Novel pile foundation construction stabilizing device for water conservancy project

Abstract

The invention discloses a novel pile foundation construction stabilizing device for a water conservancy project, and relates to the technical field of pile foundation construction, the novel pile foundation construction stabilizing device comprises a cross-shaped through seat and a pouring funnel, the cross-shaped through seat sleeves the outer wall of the pouring funnel, two groups of opposite gathering supporting mechanisms are arranged at the top end of the cross-shaped through seat, and the pouring funnel is located between the two groups of opposite gathering supporting mechanisms; the outer wall of the filling funnel is connected with a square plate in a sleeving manner, a lifting auxiliary mechanism is arranged between the outer wall of the square plate and the top end of the cross-shaped through seat, the bottom end of the cross-shaped through seat is fixedly connected with two pairs of supporting seats, and the bottom ends of the two pairs of supporting seats are fixedly connected with self-locking universal wheels. According to the structure, supporting and fixing of the pouring funnel can be assisted and reinforced from the bottom position and the top position, the pouring funnel is not prone to shaking and shifting under pouring impact of concrete, stability is guaranteed, accurate pouring of the concrete is facilitated, and the pile foundation construction stability is further improved.

Description

Technical Field

[0001] The invention relates to the technical field of pile foundation construction, in particular to a novel pile foundation construction stabilizing device for water conservancy projects. Background Art

[0002] In water conservancy projects, pile foundations are often needed to provide additional support for hydraulic structures. The construction of pile foundations in water conservancy projects is achieved through on-site drilling, placement of steel cages, installation of conduits, and pouring and filling. The completed pile foundations can enhance the stability and bearing capacity of the structures of these hydraulic structures, ensuring the safety, stability, and durability of water conservancy projects.

[0003] At present, in the pouring process of pile foundation construction, after the funnel is connected to the conduit, concrete is poured into the conduit through the funnel. However, the funnel fixing support structure in the prior art is relatively simple, which makes the funnel easy to shake or even tilt when impacted by the pouring of concrete, and is not stable enough, thereby affecting the pouring of concrete and further affecting the stability of the pile foundation construction. For this reason, the present invention proposes a new type of pile foundation construction stabilization device for water conservancy projects. Summary of the invention

[0004] The purpose of the present invention is to make up for the deficiencies of the prior art and to provide a new type of pile foundation construction stabilization device for water conservancy projects.

[0005] To achieve the above-mentioned objectives, the present invention provides the following technical solutions: a new type of pile foundation construction stabilization device for water conservancy projects, comprising a cross seat and a pouring funnel, the cross seat being sleeved on the outer wall of the pouring funnel, two groups of opposite gathering support mechanisms being provided at the top of the cross seat, and the pouring funnel being located between the two groups of opposite gathering support mechanisms, the outer wall of the pouring funnel being sleeved with a square plate, and a lifting auxiliary mechanism being provided between the outer wall of the square plate and the top of the cross seat, the bottom end of the cross seat being fixedly connected with two pairs of support seats, and the bottom ends of the two pairs of support seats being fixedly connected with self-locking universal wheels, the outer walls of the two pairs of support seats being opened with mounting grooves, and a descending docking mechanism being provided inside the mounting grooves, the pouring funnel being located in the middle of the descending docking mechanism, the outer walls of the two pairs of support seats being provided with a grounding support mechanism, a plurality of chimeric reinforcement mechanisms being provided at the bottom end of the cross seat, and the chimeric reinforcement mechanisms being located between the pouring funnel and the support seat.

[0006] As a preferred solution of the present invention, the descending docking mechanism includes a pair of servo motors, and the pair of servo motors are respectively fixedly connected to the bottom ends of a pair of mounting grooves located in the horizontal direction, the output ends of the pair of servo motors are fixedly connected with threaded rods, and the top ends of the threaded rods are rotatably connected to the top ends of the mounting grooves, the outer walls of the pair of threaded rods are threadedly connected with movable nuts, the outer wall of the perfusion funnel is fixedly connected with an annular plate, and the outer wall of the annular plate is fixedly connected with two pairs of connecting straight plates, and the ends of the pair of connecting straight plates located in the horizontal direction that are far away from each other are respectively fixedly connected to the outer walls of a pair of movable nuts.

