High slope construction pouring equipment and pouring method thereof

Abstract

The invention discloses high slope construction pouring equipment and a pouring method thereof, and particularly relates to the field of pouring device.The pouring equipment comprises a pouring mechanical arm, a pouring pipe is arranged on the pouring mechanical arm, an inverted siphon and a plurality of formworks are installed on a high slope, and a pouring area is defined by the formworks; the corner part of the inverted siphon is located in the pouring area, and the pouring pipe is used for pouring concrete into the pouring area; an adjusting mechanism is arranged on the pouring mechanical arm and comprises a driving piece, and the driving piece is used for driving the pouring pipe to swing in a reciprocating mode to conduct pouring in the pouring area. By arranging the adjusting mechanism, during pouring, the chamfering part can be firstly poured, and then the side wall and the bottom plate part are poured, so that the problems that during pouring, the fluidity of concrete is limited, bubbles are easily trapped in the stagnation areas and are difficult to rise and discharge, and the compactness of the concrete is reduced are solved.

Description

Technical Field

[0001] The present invention relates to the technical field of casting equipment, and more specifically, to a high slope construction casting equipment and a casting method thereof. Background Art

[0002] Inverted siphon construction is a special construction technology, which is mainly used to realize the cross-flow of water in places with different elevations such as channels, rivers, roads, etc. In short, an inverted siphon is a pressure water pipeline that allows water to pass through a higher obstacle (such as roads, rivers, etc.) from a lower position without the need for external power, and then continue to flow to a lower position. High slope refers to the large slope or hillside that needs to be handled in the project due to the large terrain height difference. Under such complex terrain conditions, concrete pouring becomes more complicated and challenging.

[0003] At present, in the pouring construction of high slope concrete, the pouring construction is usually carried out by pouring chamfered side walls and then pouring the bottom plate. Pouring the chamfered side walls first can help to form a supporting frame structure in advance, provide additional stability for the subsequent pouring of the bottom plate, and effectively reduce the displacement risk of the formwork and the casting body when pouring the bottom plate, thereby improving the safety of the overall structure.

[0004] However, when pouring the chamfered side walls, the concrete will slide down the chamfered side walls to the chamfers, causing the concrete to accumulate in a slope at the chamfers. At this time, the concrete will continue to slide along the chamfered side walls, resulting in concrete sliding down the slope at the chamfers to the bottom plate. The lower layer of concrete is squeezed out under the influence of gravity from the upper layer, resulting in voids and gaps between the concrete layers. During the sliding process, the upper layer of concrete cannot fully fill the gaps between the lower layer of concrete. At the same time, under the obstruction of the steel bars, the fluidity of the concrete is limited, and bubbles are easily trapped in these stagnant areas, making it difficult to rise and discharge, resulting in a decrease in the density of the concrete. Summary of the invention

[0005] The invention provides a high slope construction pouring equipment and a pouring method thereof, and aims to solve the following problem: in the existing pouring construction method of pouring chamfered side walls first and then pouring bottom plates, when pouring the chamfered side walls, concrete will slide down along the chamfered side walls to the chamfers, so that the concrete will accumulate in a slope shape at the chamfers, and at this time, the concrete will continue to slide down along the chamfered side walls, so that the concrete will slide down along the slope shape at the chamfers to the bottom plate, and the lower layer of concrete will be squeezed out under the influence of the upper layer's gravity, resulting in voids and gaps between concrete layers, and during the sliding process, the upper layer of concrete cannot fully fill the gaps between the lower layer of concrete, and at the same time, under the obstruction of steel bars, the fluidity of the concrete is limited, and bubbles are easily trapped in these stagnant areas, making it difficult to rise and discharge, resulting in a decrease in the density of the concrete.

[0006] To achieve the above object, the present invention provides the following technical solutions: a high slope construction pouring equipment, comprising: a pouring mechanical arm, a pouring pipe is arranged on the pouring mechanical arm, an inverted siphon pipe and a plurality of templates are installed on the high slope, a pouring area is surrounded by the plurality of templates, a corner portion of the inverted siphon pipe is located in the pouring area, and the pouring pipe is used to pour concrete into the pouring area;

[0007] The pouring robot arm is provided with an adjustment mechanism, which includes a driving member for driving the pouring pipe to swing back and forth to pour in the pouring area. During the initial pouring, the discharge end of the pouring pipe points to the corner part in the pouring area.

