Anchor rod static pressure pile construction counter-force device

Abstract

The invention discloses an anchor rod static pressure pile construction counter-force device, and relates to the field of building construction, the anchor rod static pressure pile construction counter-force device comprises a bottom frame, the bottom frame is provided with an anchor rod body, the bottom frame is provided with an adjusting rod, the bottom frame is provided with an operation plate, the operation plate is connected with the adjusting rod, and the operation plate is provided with a baffle; a hydraulic rod is arranged on the operation plate, a clamping assembly is arranged on the hydraulic rod, a wedge-shaped groove is formed in the clamping assembly, a guide rod is arranged at the position of the wedge-shaped groove, a wedge-shaped clamping block is arranged at the bottom of the guide rod, an adjusting piece is connected to the bottom of the wedge-shaped clamping block, and the adjusting piece is connected with an adjusting rod. The wedge-shaped clamping block and the wedge-shaped groove are matched with each other, so that the upper portion of the pile body is clamped through the clamping assembly, the lower portion of the pile body is clamped through the wedge-shaped clamping block, when the pile body continues to be added, the clamping assembly is disengaged, the wedge-shaped clamping block is kept at the outer side position of the pile body, and then the pile body at the lower portion can be better limited; and the deviation condition caused by the fact that the upper pile body presses the lower pile body is avoided.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to an anchor static pressure pile construction reaction force device. Background Art

[0002] Anchor static pressure piles are a foundation reinforcement technology that uses static pressure to implant piles through reaction forces provided by existing building structures. There are several different reaction force devices for anchor static pressure piles: 1. Structural anchor reaction force device; 2. Weighted platform reaction force device; 3. Ground anchor reaction force device; 4. Anchor pile combination reaction force device. All reaction force devices act on the static pressure piles through force, so that the static pressure piles are pressed into the pit.

[0003] During the construction of anchor static pressure piles, first clean the construction site, determine the pile position, water drill and lead hole, use theodolite for positioning, drill holes on the foundation, and use D200mm water drill to drill holes on the foundation. To prevent the foundation from being soaked in water, the water drill depth can reach the cushion surface. The base is dry and the hole is drilled to the designed depth. Check and clean the pile hole. After the pile hole deviation is correct, clean the construction waste in the hole, and use a steel chisel to test whether there are any obstacles about 1 meter away. Install the reaction frame, distribute two groups of anchor rods on both sides of the hole pile as static pressure reaction components, hang the pile to keep the pile body vertical, press the pile, and press the pile body into the hole through hydraulic and other equipment. When the first section of the pile body is about to be pressed in, the second section needs to be lifted to the first section. At the upper end of the segmented pile body, after aligning the two pile bodies, the two pile bodies are welded together by welding. In this way, multiple pile bodies are welded in sequence, and then the welded pile body is pressed into the hole by the reaction force. However, after the pile body enters the hole, when the welded pile body is lifted, the pile body that has been pressed in is loosened. Although the pile body is restricted by the soil in the hole, the pile body itself has a certain gravity. When the lifted pile body is aligned with the pile body that has been pressed into the hole, the two pile bodies need to be aligned. Under the reaction force pressure, the upper pile body is likely to apply its own gravity and reaction force to the lower pile body, which can easily cause the lower pile body to deviate, which is not conducive to welding the two pile bodies. For this reason, we propose a reaction force device for anchor static pressure pile construction. Summary of the Invention

[0004] The purpose of the present invention is to provide a reaction force device for anchor static pressure pile construction to solve the problems raised in the above background technology.

[0005] To achieve the above-mentioned objectives, the present invention provides the following technical solutions: an anchor static pressure pile construction reaction device, comprising a bottom frame, an anchor body is provided at the four corners of the bottom frame, two groups of adjustment rods are provided on both sides of the bottom frame, an operating plate is provided on the bottom frame, and the operating plate is connected to the adjusting rod by a nut, an arc groove for the pile body to pass through is provided at the center of the operating plate, and a baffle is provided at the front end of the operating plate; two groups of hydraulic rods are installed on the operating plate, and the hydraulic rod is connected to a clamping assembly at one end passing through the operating plate, wedge-shaped grooves are respectively provided at both ends of the clamping assembly, a guide rod is provided at the wedge groove, and a wedge-shaped clamping block matching the wedge groove is installed at the bottom of the guide rod, an adjusting piece is connected to the bottom of the wedge clamping block, and the adjusting piece is connected to the adjusting rod.