[0007] As a preferred solution of the present invention, a built-in rod is fixedly connected between the inner walls of a pair of the mounting grooves located in the front-to-back direction, and a movable sleeve block is provided on the outer wall of the built-in rod, and the ends of the pair of movable sleeve blocks that are close to each other are respectively fixedly connected to the ends of a pair of connecting straight plates located in the front-to-back direction that are far away from each other.

[0008] As a preferred solution of the present invention, the multiple grounding support mechanisms each include a pair of L-shaped rods, a pair of movable through grooves are excavated between the support seat and the mounting through groove, and the adjacent ends of the pair of L-shaped rods respectively pass through the pair of movable through grooves and extend into the mounting through grooves, the adjacent ends of the two pairs of L-shaped rods located on the same side are respectively fixedly connected to the outer walls of the movable nut and the movable sleeve block, the bottom ends of the pair of L-shaped rods are fixedly connected to the grounding support plate, and a pair of triangular plates are fixedly connected between the top of the grounding support plate and the outer wall of the L-shaped rod.

[0009] As a preferred solution of the present invention, multiple interlocking reinforcement mechanisms each include a pair of hanging plates fixedly connected to the bottom end of the cross seat, a U-shaped plate fixedly connected between the bottom ends of the pair of hanging plates, magnet blocks embedded in the inner bottom end of the U-shaped plate and the bottom end of the connecting straight plate, and the adjacent ends of the pair of magnet blocks attract each other, a plurality of pairs of evenly distributed first clamping blocks fixedly connected to the inner wall of the U-shaped plate, a plurality of pairs of evenly distributed second clamping blocks fixedly connected to the outer wall of the connecting straight plate, and a plurality of first clamping blocks and second clamping blocks are alternately engaged.

[0010] As a preferred solution of the present invention, the lifting auxiliary mechanism includes four pairs of sliding sleeves, four pairs of sliding grooves are drilled on the top of the cross seat, and the inner walls of the sliding grooves are fixedly connected with round rods, the sliding sleeves are sleeved on the outer walls of the round rods and are slidably connected to the inner walls of the sliding grooves, the outer walls of the round rods are sleeved with springs, one end of the spring is fixedly connected to one end of the sliding sleeves, and the other end of the spring is fixedly connected to the inner wall of the sliding groove, and movable inclined rods are provided between the tops of the four pairs of sliding sleeves and the outer walls of the square plates.

[0011] As a preferred solution of the present invention, the top ends of the four pairs of sliding sleeves are fixedly connected with a pair of first fixing plates, the outer walls of the square plates are fixedly connected with four pairs of second fixing plates, one end of the movable oblique rod is rotatably connected to the opposite sides of the pair of first fixing plates, and the other end of the movable oblique rod is rotatably connected to the opposite sides of the pair of second fixing plates.

[0012] As a preferred solution of the present invention, the gathering support mechanism includes four pairs of fixed plates that are fixedly connected to the top of the cross seat, a deflection support frame is fixedly connected between the opposite sides of a pair of the fixed plates, and a gear is fixedly connected between the inner walls of the deflection support frame, a flexible buffer bag is fixedly connected to the top of the deflection support frame, and the flexible buffer bag is in close contact with the outer wall of the perfusion funnel, a movable connecting frame is fixedly connected between one ends of two of the first fixed plates located on the same side, and a rack plate is fixedly connected to one end of the movable connecting frame, and the rack plate is meshingly connected to the gear.

[0013] As a preferred solution of the present invention, a buffer fluid is provided inside the flexible buffer bag, and the initial state of the buffer fluid is a soft state.

[0014] Compared with the prior art, this new type of pile foundation construction stabilization device for water conservancy projects has the following beneficial effects: 1. The present invention can drive the pouring funnel to move downward steadily in the vertical direction through the setting of the descending docking mechanism in conjunction with the lifting auxiliary mechanism, and is not prone to displacement, so as to facilitate the precise docking of the pouring funnel and the conduit, thereby facilitating subsequent concrete pouring and pile foundation construction.

[0015] 2. The present invention provides a grounding support mechanism, which can drive multiple pairs of grounding support plates to move synchronously and contact the ground during the process of the pouring funnel descending and docking with the conduit, and play a role of auxiliary support, thereby reinforcing the supporting and fixing effect of the cross seat, so that the cross seat remains stable during the concrete pouring process and is not easily affected by it, thereby effectively improving the stability of the pile foundation construction.