[0008] In a preferred embodiment, the adjusting mechanism also includes a connecting shaft, which is rotatably arranged on the casting robot arm and fixedly connected to the casting pipe. A connecting bar is fixedly arranged on the output end of the driving member, a round shaft is arranged on the connecting bar, a connecting frame is fixedly arranged on the connecting shaft, and the round shaft is movably connected in the connecting frame.

[0009] In a preferred embodiment, the casting equipment also includes a material guiding mechanism, which includes a material guiding frame. The material guiding frame is located below the discharge end of the casting pipe, and a plurality of material guiding pipes are connected to the bottom of the material guiding frame. The material guiding mechanism pours concrete into the gap between the tied steel bars through the plurality of material guiding pipes.

[0010] In a preferred embodiment, two material guiding grooves are arranged on the material guiding frame, and a plurality of material guiding holes are opened on the two material guiding grooves, and the plurality of material guiding holes are connected with corresponding material guiding pipes.

[0011] In a preferred embodiment, a positioning assembly is also provided on the material guide frame, and the positioning assembly is used to fix the material guide frame above the casting area. The positioning assembly includes a side shaft, and the side shaft is arranged on the side of the material guide frame. The end of the side shaft is threadedly connected with a sleeve shaft, and a positioning rod is provided at the end of the sleeve shaft. The positioning rod is used to be inserted on the high slope for positioning.

[0012] In a preferred embodiment, the pouring equipment further comprises a vibrating mechanism, which comprises a vibrating motor, a vibrating rod is mounted at the output end of the vibrating motor, and the vibrating mechanism vibrates by extending the vibrating rod into the concrete.

[0013] In a preferred embodiment, the vibrating mechanism also includes a vertical adjustment component and an installation component. The vertical adjustment component includes a power component. The output end of the power component is connected to a connecting rod. The end of the connecting rod is fixedly connected to the vibrating rod. The installation component includes a mounting plate. The mounting plate is clamped on the template. The power component is installed on the mounting plate, and the internal thread of the mounting plate is connected to a screw rod, and a stop plate is installed at the end of the screw rod.

[0014] In a preferred embodiment, a barrier is provided on one side of the formwork close to the pouring area, and the barrier is used to separate the concrete from the formwork.

[0015] In a preferred embodiment, a fixing mechanism is provided on the template, and the fixing mechanism includes a positioning seat, and a driving component is installed in the positioning seat. The two output ends of the driving component are connected to a screw, and the two screws have the same pitch and opposite rotation direction. Two slides are slidably arranged in the positioning seat, and the two slides are connected to the corresponding screw threads. Two clamping strips are slidably arranged on the side away from each other of the two slides, and the two clamping strips are both trapezoidal in shape. Side grooves are opened on the side away from each other of the two slides, and the two clamping strips on the same side are slidably arranged in the corresponding side grooves, and elastic parts are arranged on the four clamping strips.

[0016] A casting method for high slope construction casting equipment comprises the following steps:

[0017] Step 1: Use the hoisting equipment to move the inverted siphon to the predetermined position on the high slope, then tie the steel bars, and then install the baffle on the template through the fixing mechanism, and then install the template to enclose a casting area, and then install and position the material guide mechanism through the positioning component;

[0018] Step 2: Extend the pouring pipe to the top of the material guide frame through the pouring robot arm, and make the discharge end of the pouring pipe point to one of the material guide holes, and the discharge end of the material guide hole points to the corner of the pouring area;

[0019] Step 3: Then pour the concrete, pour the concrete into the pouring area through the material guide frame and several material guide pipes, and vibrate the concrete through the vibrating mechanism during pouring, and under the action of the vertical adjustment component, the vibrating rod gradually moves upward as the pouring proceeds;

[0020] Step 4: After pouring, wait for the concrete to solidify, remove the formwork, and tear off the barriers.

[0021] The beneficial effects of the present invention are:

[0022] The present invention provides an adjusting mechanism so that during pouring, the chamfered portion can be poured first and then the side wall and bottom plate portions can be poured, so as to solve the problem that during pouring, the fluidity of concrete is limited, bubbles are easily trapped in these stagnant areas and are difficult to rise and discharge, resulting in a decrease in the density of the concrete.