[0006] Preferably, the clamping assembly includes a fixed block installed at the output end of the hydraulic rod, support plates are respectively provided on both sides of the fixed block, the support plates are made of elastic material, a clamping plate is connected between the two support plates, wedge-shaped grooves are opened at both ends of the clamping plate, a mounting groove is installed on the back of the fixed block, and a hole is opened on the fixed block, an electric push rod is installed at the mounting groove, the output end of the electric push rod passes through the hole, and the output end of the electric push rod is connected to a mounting buckle that is clamped on the back of the clamping plate.

[0007] Preferably, the clamping plate is arc-shaped and elastic, and a deformation transition groove is provided in the middle section of the clamping plate.

[0008] Preferably, protection blocks are provided at both sides of the deformation transition groove, and the protection blocks are mounted on the clamping plate.

[0009] Preferably, the adjustment member includes an annular clip installed on the adjustment rod, the two ends of the annular clip are connected by a screw, a connecting rod is connected to the annular clip, and one end of the connecting rod is connected to the bottom of the wedge-shaped clamp block, and an elastic section is provided on the connecting rod, and the elastic section is wound with steel wire.

[0010] Preferably, a fixed plate is installed on the back of the operating panel, and a strip groove is opened on the fixed plate. The top of the hydraulic rod is connected to a hydraulic pipe. Two hydraulic pipes pass through one end of the strip groove and are connected to an input pipe, and one end of the input pipe is connected to the hydraulic control box.

[0011] Preferably, hanging ears are respectively installed on both sides of the operating panel, and a pulling rope is connected to the hanging ears, one end of the pulling rope is connected to an insertion rod, and the insertion rod is inserted into the ground.

[0012] Preferably, a pad is provided at the bottom of the bottom frame, and a circular hole corresponding to the arc groove is provided at the center of the pad, the bottom of the fixed plate is connected to the pad, two clamping blocks are installed at the bottom of the fixed plate, and the two clamping blocks are engaged with the bottom frame.

[0013] Preferably, a plurality of infrared emitters are arranged on the base plate and the operation plate.

[0014] Preferably, one end of the baffle is provided with a rotating shaft, the operation plate is provided with a baffle groove, the rotating shaft is arranged at one end of the baffle groove, two groups of torsional springs are arranged on the baffle, one end of the torsional springs is connected with the operation plate, an adsorption block is arranged at the other end of the baffle groove, a metal block is arranged on the baffle, the operation plate is provided with two adjusting grooves, splicing blocks are arranged at the adjusting grooves, the two splicing blocks, the baffle and the arc-shaped groove form a complete circle, upper and lower parts of the splicing blocks are respectively provided with pressing rods, the pressing rods are provided with telescopic parts, and a plurality of compression springs 1 are connected between the splicing blocks and the adjusting grooves.

[0015] Compared with the prior art, the present application has the following beneficial effects:

[0016] The operation plate is arranged, the pile body is placed at the position of the arc-shaped groove at the center of the operation plate, the clamping assembly is used for clamping before the pile body enters the hole, when the hydraulic rod acts downward, the wedge-shaped clamping block and the wedge-shaped groove are matched with each other, so that the upper part of the pile body is clamped by the clamping assembly and the lower part of the pile body is clamped by the wedge-shaped clamping block, when the pile body continues to be added, the clamping assembly is separated, and the wedge-shaped clamping block remains at the position outside the pile body, thereby being beneficial to the limiting effect on the lower part of the pile body and avoiding the deviation caused by the upper pile body pressing on the lower pile body.

[0017] The infrared emitters are arranged on the operation plate and the base plate, so that the center position of the hole is determined, the pile body is beneficial to being placed along the center position of the hole, and the deviation of the pile body is reduced.

[0018] The deformed transition groove is arranged on the clamping plate, on the one hand, the deformed transition groove is suitable for different pile bodies, thereby improving the clamping effect on the pile body, and on the other hand, when the clamping plate is separated from the pile body, the clamping plate is prevented from pushing the pile body when the clamping plate is loosened, thereby reducing the deviation of the pile body. BRIEF DESCRIPTION OF DRAWINGS

[0019] Figure 1 It is a schematic diagram of the overall structure of the present application;

[0020] Figure 2 It is a schematic diagram of the structure after the clamping assembly is removed in the present application;

[0021] Figure 3 It is Figure 2 It is a schematic diagram of the structure after the baffle is removed in the present application;

[0022] Figure 4 It is a schematic diagram of the structure at the operation plate in the present application;

