0127] Step six: after the pouring is completed, the general controller 5 controls the mechanical arm 14 to be separated from the pouring mill, the general controller 5 controls the walking assembly 1 to turn to the next anchor pier to be poured, and when the poured anchor pier concrete is solidified, the pouring mill can be removed.

[0128] The above merely describes preferred embodiments of the present application and is not intended to limit the present application. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

[0129] In the case of no conflict, the skilled in the art can combine the technical features related in the above examples according to the actual situation to achieve the corresponding technical effects, and the specific combinations are not described one by one here.

[0130] It should be noted that all directional indications (such as upper, lower, left, right, front, back, etc.) in the embodiments of the present application are only used to explain the relative position relationship, movement condition, etc. between the components in a certain posture (as shown in the drawings), and if the certain posture changes, the directional indications will also change accordingly.

[0131] The above merely describes preferred embodiments of the present application and is not intended to limit the present application. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. An abutment pouring apparatus, characterized by: The utility model relates to a concrete pouring machine, which comprises a bearing plate (4), a rotating assembly (2) fixedly connected to the top of the bearing plate (4), a walking assembly (1) connected to the bearing plate (4) through the rotating assembly (2), a concrete storage tank (6) connected to the tail end of the bearing plate (4), a booster pump (8) connected to the bearing plate (4), a hydraulic push rod (12) vertically connected to the front end of the bearing plate (4) and provided with a lifting controller, a mechanical arm (14) connected to the output end of the hydraulic push rod (12), a pouring mill placed on the bearing plate (4) and connected to the front end of the mechanical arm (14) and connected to the concrete storage tank (6) through a pipeline during pouring, a general controller (5) connected to the bearing plate (4) and electrically connected to the rotating assembly (2), the walking assembly (1), the booster pump (8), the pouring mill, the lifting controller of the hydraulic push rod (12) and the mechanical arm (14), a circuit controller (3) connected to the walking assembly (1) and electrically connected to the walking assembly (1), the rotating assembly (2), the booster pump (8), the hydraulic push rod (12), the mechanical arm (14) and the general controller (5). The bearing plate (4) is an integrated steel structure composed of a semicircular plate, a first rectangular plate and a second rectangular plate, the semicircular plate and the second rectangular plate are arranged at the middle positions of the opposite sides of the first rectangular plate, a hydraulic push rod through hole (20) is formed in the center of the semicircular plate, two fourth bolt holes (21) are symmetrically formed around the hydraulic push rod through hole (20), two mold limiting holes (49) are symmetrically formed on the surface of the first rectangular plate, a plurality of mounting holes (19) are formed along the edges of the four edges of the surface of the first rectangular plate, four first bolt holes (16) for fixedly connecting the concrete storage tank (6), four second bolt holes (17) for fixedly connecting the booster pump (8) and four third bolt holes (18) for fixedly connecting the general controller (5) are formed on the surface of the second rectangular plate. The pouring mill is a steel pad anchor pier pouring mold (13) or a concrete anchor pier pouring mold (15), and the steel pad anchor pier pouring mold (13) or the concrete anchor pier pouring mold (15) is placed on the bearing plate (4). ​ ​ ​ ​ ​ ​ ​ ​ ​ ​ ​ The steel cushion anchor pier pouring mold (13) is an integral structure composed of a square horizontal plate and four side plates; the side plate is an isosceles trapezoidal plate with a small upper part and a large lower part, an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate, a second slurry outlet (46) and a second pressure relief port (48) are formed in the lower part of one of the side plates, the outer side of the second slurry outlet (46) is connected with a second injection adapter (30), the second injection adapter (30) is connected with a concrete storage tank (6) through a pipeline; the outer side of the second pressure relief port (48) is connected with a second pressure relief valve (42), a second wireless remote control switch is arranged on the second pressure relief valve (42), and the second wireless remote control switch is connected with a general controller (5) through an electrical signal; the four side plates are connected to form an integral structure at the side waist, the top thereof is connected with the horizontal plate, and the bottom thereof is provided with a second sealing ring (34); a circular through hole is formed in the center of the horizontal plate, the outer side of the circular through hole is connected with a second connecting body (32), the inner side of the circular through hole is connected with a second guide pipe (47), the second connecting body (32) and the second guide pipe (47) are connected in a hollow integral structure in an up-down mode, the inner diameters of the second connecting body (32) and the second guide pipe (47) are the same, the outer diameter of the second connecting body (32) is greater than that of the second guide pipe (47), and the length of the second guide pipe (47) is greater than that of the second connecting body (32); a second connection limiting mechanism is horizontally arranged on the upper inner side of the second connecting body (32); The concrete anchor pier pouring mold (15) is an integral structure composed of a horizontal plate and four side plates; the side plate is an isosceles trapezoidal plate with a small upper part and a large lower part, an isosceles trapezoidal hole is formed in the upper part of the plate surface of each side plate, a first slurry outlet (45) and a first pressure relief port (44) are formed in one of the side plates, the outer side of the first slurry outlet (45) is connected with a first injection adapter (27), the first injection adapter (27) is connected with a concrete storage tank (6) through a pipeline; the outer side of the first pressure relief port (44) is connected with a first pressure relief valve (41), a first wireless remote control switch is arranged on the first pressure relief valve (41), and the first wireless remote control switch is connected with a general controller (5) through an electrical signal; the four side plates are connected to form an integral structure at the side waist, the top thereof is connected with the horizontal plate, and the bottom thereof is provided with a first sealing ring (33); a circular through hole is formed in the center of the horizontal plate, the outer side of the circular through hole is connected with a first connecting body (29), the inner side of the circular through hole is connected with a first guide pipe (43), the first connecting body (29) and the first guide pipe (43) are connected in an integral structure in an up-down mode, the inner diameters of the first connecting body (29) and the first guide pipe (43) are the same, the outer diameter of the first connecting body (29) is greater than that of the first guide pipe (43); a first connection limiting mechanism is horizontally arranged on the upper inner side of the first connecting body (29); The length of the second guide pipe (47) in the steel cushion anchor pier pouring mold (13) is greater than the height of the cavity formed by the square horizontal plate and the four side plates; The traveling general controller is a track type; The second connecting limiting mechanism is composed of a connecting plate and four second limiting bodies (31), the connecting plate is horizontally arranged on the inner side of the upper portion of the second connecting body (32), and the four second limiting bodies (31) are vertically and symmetrically arranged on the upper surface of the connecting plate, and the arrangement positions of the four second limiting bodies (31) are matched with the connecting end of the mechanical arm (14).