[0023] The present invention provides a material guiding mechanism so that during pouring, concrete can be poured from the gaps between the steel bars into the pouring area, thereby solving the problem that the concrete directly falls onto the steel bars, causing the aggregate and the slurry to separate, resulting in uneven distribution of the aggregate and the slurry in the concrete after pouring, thus affecting the overall strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0025] Figure 2 It is a schematic diagram of the three-dimensional structure of the casting robot arm of the present invention.

[0026] Figure 3 It is a schematic diagram of the three-dimensional structure of the adjustment mechanism of the present invention.

[0027] Figure 4 It is a schematic diagram of the casting process of the regulating mechanism of the present invention.

[0028] Figure 5 It is a schematic diagram of the three-dimensional structure of the material guiding mechanism and the high slope of the present invention.

[0029] Figure 6 for Figure 5 Schematic diagram of the cross-sectional structure.

[0030] Figure 7 It is a schematic diagram of the three-dimensional structure of the material guiding mechanism of the present invention.

[0031] Figure 8 It is a three-dimensional structural schematic diagram of the vibrating mechanism of the present invention.

[0032] Fig. 9 It is a schematic cross-sectional structural diagram of the vibrating mechanism of the present invention.

[0033] Fig.10 It is a three-dimensional structural schematic diagram of the template and the barrier member of the present invention.

[0034] Fig.11 for Fig.10 Schematic diagram of the cross-sectional structure.

[0035] Fig.12 for Fig.11 Enlarged view of part A.

[0036] Fig.13 The present invention is a flow chart of the method.

[0037] The accompanying drawings are marked as follows: 1, high slope; 2, inverted siphon; 3, template; 4, casting mechanical arm; 41, casting pipe; 5, adjustment mechanism; 51, connecting shaft; 52, driving member; 53, connecting bar; 54, round shaft; 55, connecting frame; 6, material guide mechanism; 61, material guide frame; 62, material guide trough; 63, material guide hole; 64, material guide pipe; 65, positioning assembly; 651, side shaft; 652, sleeve shaft; 653, fixed Positioning rod; 7, vibrating mechanism; 71, vibrating motor; 72, vibrating rod; 73, vertical adjustment assembly; 731, power component; 732, connecting rod; 74, mounting assembly; 741, mounting plate; 742, screw; 743, abutment plate; 8, barrier; 9, fixing mechanism; 91, positioning seat; 92, driving component; 93, screw; 94, sliding seat; 941, side groove; 95, clamping strip; 96, elastic member. DETAILED DESCRIPTION

[0038] The present application is further described in detail below in conjunction with the accompanying drawings. It is necessary to point out here that the following specific implementation methods are only used to further illustrate the present application and cannot be understood as limiting the scope of protection of the present application. Technical personnel in this field can make some non-essential improvements and adjustments to the present application based on the above application content.

[0039] Refer to the instruction manual Figures 1 to 4 A high slope construction pouring equipment, comprising: a pouring mechanical arm 4, a pouring pipe 41 is arranged on the pouring mechanical arm 4, an inverted siphon pipe 2 and a plurality of templates 3 are installed on the high slope 1, a pouring area is surrounded by the plurality of templates 3, a corner part of the inverted siphon pipe 2 is located in the pouring area, and the pouring pipe 41 is used to pour concrete into the pouring area;

[0040] The pouring robot arm 4 is provided with an adjusting mechanism 5, which includes a driving member 52, which is used to drive the pouring pipe 41 to swing back and forth to pour in the pouring area, and during the initial pouring, the discharge end of the pouring pipe 41 points to the corner part in the pouring area.

[0041] It should be noted that there are four templates 3, which enclose an area, and the area is the pouring area. The driving member 52 can be a cylinder, and the cylinder drives the pouring pipe 41 to swing for pouring.

[0042] The specific implementation scenario is as follows: the inverted siphon pipe 2 is moved to a predetermined position on the high slope 1 by means of a hoisting device, and then the steel bars are tied and the formwork 3 is installed. Subsequently, the pouring robot arm 4 is controlled to extend the pouring pipe 41 to the top of the pouring area for pouring. Before pouring, the discharge end of the pouring pipe 41 is directed to the corner part in the pouring area, so that during the initial pouring, the concrete can be poured first to the corner part of the pouring area, and the concrete can be directly poured to the chamfered side wall part to solve the problem that the fluidity of the concrete is limited during pouring, and bubbles are easily trapped in these stagnant areas, making it difficult to rise and discharge, resulting in a decrease in the density of the concrete. After the pouring of the chamfered side wall part is completed, the pouring pipe 41 is driven by a cylinder to swing and the side wall and the bottom plate part are poured again to complete the pouring.