[0016] 3. The present invention, through the provision of an interlocking reinforcement mechanism and a gathering support mechanism, can assist and reinforce the support and fixation of the pouring funnel from both the bottom and top positions, thereby preventing the pouring funnel from shaking and shifting under the impact of concrete pouring, ensuring stability, facilitating accurate concrete pouring, and further improving the stability of pile foundation construction.

[0017] Other advantages, objectives and features of the present invention will be set forth in part in the following description and, in part, will be apparent to those skilled in the art based on an examination of the following or may be taught from the practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the present invention; Figure 2 It is a partial bottom view structural schematic diagram of the present invention; Figure 3 It is a three-dimensional structural schematic diagram of the descending docking mechanism and the grounding support mechanism in the present invention; Figure 4 It is a schematic diagram of the three-dimensional structure of the embedded reinforcement mechanism in the present invention when viewed from above; Figure 5 It is a schematic diagram of the partial split structure of the embedded reinforcement mechanism in the present invention; Figure 6 It is a three-dimensional structural schematic diagram of the lifting auxiliary mechanism in the present invention; Figure 7 It is a partial structural schematic diagram of the lifting auxiliary mechanism in the present invention; Figure 8 It is a three-dimensional structural schematic diagram of the lifting auxiliary mechanism and the gathering support mechanism in the present invention; Fig. 9 It is a schematic diagram of the partial disassembled structure of the gathering support mechanism in the present invention.

[0019] In the figure: 1, cross seat; 2, pouring funnel; 3, square plate; 4, support seat; 5, self-locking universal wheel; 6, installation slot; 7, lowering docking mechanism; 701, servo motor; 702, threaded rod; 703, moving nut; 704, connecting straight plate; 705, annular plate; 706, built-in rod; 707, moving sleeve block; 8, grounding support mechanism; 801, L-shaped rod; 802, moving slot; 803, grounding support plate; 804, triangular plate; 9, embedded reinforcement mechanism; 901, hanging plate; 902 , U-shaped plate; 903, magnet block; 904, first clamping block; 905, second clamping block; 10, lifting auxiliary mechanism; 1001, sliding sleeve block; 1002, sliding through groove; 1003, round rod; 1004, spring; 1005, movable diagonal rod; 1006, first fixed plate; 1007, second fixed plate; 11, gathering support mechanism; 1101, fixed plate; 1102, gear; 1103, deflection support frame; 1104, flexible buffer bag; 1105, rack plate; 1106, movable connecting frame. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0021] like Figure 1-Figure 9 As shown, the present invention provides a technical solution: a new type of pile foundation construction stabilization device for water conservancy projects, comprising a cross seat 1 and a pouring funnel 2, the cross seat 1 is sleeved on the outer wall of the pouring funnel 2, two groups of opposite gathering support mechanisms 11 are provided at the top of the cross seat 1, and the pouring funnel 2 is located in the middle of the two groups of opposite gathering support mechanisms 11, the outer wall of the pouring funnel 2 is sleeved with a square plate 3, and a lifting auxiliary mechanism 10 is provided between the outer wall of the square plate 3 and the top of the cross seat 1, two pairs of support seats 4 are fixedly connected to the bottom end of the cross seat 1, and the bottom ends of the two pairs of support seats 4 are fixedly connected with self-locking universal wheels 5, the outer walls of the two pairs of support seats 4 are excavated with installation grooves 6, and the interior of the installation grooves 6 is provided with a descending docking mechanism 7, the pouring funnel 2 is located in the middle of the descending docking mechanism 7, the outer walls of the two pairs of support seats 4 are provided with a grounding support mechanism 8, and a plurality of chimeric reinforcement mechanisms 9 are provided at the bottom end of the cross seat 1, and the chimeric reinforcement mechanism 9 is located between the pouring funnel 2 and the support seat 4.

[0022] According to the overall structure of the device, the descending docking mechanism 7 can drive the pouring funnel 2 to move downward smoothly with the assistance of the lifting auxiliary mechanism 10 and dock with the conduit. At the same time, the descending docking mechanism 7 moves downward synchronously until it contacts the ground, supporting and assisting the two pairs of support seats 4, reinforcing the supporting and fixing effect of the cross seat 1, so that the cross seat 1 remains stable during the concrete pouring process, and multiple interlocking reinforcement mechanisms 9 reinforce the connection and fixation between the descending docking mechanism 7 and the pouring funnel 2 from the bottom of the pouring funnel 2, so that the connection and fixation are tighter and less likely to shake and shift during the concrete pouring process. At the same time, the gathering support mechanism 11 assists in supporting the pouring funnel 2 from the top of the pouring funnel 2, reinforces the stability of the pouring funnel 2, and prevents the pouring funnel 2 from shaking and shifting under the impact of concrete pouring, so as to facilitate the precise pouring of concrete and effectively improve the stability of pile foundation construction.