[0023] Figure 5 It is a schematic diagram of the structure at the connection between the hydraulic rod and the clamping assembly in the present application;

[0024] Figure 6 This is a structural diagram of a single hydraulic rod connecting the clamping assembly and the adjustment part;

[0025] Figure 7 This is a schematic diagram of the structure of a single hydraulic rod connecting the clamping assembly;

[0026] Figure 8 This is a schematic diagram of the structure after the electric push rod is pulled out of the clamping assembly;

[0027] Figure 9 It is a schematic diagram of the structure of the adjusting member and the wedge-shaped clamping block;

[0028] Figure 10 for Figure 4 Schematic diagram of the enlarged structure of the area A in the middle; Figure 11 Schematic diagram of the structure at the baffle.

[0029] In the figure: 1- bottom frame; 2- operation panel; 3- baffle; 4- hydraulic rod; 5- clamping assembly; 6- guide rod; 7- adjustment member; 8- infrared emitter; 11- anchor rod body; 12- adjustment rod; 13- backing plate; 14- round hole; 15- arc groove; 21- fixing plate; 22- hydraulic pipe; 23- strip groove; 24- input pipe; 25- hydraulic control box; 26- hanging ear; 27- pulling rope; 28- insertion rod; 29- clamping block; 31 - rotating shaft; 32- retaining groove; 33- torsion spring; 34- adsorption block; 35- metal block; 36- splicing block; 37- clamping rod; 38- re-tightening spring; 39- adjusting groove; 51- wedge groove; 52- fixing block; 53- supporting plate; 54- clamping plate; 55- mounting groove; 56- electric push rod; 57- mounting buckle; 58- deformation transition groove; 59- protective block; 61- wedge clamping block; 71- annular clamping piece; 72- screw; 73- connecting rod. DETAILED DESCRIPTION

[0030] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. 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 making creative efforts are within the scope of protection of the present invention.

[0031] See also Figures 1-11 The present invention provides a technical solution: an anchor static pressure pile construction reaction device, comprising a bottom frame 1, the bottom frame 1 as shown in the attached Figure 1As shown in the figure, it is welded from four rectangular plates. A pad 13 is provided at the bottom of the bottom frame 1. In order to reduce the pressure of the bottom frame 1 on the ground and thus reduce damage to the ground, the pad 13 is made of elastic material. At the same time, the contact surface between the pad 13 and the ground adopts friction texture to increase the friction between the pad 13 and the ground. A circular hole 14 is provided at the center of the pad 13. The circular hole 14 corresponds to the base hole excavated at the construction site. The pad 13 is laid on the ground and placed at the four corners of the bottom frame 1. An anchor rod body 11 is provided at the corner, and the bottom of the anchor rod body 11 is in a pointed cone shape. Installation countersunk holes are excavated at the four corners of the bottom frame 1, and installation holes are also opened at positions corresponding to the installation countersunk holes on the pad 13. By aligning the pointed cone shape of the bottom of the anchor rod body 11 with the installation countersunk hole position, a hammer or other tool is used to knock the anchor rod body 11 into the ground from the installation countersunk hole position, and then the anchor rod body 11 is fixed to the installation countersunk hole position of the bottom frame 1 with a nut, so that the reaction force part can be installed.

[0032] After the anchor body 11 is installed, it is necessary to install the operating position, as shown in the attached Figure 1 -Attached Figure 4 As shown in FIG, two sets of adjustment rods 12 are welded on both sides of the bottom frame 1, and the adjustment rods 12 are provided with threads. The bottom frame 1 is provided with an operating plate 2, and the operating plate 2 is connected to the adjustment rods 12 by nuts. According to the construction site environment and the size of the pile to be installed, first rotate the lower nut to the corresponding position, align the mounting holes on the operating plate 2 with the four adjustment rods 12, slide the bottom of the operating plate 2 until it contacts the fixed nut position, and then tighten the upper fixed nut to adjust the operating plate 2 to the corresponding height position. The center of the operating plate 2 is provided with an arcuate groove 15 for the pile to pass through. The arcuate groove 15 corresponds to the center position of the circular hole 14, and a baffle 3 is provided at the front end of the operating plate 2. The bottom of the fixed plate 21 is connected to the backing plate 13. Two clamping blocks 29 are installed at the bottom of the fixed plate 21, and the two clamping blocks 29 are engaged with the bottom frame 1.