[0043] For further information, please refer to the attached manual. Figure 3 The adjusting mechanism 5 also includes a connecting shaft 51, which is rotatably arranged on the pouring robot arm 4 and fixedly connected to the pouring pipe 41. A connecting bar 53 is fixedly arranged on the output end of the driving member 52, and a round shaft 54 ​​is arranged on the connecting bar 53. A connecting frame 55 is fixedly arranged on the connecting shaft 51, and the round shaft 54 ​​is movably connected in the connecting frame 55.

[0044] It should be noted that the driving member 52 is a motor, which drives the connecting bar 53 to drive the round shaft 54 ​​to perform orbital motion, so that the round shaft 54 ​​can move in the connecting frame 55 while performing orbital motion, so that the round shaft 54 ​​can drive the connecting frame 55 to swing back and forth, thereby driving the pouring pipe 41 to swing back and forth through the connecting shaft 51 for pouring.

[0045] In the above technical scheme, since the construction and pouring of the inverted siphon usually requires higher strength, more steel bars are required for binding compared to general pouring construction. Therefore, in the steel bar binding stage before pouring, the bound steel bars are relatively dense, and in the pouring process, since the pouring of concrete needs to be poured from the top of the pouring area to the pouring area, and the pouring area is relatively densely tied with steel bars, during pouring, the concrete will pass through the steel bars and then fall to the bottom of the pouring area. In addition, concrete usually includes aggregate and slurry. When the concrete passes through the steel bars, the steel bars will block the aggregate in the concrete. As the concrete falls, the aggregate in the concrete is often easy to flow to other positions due to the obstruction of the steel bars, and the concrete used for pouring is usually a uniform mixture of aggregate and slurry, which will lead to the problem that there will be more aggregate in some positions and more slurry in other positions after pouring, resulting in uneven aggregate and slurry in the pouring area, affecting the overall strength. For this reason, the present invention proposes a material guiding mechanism 6 for guiding the concrete to fall from the gap between the steel bars.

[0046] For details, please refer to the attached manual. Figures 5 to 7The pouring equipment also includes a material guiding mechanism 6, which includes a material guiding frame 61. The material guiding frame 61 is located below the discharge end of the pouring pipe 41, and a plurality of material guiding pipes 64 are connected to the bottom of the material guiding frame 61. The material guiding mechanism 6 pours concrete into the gap between the tied steel bars through the plurality of material guiding pipes 64. Two material guiding troughs 62 are provided on the material guiding frame 61, and a plurality of material guiding holes 63 are opened on the two material guiding troughs 62. The plurality of material guiding holes 63 are connected to the corresponding material guiding pipes 64.

[0047] It should be noted that the discharge ends of several material guide pipes 64 point to the gaps between the corresponding steel bars. During pouring, the concrete is first poured into the material guide frame 61 through the pouring pipe 41, and then the concrete is poured into the pouring area through several material guide pipes 64, and the concrete enters the pouring area from the gaps between the tied steel bars, which solves the problem of concrete falling directly onto the steel bars and causing separation of aggregate and slurry.

[0048] It should also be noted that in order to ensure that the chamfered part is cast first, the casting tube 41 is tilted first during casting, and the discharge end of the casting tube 41 points to a material guide hole 63, and the final direction of the material guide hole 63 is toward the chamfered position, so that it can complete the effect of casting the chamfered part first. After the casting of the chamfered part is completed, the casting tube 41 can be driven to swing, so that it can cast other positions in the casting area.

[0049] For further information, please refer to the attached manual. Figure 7 A positioning assembly 65 is also provided on the material guide frame 61. The positioning assembly 65 is used to fix the material guide frame 61 above the casting area. The positioning assembly 65 includes a side shaft 651. The side shaft 651 is set on the side of the material guide frame 61. The end of the side shaft 651 is threadedly connected with a sleeve shaft 652. The end of the sleeve shaft 652 is provided with a positioning rod 653. The positioning rod 653 is used to be inserted on the high slope 1 for positioning.