[0023] like Figure 1-Figure 5As shown, the descending docking mechanism 7 includes a pair of servo motors 701, and the pair of servo motors 701 are respectively fixedly connected to the bottom ends of a pair of mounting slots 6 located in the horizontal direction, the output ends of the pair of servo motors 701 are fixedly connected with threaded rods 702, and the top ends of the threaded rods 702 are rotatably connected to the top ends of the mounting slots 6, the outer walls of the pair of threaded rods 702 are threadedly connected with movable nuts 703, the outer wall of the perfusion funnel 2 is fixedly connected with an annular plate 705, and the outer wall of the annular plate 705 is fixedly connected with two pairs of connecting straight plates 704, the ends of the pair of connecting straight plates 704 located in the horizontal direction that are away from each other are respectively fixedly connected to the outer walls of the pair of moving nuts 703, the inner walls of the pair of mounting slots 6 located in the front-to-back direction are fixedly connected with built-in rods 706, and the outer walls of the built-in rods 706 are sleeved with movable sleeve blocks 707, and the ends of the pair of movable sleeve blocks 707 that are close to each other are respectively fixedly connected with the ends of the pair of connecting straight plates 704 located in the front-to-back direction that are away from each other.

[0024] By setting the descending docking mechanism 7, the servo motor 701 drives the threaded rod 702 to rotate, so that it drives the moving nut 703 to move downward. The moving nut 703 drives the perfusion funnel 2 to move downward with the assistance of the moving sleeve block 707 through the connecting straight plate 704, so as to accurately dock with the catheter.

[0025] like Figure 1-Figure 3 As shown, multiple grounding support mechanisms 8 each include a pair of L-shaped rods 801, a pair of movable through grooves 802 are excavated between the support seat 4 and the mounting through groove 6, and the adjacent ends of the pair of L-shaped rods 801 respectively pass through the pair of movable through grooves 802 and extend into the mounting through groove 6, and the adjacent ends of the two pairs of L-shaped rods 801 located on the same side are respectively fixedly connected to the outer walls of the movable nut 703 and the movable sleeve block 707, the bottom ends of the pair of L-shaped rods 801 are fixedly connected to the grounding support plate 803, and a pair of triangular plates 804 are fixedly connected between the top of the grounding support plate 803 and the outer wall of the L-shaped rod 801.

[0026] Through the setting of the grounding support mechanism 8, the four pairs of L-shaped rods 801 move synchronously with the two pairs of movable nuts 703 and the movable sleeve blocks 707, respectively, driving the grounding support plate 803 to move downward until it contacts the ground, thereby assisting the support and fixation of the support seat 4, reinforcing the support and fixation effect of the cross seat 1, and keeping the cross seat 1 stable during the concrete pouring process.

[0027] like Figure 1-Figure 2 and Figure 4-Figure 5As shown, multiple interlocking reinforcement mechanisms 9 each include a pair of hanging plates 901 fixedly connected to the bottom end of the cross seat 1, a U-shaped plate 902 is fixedly connected between the bottom ends of the pair of hanging plates 901, a magnet block 903 is embedded and connected to the inner bottom end of the U-shaped plate 902 and the bottom end of the connecting straight plate 704, and the ends of the pair of magnet blocks 903 that are close to each other attract each other, a plurality of pairs of evenly distributed first clamping blocks 904 are fixedly connected to the inner wall of the U-shaped plate 902, a plurality of pairs of evenly distributed second clamping blocks 905 are fixedly connected to the outer wall of the connecting straight plate 704, and a plurality of first clamping blocks 904 and second clamping blocks 905 are alternately engaged.