[0033] After the operating panel 2 is installed, two sets of hydraulic rods 4 are mounted on the operating panel 2. The upper portions of the hydraulic rods 4 are fixed to the operating panel 2, and the ends of the hydraulic rods 4 that pass through the operating panel 2 are connected to the clamping assembly 5. A fixed plate 21 is mounted on the back of the operating panel 2, and the fixed plate 21 has a strip groove 23. The tops of the hydraulic rods 4 are connected to hydraulic pipes 22. The ends of the two hydraulic pipes 22 that pass through the strip groove 23 are connected to input pipes 24, and one end of the input pipes 24 is connected to the hydraulic control box 25. The clamping assembly 5 has wedge-shaped grooves 51 at each end, each of which is provided with a guide rod 6. The bottom of the guide rod 6 is mounted with a wedge-shaped clamping block 61 that matches the wedge groove 51. The bottom of the wedge clamping block 61 is connected to the adjustment member 7, and the adjustment member 7 is connected to the adjustment rod 12.

[0034] When the hydraulic rod 4 acts downward, the wedge-shaped clamping block 61 and the wedge-shaped groove 51 cooperate with each other, so that the upper part of the pile body is clamped by the clamping assembly 5 and the lower part is clamped by the wedge-shaped clamping block 61. When the pile body is further clamped, the clamping assembly 5 is disengaged and the wedge-shaped clamping block 61 remains in a position outside the pile body, which is conducive to maintaining a limiting effect on the lower pile body and avoiding deviation caused by the upper pile body pressing on the lower pile body.

[0035] For the clamping assembly 5 clamped outside the pile body, as shown in 6- Figure 8 As shown in FIG, it includes a fixed block 52 mounted on the output end of the hydraulic rod 4. Support plates 53 are provided on both sides of the fixed block 52. The support plates 53 are made of elastic material. A clamping plate 54 is connected between the two support plates 53. Wedge-shaped grooves 51 are provided at both ends of the clamping plate 54. A mounting groove 55 is installed on the back of the fixed block 52. The fixed block 52 also has a hole. An electric push rod 56 is installed in the mounting groove 55. The output end of the electric push rod 56 passes through the hole. The output end of the electric push rod 56 is connected to a mounting clip 57 that is clamped to the back of the clamping plate 54. The clamping plate 54 is arc-shaped and elastic. A deformation transition groove 58 is provided in the middle section of the clamping plate 54. Protective blocks 59 are provided on both sides of the deformation transition groove 58 and are mounted on the clamping plate 54.

[0036] After the lifting equipment lifts the pile body, the baffle 3 is opened and the pile body is placed in the center position of the arc groove 15. At this time, the electric push rod 56 is started and pulled out backward, so that the clamping plate 54 fits the surface position of the pile body. The two mutually symmetrical clamping plates 54 clamp the pile body, and then the hydraulic control box 25 controls and adjusts the output of the hydraulic oil, thereby controlling the lifting process of the hydraulic rod 4. After the pile body is pressed into the hole in the soil, the new pile body is lifted by the lifting equipment. When the hydraulic rod 4 drives the clamping plate 54 to press the clamped pile body into the corresponding position in the hole, the wedge-shaped clamping block 61 just cooperates with the wedge-shaped groove 51, thereby pushing the wedge-shaped clamping block 61 outward a certain distance.

[0037] The adjusting member 7 includes an annular clip 71 mounted on the adjusting rod 12, and the two ends of the annular clip 71 are connected by screws 72. The annular clip 71 is connected to a connecting rod 73, and one end of the connecting rod 73 is connected to the bottom of the wedge clamping block 61. The connecting rod 73 is provided with an elastic section, and the elastic section is wound with steel wire. Because steel wire is wound, it is convenient to adjust the bending deformation of the connecting rod 73. When the wedge clamping block 61 is pushed and adjusted, when the clamping plate 54 needs to be disengaged from the pile body and the newly lifted pile body is clamped, the electric push rod 56 is pushed forward at this time, so that the clamping plate 54 is loosened along the clamping position of the pile body, because a deformation transition groove 58 is provided in the middle section of the clamping plate 54, so that when the clamping plate 54 opens outward from the bent state, the middle part is prevented from pushing the pile body. When the new pile body is clamped and transported to the lower pile body position by the hydraulic rod 4, the joint surfaces of the two pile bodies are welded by welding equipment, so that the two pile bodies form a whole. Because the wedge-shaped clamping block 61 is pushed into the pile body surface by the wedge-shaped groove 51 on the clamping plate 54, the wedge-shaped clamping block 61 maintains the same clamping position after being positioned, which is conducive to limiting the position during subsequent pile body welding.