[0050] It should be noted that the threaded connection between the side shaft 651 and the sleeve shaft 652 allows the height of the guide frame 61 to be adjusted by rotating the sleeve shaft 652. After the adjustment is completed, the positioning rod 653 can be inserted into the high slope 1 for positioning and fixing.

[0051] For further information, please refer to the attached manual. Figure 8 The pouring equipment further comprises a vibrating mechanism 7, which comprises a vibrating motor 71. A vibrating rod 72 is mounted at the output end of the vibrating motor 71. The vibrating mechanism 7 vibrates by extending the vibrating rod 72 into the concrete.

[0052] It should be noted that the vibrating rod 72 is placed in the poured concrete to vibrate the concrete to remove air bubbles.

[0053] In the above technical solution, when concrete passes through the guide pipe 64 and enters the bottom of the pouring area from the gap between the tied steel bars, the concrete entering the bottom of the pouring area will flow horizontally and gradually fill the pouring area as the concrete is poured. However, since the steel bars in the pouring area are relatively dense, the concrete needs to bypass the obstacles when flowing through this area due to the obstruction of the steel bars, which is still prone to cause the problem of air bubbles being trapped and unable to be discharged. At present, the vibration of concrete is usually carried out after the pouring is completed. At this time, it is difficult to vibrate the concrete at a deep place. For this reason, the present invention provides a vertical adjustment component 73, which is used to vibrate the concrete while pouring to remove bubbles.

[0054] For details, please refer to the attached manual. Fig. 9 The vibrating mechanism 7 further includes a vertical adjustment component 73 and a mounting component 74. The vertical adjustment component 73 includes a power component 731. The output end of the power component 731 is connected to a connecting rod 732. The end of the connecting rod 732 is fixedly connected to the vibrating rod 72.

[0055] It should be noted that the power component 731 is a cylinder. During the pouring process, the cylinder drives the connecting rod 732 to drive the vibrating rod 72 to gradually move upward, so that it can be vibrated synchronously with the pouring to remove bubbles.

[0056] Furthermore, the vibrating mechanism 7 also includes a mounting assembly 74, which includes a mounting plate 741, which is clamped on the template 3, the power component 731 is installed on the mounting plate 741, and the mounting plate 741 is internally threadedly connected to a screw rod 742, and a stop plate 743 is installed at the end of the screw rod 742.

[0057] It should be noted that the mounting plate 741 can be fixed by clamping the mounting plate 741 on the template 3 and then rotating the screw 742 to drive the abutment plate 743 to abut against the template 3.

[0058] In the above technical scheme, in order to solve the problem that when concrete flows in the pouring area, it is easy for the concrete to bypass the dense steel bars when flowing through the steel bars, which may cause bubbles to be trapped and unable to be discharged, a vibration is performed synchronously with the pouring process to discharge the bubbles. However, during the vibration process of the concrete, the concrete will be kept in a vibrating state. At present, in order to facilitate the removal of the formwork 3, a release agent is usually applied to the side of the formwork 3 close to the pouring area to form a thin film on the formwork 3. However, under the continuous vibration of the concrete, continuous friction will be generated between the concrete and the film, causing wear of the film. For this reason, the present invention proposes a barrier member 8 to solve the above problem.

[0059] For details, please refer to the attached manual. Fig.10A barrier 8 is provided on one side of the formwork 3 close to the pouring area, and the barrier 8 is used to separate the concrete from the formwork 3.

[0060] It should be noted that the barrier 8 is a polyethylene film, which has good water resistance and low adhesion. The water-cement ratio of the concrete will not be affected by its water resistance, and the partition 8 can be easily torn off from the concrete surface by its low adhesion.

[0061] For further information, please refer to the attached manual. Fig.11 and Fig.12 A fixing mechanism 9 is provided on the template 3, and the fixing mechanism 9 includes a positioning seat 91. A driving component 92 is installed in the positioning seat 91. Both output ends of the driving component 92 are connected to screw rods 93, and the two screw rods 93 have the same pitch and opposite rotation directions. Two slide seats 94 are slidably provided in the positioning seat 91. The two slide seats 94 are threadedly connected with the corresponding screw rods 93. Two clamping strips 95 are slidably provided on the side away from the two slide seats 94, and the two clamping strips 95 are both trapezoidal. Side grooves 941 are opened on the side away from the two slide seats 94. The two clamping strips 95 on the same side are slidably provided in the corresponding side grooves 941, and elastic members 96 are provided on the four clamping strips 95.