[0028] By setting the interlocking reinforcement mechanism 9, after the pouring funnel 2 is accurately docked with the conduit, the two pairs of connecting straight plates 704 move to contact the inner bottom end of the U-shaped plate 902, so that the ends of a pair of magnet blocks 903 that are close to each other are in contact and fixed to each other by attraction, and at the same time, multiple pairs of first clamping blocks 904 are interlocked into the gaps between multiple pairs of second clamping blocks 905, so that multiple first clamping blocks 904 and second clamping blocks 905 on the same side are alternately engaged, and the connecting straight plates 704 are limited and fixed along the vertical direction of the connecting straight plates 704 to reinforce the stability of the connecting straight plates 704, and the stability of the pouring funnel 2 connected thereto is maintained by means of the stable reinforcement of the connecting straight plates 704, so as to avoid shaking and displacement of the connecting straight plates 704 and the bottom area of ​​the pouring funnel 2 under the impact of concrete pouring, thereby ensuring their stability, facilitating accurate concrete pouring, and improving the stability of pile foundation construction.

[0029] like Figure 1-Figure 2 , Figure 4 and Figure 6-Figure 8 As shown, the lifting auxiliary mechanism 10 includes four pairs of sliding sleeves 1001, four pairs of sliding grooves 1002 are drilled on the top of the cross seat 1, and the inner wall of the sliding groove 1002 is fixedly connected with a round rod 1003, the sliding sleeve 1001 is sleeved on the outer wall of the round rod 1003 and is slidably connected with the inner wall of the sliding groove 1002, and the outer wall of the round rod 1003 is sleeved with a spring 1004, one end of the spring 1004 is fixedly connected to one end of the sliding sleeve 1001, and the other end of the spring 1004 is fixedly connected to the sliding groove 1002. The inner wall of the groove 1002 is fixedly connected, and a movable inclined rod 1005 is provided between the top of the four pairs of sliding blocks 1001 and the outer wall of the square plate 3, the top of the four pairs of sliding blocks 1001 is fixedly connected with a pair of first fixing plates 1006, and the outer wall of the square plate 3 is fixedly connected with four pairs of second fixing plates 1007, one end of the movable inclined rod 1005 is rotatably connected to the opposite side of the pair of first fixing plates 1006, and the other end of the movable inclined rod 1005 is rotatably connected to the opposite side of the pair of second fixing plates 1007.

[0030] Through the setting of the lifting auxiliary mechanism 10, the perfusion funnel 2 and the square plate 3 move downward, squeezing the four pairs of movable inclined rods 1005 to separate from each other, driving the four pairs of sliding sleeves 1001 to slide along the round rods 1003 and away from each other inside the sliding grooves 1002, so as to assist the movement of the perfusion funnel 2 and the square plate 3, so that they can move smoothly downward in the vertical direction, so as to drive the perfusion funnel 2 to accurately dock with the catheter.

[0031] like Figure 1 and Figure 8-Figure 9 As shown, the gathering support mechanism 11 includes four pairs of fixed plates 1101 fixedly connected to the top of the cross seat 1, a deflection support frame 1103 is fixedly connected between the opposite sides of a pair of fixed plates 1101, and a gear 1102 is fixedly connected between the inner walls of the deflection support frame 1103, a flexible buffer bag 1104 is fixedly connected to the top of the deflection support frame 1103, and the flexible buffer bag 1104 is in close contact with the outer wall of the perfusion funnel 2, a movable connecting frame 1106 is fixedly connected between one ends of two first fixed plates 1006 located on the same side, and a rack plate 1105 is fixedly connected to one end of the movable connecting frame 1106, and the rack plate 1105 is meshingly connected to the gear 1102, and a buffer fluid is provided inside the flexible buffer bag 1104, and the initial state of the buffer fluid is a soft state.

[0032] Through the arrangement of the gathering support mechanism 11, when the four pairs of sliding sleeves 1001 and the eight pairs of first fixed plates 1006 move, the two pairs of movable connection frames 1106 and the rack plate 1105 are driven to move synchronously, so that the two pairs of gears 1102 are deflected under the meshing transmission action of the rack plate 1105, driving the two pairs of deflection support frames 1103 to gather towards each other like petals until they are tightly fitted with the outer wall of the perfusion funnel 2 in cooperation with the flexible deformation of the flexible buffer bag 1104, so as to provide auxiliary support for the top area of ​​the perfusion funnel 2, and the buffer fluid inside the flexible buffer bag 1104 is made of DCLAN material, which is in a soft state at the initial state, and in a When the pouring funnel 2 is subjected to the impact of concrete pouring, the impact is transmitted to the flexible buffer bag 1104, causing the buffer fluid to harden instantly based on the shear thickening effect of the polymer material and the splitting and reorganization principle of the "dynamic secondary bond". This response is very fast and effective, forming a protective shell to withstand the impact and consume and disperse the impact force. This consumption and dispersion of impact is safer in terms of buffering than the deformation energy storage and release of conduction, and is not prone to the risk of secondary injury like traditional buffer rebound, thereby ensuring the support stability of the deflection support frame 1103, so that the pouring funnel 2 is not prone to shaking and deflection under the impact of concrete pouring, thereby ensuring its stability.