2. The anchor block pouring apparatus of claim 1, wherein: The fence is arranged around the pouring mill, and is composed of a plurality of fence poles (9) and a plurality of fence columns (10). The plurality of fence columns (10) are vertically and spacedly arranged around the pouring mill, and the adjacent fence columns (10) are horizontally connected with the fence poles (9).

3. The abutment pouring apparatus of claim 1, wherein: The booster pump (8) is a vertical booster pump arranged on the bearing plate (4) between the concrete storage tank (6) and the pouring mill. The vertical booster pump is provided with a first connecting port (39) and a second connecting port (40). The vertical booster pump is provided with a pressure controller, and the pressure controller is electrically connected with the general controller (5).

4. The abutment pouring apparatus of claim 1, wherein: The concrete storage tank (6) is in a cylindrical shape. The top of the concrete storage tank (6) is provided with a concrete injection port (25), the bottom of the concrete storage tank (6) is provided with a concrete outflow pipe (23) for connecting with the pouring mill and a pressure injection pipe (24) for connecting with the booster pump (8), and the bottom of the concrete storage tank (6) is further provided with two connecting plates, each of which is provided with a fifth bolt hole (22) at each end for connecting with the bearing plate (4).

5. The abutment pouring apparatus of claim 1, wherein: The general controller (5) at least includes a shell, a data receiving module, a data sending module, a calculation module and a teach pendant. The data receiving module, the data sending module and the calculation module are arranged in the shell. The data sending module is electrically connected with the data receiving module and the data sending module. The data sending module and the data receiving module are electrically connected with the rotating assembly (2), the traveling assembly (1), the booster pump (8), the hydraulic push rod (12) and the mechanical arm (14). The teach pendant is electrically connected with the data receiving module.

6. A method of pouring an abutment, characterized in that, The anchor pier pouring device adopts the anchor pier pouring device according to any one of claims 1-5, and the specific steps are as follows, Step one: input the pouring information into the general controller (5); Step two: connect the concrete storage tank (6) with the pouring mill and the booster pump (8) respectively, and then inject the pouring concrete into the concrete storage tank (6); Step three: the general controller (5) controls the traveling assembly (1) to move the anchor pier pouring device to the anchor pier to be poured; Step four: the general controller (5) controls the rotating assembly (2) and the hydraulic push rod (12) to adjust, so that the pouring mill connected with the mechanical arm (14) is tightly pressed on the rock surface outside the anchor pier to be poured; Step five: the general controller (5) controls the booster pump (8) to pressurize the concrete storage tank (6), so that the pouring concrete in the concrete storage tank (6) is output to the pouring mill for pouring; Step six: after pouring is completed, the total controller (5) controls the mechanical arm (14) to be separated from the pouring mold, the total controller (5) controls the walking assembly (1) to turn to the next anchor pier to be poured; when the poured anchor pier concrete is solidified, the pouring mold can be removed.

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