[0062] It should be noted that the driving component 92 is a dual-axis motor, and the elastic member 96 is a spring. The dual-axis motor drives the two screw rods 93 to rotate simultaneously, so that they are connected to the threaded connection of the slide 94 and the screw rod 93, so that they can drive the two slides 94 to move closer to each other. When the two slides 94 move closer to each other, they can drive the clamping strips 95 on both sides to move closer to each other. Since the clamping strips 95 are arranged in a trapezoidal shape, the two clamping strips 95 on the same side can be moved closer to each other and the corresponding springs can be stretched, so that the two ends of the barrier 8 can be clamped. After clamping the two ends of the barrier 8, the two slides 94 continue to move closer to each other, so that the barrier 8 can be tightened and flattened, and fixedly attached to one side of the template 3, so that the barrier 8 can be conveniently fixed on the template 3, and when the template 3 is removed, the two screw rods 93 can be driven by the dual-axis motor to rotate in the opposite direction to release the fixation on the barrier 8, and then the template 3 can be removed and the barrier 8 can be torn off, so that the template 3 can be easily removed and it is not easy to stick to the concrete during removal.

[0063] Refer to the instruction manual Fig.13 , a casting method for high slope construction casting equipment, comprising the following steps:

[0064] Step 1: Use the hoisting equipment to move the inverted siphon 2 to the predetermined position on the high slope 1, then tie the steel bars, and then install the barrier 8 on the template 3 through the fixing mechanism 9, and then install the template 3 so that the template 3 encloses a pouring area, and then install and position the material guide mechanism 6 through the positioning component 65;

[0065] Step 2: Extend the pouring pipe 41 to the top of the material guide frame 61 through the pouring robot arm 4, and make the discharge end of the pouring pipe 41 point to one of the material guide holes 63, and the discharge end of the material guide hole 63 points to the corner of the pouring area;

[0066] Step 3: Then pour the concrete, so that the concrete is poured into the pouring area through the material guide frame 61 and the plurality of material guide pipes 64, and the concrete is vibrated by the vibrating mechanism 7 during the pouring, and at the same time, under the action of the vertical adjustment component 73, the vibrating rod 72 gradually moves upward as the pouring proceeds;

[0067] Step 4: After pouring is completed, wait for the concrete to solidify, remove the formwork 3, and tear off the barrier 8.

[0068] The above embodiments only express several implementation methods of the present invention, and the descriptions thereof are relatively specific and detailed, but they cannot be understood as limiting the scope of the present invention. It should be pointed out that, for those of ordinary skill in the art, several variations and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present invention.

Claims

1. A high slope construction pouring equipment, characterized in that: include: A pouring mechanical arm (4), wherein a pouring pipe (41) is arranged on the pouring mechanical arm (4), an inverted siphon pipe (2) and a plurality of templates (3) are installed on the high slope (1), a pouring area is formed between the plurality of templates (3), a corner portion of the inverted siphon pipe (2) is located in the pouring area, and the pouring pipe (41) is used to pour concrete into the pouring area; The pouring robot arm (4) is provided with an adjustment mechanism (5), the adjustment mechanism (5) comprising a driving member (52), the driving member (52) being used to drive the pouring pipe (41) to swing back and forth to perform pouring in the pouring area, and during the initial pouring, the discharge end of the pouring pipe (41) points to a corner portion in the pouring area.

2. A high slope construction pouring equipment according to claim 1, characterized in that: The adjustment mechanism (5) further comprises a connecting shaft (51), the connecting shaft (51) being rotatably arranged on the pouring mechanical arm (4), and the connecting shaft (51) being fixedly connected to the pouring pipe (41), a connecting bar (53) being fixedly arranged at the output end of the driving member (52), a round shaft (54) being arranged on the connecting bar (53), a connecting frame (55) being fixedly arranged on the connecting shaft (51), and the round shaft (54) being movably connected in the connecting frame (55).