[0033] Working principle: First, a pair of servo motors 701 respectively drive a pair of threaded rods 702 to rotate, so that the pair of threaded rods 702 drive the moving nut 703 to move downward, and the moving nut 703 drives the perfusion funnel 2 to move downward with the assistance of the moving sleeve 707 through the connecting straight plate 704. At the same time, the square plate 3 moves downward synchronously with the perfusion funnel 2 with the assistance of the four pairs of movable inclined rods 1005 and the sliding sleeve 1001, and the perfusion funnel 2 moves downward steadily along the vertical direction until it is accurately docked with the catheter. In this process, the four pairs of L-shaped rods 801 respectively move synchronously with the two pairs of moving nuts 703 and the moving sleeve 707, driving the ground support plate 803 to move downward until it contacts the ground, and the auxiliary support seat 4 supports and fixes, thereby reinforcing the supporting and fixing effect of the cross seat 1. After the perfusion funnel 2 is accurately docked with the catheter, the two pairs of connecting straight plates 704 move downward until they contact the inner bottom end of the U-shaped plate 902, so that A pair of magnet blocks 903 are attracted and fixed to each other, and at the same time, multiple pairs of first clamping blocks 904 are embedded in the gaps between multiple pairs of second clamping blocks 905, so that multiple first clamping blocks 904 and second clamping blocks 905 on the same side are alternately engaged, thereby reinforcing the stability of the connecting straight plate 704 and preventing the connecting straight plate 704 and the bottom area of ​​the pouring funnel 2 from shaking and displacement under the impact of concrete pouring. Moreover, when the four pairs of sliding sleeves 1001 and the eight pairs of first fixing plates 1006 move away from each other in the four directions, they drive the two pairs of movable connecting frames 1106 and the rack plate 1105 to move synchronously, so that the two pairs of gears 1102 are deflected under the meshing transmission action of the rack plate 1105, driving the two pairs of deflection support frames 1103 to gather towards each other like petals, until they are tightly fitted with the outer wall of the pouring funnel 2 in cooperation with the flexible deformation of the flexible buffer bag 1104, thereby providing auxiliary support for the top area of ​​the pouring funnel 2.

[0034] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A new type of pile foundation construction stabilization device for water conservancy projects, comprising a cross seat (1) and a pouring funnel (2), characterized in that: The cross seat (1) is sleeved on the outer wall of the pouring funnel (2); two groups of opposite gathering support mechanisms (11) are provided at the top of the cross seat (1), and the pouring funnel (2) is located between the two groups of opposite gathering support mechanisms (11); a square plate (3) is sleeved on the outer wall of the pouring funnel (2), and a lifting auxiliary mechanism (10) is provided between the outer wall of the square plate (3) and the top of the cross seat (1); the bottom end of the cross seat (1) is fixedly connected to two pairs of support seats (4), and the two pairs of support seats (4) are ) are fixedly connected to the bottom ends of the two pairs of support seats (4) with self-locking universal wheels (5), the outer walls of the two pairs of support seats (4) are each provided with a mounting groove (6), and a lowering docking mechanism (7) is provided inside the mounting groove (6), the pouring funnel (2) is located in the middle of the lowering docking mechanism (7), the outer walls of the two pairs of support seats (4) are each provided with a grounding support mechanism (8), and the bottom end of the cross seat (1) is provided with a plurality of embedded reinforcement mechanisms (9), and the embedded reinforcement mechanisms (9) are located between the pouring funnel (2) and the support seat (4).

2. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 1, characterized in that: The descending docking mechanism (7) comprises a pair of servo motors (701), the pair of servo motors (701) are respectively fixedly connected to the bottom ends of a pair of mounting through slots (6) located in the horizontal direction, the output ends of the pair of servo motors (701) are fixedly connected to threaded rods (702), and the top ends of the threaded rods (702) are rotatably connected to the top ends of the mounting through slots (6), the outer walls of the pair of threaded rods (702) are threadedly connected to movable nuts (703), the outer wall of the perfusion funnel (2) is fixedly connected to an annular plate (705), and the outer wall of the annular plate (705) is fixedly connected to two pairs of connecting straight plates (704), and the ends of the pair of connecting straight plates (704) located in the horizontal direction that are far away from each other are respectively fixedly connected to the outer walls of the pair of movable nuts (703).

3. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 2, characterized in that: A built-in rod (706) is fixedly connected between the inner walls of a pair of the installation slots (6) located in the front-to-back direction, and a movable sleeve block (707) is sleeved on the outer wall of the built-in rod (706), and the ends of the pair of movable sleeve blocks (707) that are close to each other are fixedly connected to the ends of the pair of connecting straight plates (704) that are located in the front-to-back direction that are far away from each other.

4. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 3, characterized in that: The plurality of grounding support mechanisms (8) each comprise a pair of L-shaped rods (801), a pair of movable through grooves (802) are formed between the support seat (4) and the mounting through groove (6), and adjacent ends of the pair of L-shaped rods (801) respectively pass through the pair of movable through grooves (802) and extend into the mounting through groove (6), adjacent ends of two pairs of L-shaped rods (801) located on the same side are respectively fixedly connected to the outer wall of the movable nut (703) and the movable sleeve block (707), the bottom ends of the pair of L-shaped rods (801) are fixedly connected to the grounding support plate (803), and a pair of triangular plates (804) are fixedly connected between the top end of the grounding support plate (803) and the outer wall of the L-shaped rod (801).

5. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 2, characterized in that: The plurality of interlocking reinforcement mechanisms (9) each comprise a pair of hanging plates (901) fixedly connected to the bottom end of the cross seat (1); a U-shaped plate (902) is fixedly connected between the bottom ends of the pair of hanging plates (901); a magnet block (903) is embedded and connected to the inner bottom end of the U-shaped plate (902) and the bottom end of the connecting straight plate (704); and the ends of the pair of magnet blocks (903) that are close to each other attract each other; a plurality of pairs of evenly distributed first clamping blocks (904) are fixedly connected to the inner wall of the U-shaped plate (902); a plurality of pairs of evenly distributed second clamping blocks (905) are fixedly connected to the outer wall of the connecting straight plate (704); and the plurality of first clamping blocks (904) and the second clamping blocks (905) are alternately engaged.

6. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 1, characterized in that: The lifting auxiliary mechanism (10) comprises four pairs of sliding sleeves (1001), four pairs of sliding grooves (1002) are formed on the top of the cross seat (1), and the inner wall of the sliding groove (1002) is fixedly connected to a round rod (1003), the sliding sleeve (1001) is sleeved on the outer wall of the round rod (1003) and is slidably connected to the inner wall of the sliding groove (1002), a spring (1004) is sleeved on the outer wall of the round rod (1003), one end of the spring (1004) is fixedly connected to one end of the sliding sleeve (1001), and the other end of the spring (1004) is fixedly connected to the inner wall of the sliding groove (1002), and movable inclined rods (1005) are provided between the top of the four pairs of sliding sleeves (1001) and the outer wall of the square plate (3).

7. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 6, characterized in that: The top ends of the four pairs of sliding sleeves (1001) are fixedly connected to a pair of first fixing plates (1006), the outer wall of the square plate (3) is fixedly connected to four pairs of second fixing plates (1007), one end of the movable inclined rod (1005) is rotatably connected to the opposite side of the pair of first fixing plates (1006), and the other end of the movable inclined rod (1005) is rotatably connected to the opposite side of the pair of second fixing plates (1007).

8. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 7, characterized in that: The gathering support mechanism (11) comprises four pairs of fixed plates (1101) each fixedly connected to the top of the cross seat (1); a deflection support frame (1103) is fixedly connected between opposite sides of a pair of the fixed plates (1101); a gear (1102) is fixedly connected between the inner walls of the deflection support frame (1103); a flexible buffer bag (1104) is fixedly connected to the top of the deflection support frame (1103); the flexible buffer bag (1104) is in close contact with the outer wall of the perfusion funnel (2); a movable connecting frame (1106) is fixedly connected between one ends of two of the first fixed plates (1006) located on the same side; a rack plate (1105) is fixedly connected to one end of the movable connecting frame (1106); and the rack plate (1105) is meshingly connected to the gear (1102).

9. A new type of pile foundation construction stabilization device for water conservancy projects according to claim 8, characterized in that: The flexible buffer bag (1104) is provided with a buffer fluid inside, and the initial state of the buffer fluid is a soft state.

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