[0038] In order to maintain stability when the pile is driven into the hole, hanging ears 26 are installed on both sides of the operating panel 2, and a pulling rope 27 is connected to the hanging ears 26. One end of the pulling rope 27 is connected to an insertion rod 28. The insertion rod 28 is inserted into the ground to maintain pulling force from both sides of the operating panel 2, thereby improving the stability of the operating panel 2.

[0039] In order to facilitate the verification of the center of the pressed pile body, multiple infrared emitters 8 are provided on the pad 13 and the operating panel 2. The infrared emitter 8 uses existing equipment to emit infrared rays passing through the center of the circle from the edge of the arc. The point where the three rays intersect is the center of the circular hole 14.

[0040] A rotating shaft 31 is installed at one end of the baffle 3, and a retaining groove 32 is provided on the operating panel 2. The rotating shaft 31 is installed at one end of the retaining groove 32. Two sets of torsion springs 33 are installed on the baffle 3, and one end of the torsion spring 33 is connected to the operating panel 2. An adsorption block 34 is installed on the other end of the retaining groove 32, and a metal block 35 is installed on the baffle 3. The operating panel 2 has two adjustment grooves 39 at the beginning, and a splicing block 36 is provided at the adjustment groove 39. The two splicing blocks 36, the baffle 3 and the arc groove 15 form a complete circle. The upper and lower parts of the splicing block 36 are respectively provided with a clamping rod 37, and the clamping rod 37 is provided with a telescopic part. A plurality of re-tightening springs 38 are connected between the splicing block 36 and the adjustment groove 39.

[0041] In construction, first excavate the hole, through the forklift or guide rail, etc., the assembled equipment is moved to the position of the pad 13, the equipment is assembled, two groups of adjusting rods 12 are welded on both sides of the bottom frame 1, the adjusting rods 12 are provided with threads, the bottom frame 1 is provided with an operating plate 2, and the operating plate 2 is connected with the adjusting rods 12 through nuts, according to the construction site environment and the size of the pile to be installed, first rotate the lower nut to the corresponding position, then align the installation hole on the operating plate 2 with the four adjusting rods 12, slide the bottom of the operating plate 2 to the position of the fixed nut, then tighten the upper fixed nut, so as to adjust the operating plate 2 to the corresponding height position, the center of the operating plate 2 is provided with an arc-shaped slot 15 through which the pile passes, the arc-shaped slot 15 corresponds to the center position of the circular hole 14, and the front end of the operating plate 2 is provided with a baffle 3. The bottom of the fixed plate 21 is connected to the pad 13, two clamping blocks 29 are installed on the bottom of the fixed plate 21, and the two clamping blocks 29 are clamped with the bottom frame 1, the pad 13 is laid on the ground, anchor rod bodies 11 are arranged at the four corners of the bottom frame 1, the bottom of the anchor rod body 11 is conical, installation recesses are excavated at the four corners of the bottom frame 1, installation holes are also correspondingly arranged on the pad 13 at positions corresponding to the installation holes, the bottom of the anchor rod body 11 is aligned with the installation recess position, a hammer or other tools are used to knock the anchor rod body 11 into the ground from the installation recess position, and then the anchor rod body 11 is fixed in the installation recess position of the bottom frame 1 through a nut;

[0042] When the hoisting equipment hoists the pile, the baffle 3 is opened, the pile is placed in the center position of the arc-shaped slot 15, the clamping plate 54 is attached to the surface position of the pile by starting the electric push rod 56 to pull back, the two mutually symmetrical clamping plates 54 clamp the pile, the output of the adjusting hydraulic oil is controlled through the hydraulic control box 25, so as to control the lifting process of the hydraulic rod 4, after the pile is pressed into the hole in the soil, the new pile is hoisted by the hoisting equipment, when the clamping plate 54 driven by the hydraulic rod 4 presses the clamped pile into the corresponding position in the hole, the wedge-shaped clamping block 61 is just matched with the wedge-shaped slot 51, so as to push the wedge-shaped clamping block 61 outward by a certain distance, when the new pile is clamped and delivered to the lower pile position through the hydraulic rod 4, the welding equipment is used to weld the splicing surfaces of the two piles, so that the two piles form a whole, because the wedge-shaped clamping block 61 is pushed into the surface of the pile by the wedge-shaped slot 51 on the clamping plate 54, therefore, after the wedge-shaped clamping block 61 is determined in position, it remains in the same clamping position, which is beneficial to the limiting of subsequent pile welding.