3. A high slope construction pouring equipment according to claim 2, characterized in that: The pouring equipment further comprises a material guiding mechanism (6), the material guiding mechanism (6) comprising a material guiding frame (61), the material guiding frame (61) being located below the discharge end of the pouring pipe (41), and a plurality of material guiding pipes (64) being connected to the bottom of the material guiding frame (61), the material guiding mechanism (6) pours concrete into the gaps between the tied steel bars through the plurality of material guiding pipes (64).

4. A high slope construction pouring equipment according to claim 3, characterized in that: The material guide frame (61) is provided with two material guide grooves (62), and the two material guide grooves (62) are both provided with a plurality of material guide holes (63), and the plurality of material guide holes (63) are connected to corresponding material guide pipes (64).

5. A high slope construction pouring equipment according to claim 4, characterized in that: The material guide frame (61) is also provided with a positioning assembly (65), and the positioning assembly (65) is used to fix the material guide frame (61) above the casting area. The positioning assembly (65) includes a side shaft (651), and the side shaft (651) is arranged on the side of the material guide frame (61). The end of the side shaft (651) is threadedly connected with a sleeve shaft (652), and the end of the sleeve shaft (652) is provided with a positioning rod (653), and the positioning rod (653) is used to be inserted on the high slope (1) for positioning.

6. A high slope construction pouring equipment according to claim 5, characterized in that: The pouring equipment further comprises a vibrating mechanism (7), wherein the vibrating mechanism (7) comprises a vibrating motor (71), a vibrating rod (72) being installed at the output end of the vibrating motor (71), and the vibrating mechanism (7) vibrates by extending the vibrating rod (72) into the concrete.

7. A high slope construction pouring equipment according to claim 6, characterized in that: The vibrating mechanism (7) further comprises a vertical adjustment component (73) and a mounting component (74), wherein the vertical adjustment component (73) comprises a power component (731), wherein the output end of the power component (731) is connected to a connecting rod (732), wherein the end of the connecting rod (732) is fixedly connected to the vibrating rod (72), and the mounting component (74) comprises a mounting plate (741), wherein the mounting plate (741) is clamped on the template (3), wherein the power component (731) is mounted on the mounting plate (741), and the mounting plate (741) is internally threadedly connected to a screw rod (742), and a stop plate (743) is mounted on the end of the screw rod (742).

8. The high slope construction pouring equipment and pouring method according to claim 7, characterized in that: A barrier (8) is provided on one side of the formwork (3) close to the pouring area, and the barrier (8) is used to separate the concrete from the formwork (3).

9. A high slope construction pouring equipment according to claim 8, characterized in that: The template (3) is provided with a fixing mechanism (9), the fixing mechanism (9) comprising a positioning seat (91), a driving component (92) being installed in the positioning seat (91), two output ends of the driving component (92) being connected to a screw rod (93), and the two screw rods (93) have the same pitch and opposite rotation directions, two slide seats (94) are slidably arranged in the positioning seat (91), the two slide seats (94) are threadedly connected to the corresponding screw rods (93), two clamping strips (95) are slidably arranged on the side away from each other of the two slide seats (94), and the two clamping strips (95) are both arranged in a trapezoidal shape, a side groove (941) is opened on the side away from each other of the two slide seats (94), and two clamping strips (95) located on the same side are slidably arranged in the corresponding side groove (941), and elastic members (96) are arranged on the four clamping strips (95).

10. A method for casting high slope construction casting equipment as claimed in claim 9, characterized in that: The following steps are involved: Step 1: Use a hoisting device to move the inverted siphon pipe (2) to a predetermined position on the high slope (1), then tie the steel bars, and then install the barrier (8) on the template (3) through the fixing mechanism (9), and then install the template (3) to make the template (3) enclose a casting area, and then install and position the material guide mechanism (6) through the positioning component (65); Step 2: Extend the pouring pipe (41) to the top of the material guide frame (61) through the pouring robot arm (4), and make the discharge end of the pouring pipe (41) point to one of the material guide holes (63), and the discharge end of the material guide hole (63) points to the corner of the pouring area; Step 3, then pouring concrete, pouring the concrete into the pouring area through the material guide frame (61) and the plurality of material guide pipes (64), and vibrating the concrete through the vibrating mechanism (7) while pouring, and at the same time, under the action of the vertical adjustment component (73), the vibrating rod (72) gradually moves upwards as the pouring proceeds; Step 4: After pouring is completed, wait for the concrete to solidify, remove the formwork (3), and tear off the barrier (8).

Images