[0043] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0044] While 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 these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. An anchor static pressure pile construction reaction device, comprising a bottom frame (1), wherein anchor bodies (11) are provided at four corners of the bottom frame (1), and characterized in that: Two sets of adjustment rods (12) are respectively provided on both sides of the bottom frame (1); an operating plate (2) is provided on the bottom frame (1), and the operating plate (2) is connected to the adjustment rods (12) via nuts; an arc-shaped groove (15) for the pile body to pass through is provided at the center of the operating plate (2), and a baffle (3) is provided at the front end of the operating plate (2); Two groups of hydraulic rods (4) are installed on the operating panel (2), and the hydraulic rods (4) are connected to a clamping assembly (5) at one end passing through the operating panel (2), and wedge-shaped grooves (51) are respectively provided at both ends of the clamping assembly (5), and a guide rod (6) is provided at the wedge-shaped groove (51), and a wedge-shaped clamping block (61) matching the wedge-shaped groove (51) is installed at the bottom of the guide rod (6), and an adjusting member (7) is connected to the bottom of the wedge-shaped clamping block (61), and the adjusting member (7) is connected to the adjusting rod (12).

2. The anchor static pile construction reaction force device according to claim 1, characterized in that: The clamping assembly (5) includes a fixed block (52) mounted on the output end of the hydraulic rod (4), support plates (53) are provided on both sides of the fixed block (52), the support plates (53) are made of elastic material, a clamping plate (54) is connected between the two support plates (53), wedge-shaped grooves (51) are provided at both ends of the clamping plate (54), a mounting groove (55) is installed on the back of the fixed block (52), and a hole is provided on the fixed block (52), an electric push rod (56) is installed at the mounting groove (55), the output end of the electric push rod (56) passes through the hole, and the output end of the electric push rod (56) is connected to a mounting buckle (57) clamped on the back of the clamping plate (54).

3. The anchor static pressure pile construction reaction force device according to claim 2, characterized in that: The clamping plate (54) is arc-shaped and elastic, and a deformation transition groove (58) is provided in the middle section of the clamping plate (54).

4. The anchor static pile construction reaction force device according to claim 3, characterized in that: Protection blocks (59) are provided on both sides of the deformation transition groove (58), and the protection blocks (59) are mounted on the clamping plate (54).

5. The anchor static pressure pile construction reaction force device according to claim 1, characterized in that: The adjusting member (7) comprises an annular clip (71) mounted on the adjusting rod (12), the two ends of the annular clip (71) being connected via a screw (72), a connecting rod (73) being connected to the annular clip (71), and one end of the connecting rod (73) being connected to the bottom of the wedge-shaped clamping block (61), and an elastic section being provided on the connecting rod (73), and the elastic section being wound with steel wire.

6. The anchor static pile construction reaction force device according to claim 1, characterized in that: A fixing plate (21) is installed on the back of the operating panel (2), and a strip groove (23) is provided on the fixing plate (21). The top of the hydraulic rod (4) is connected to a hydraulic pipe (22). One end of the two hydraulic pipes (22) passing through the strip groove (23) is connected to an input pipe (24), and one end of the input pipe (24) is connected to a hydraulic control box (25).

7. The anchor static pressure pile construction reaction force device according to claim 6, characterized in that: Hanging ears (26) are respectively installed on both sides of the operating panel (2), and a pulling rope (27) is connected to the hanging ears (26), and one end of the pulling rope (27) is connected to an insertion rod (28), and the insertion rod (28) is inserted into the ground.

8. The anchor static pressure pile construction reaction force device according to claim 6, characterized in that: The bottom of the bottom frame (1) is provided with a pad (13), and a circular hole (14) corresponding to the arc groove (15) is provided at the center of the pad (13). The bottom of the fixing plate (21) is connected to the pad (13). Two clamping blocks (29) are installed on the bottom of the fixing plate (21), and the two clamping blocks (29) are engaged with the bottom frame (1).

9. The anchor static pile construction reaction force device according to claim 8, characterized in that: A plurality of infrared emitters (8) are provided on the backing plate (13) and the operating panel (2).

10. The anchor static pile construction reaction force device according to claim 1, characterized in that: A rotating shaft (31) is installed at one end of the baffle (3), and a retaining groove (32) is provided on the operating panel (2). The rotating shaft (31) is installed at one end of the retaining groove (32). Two sets of torsion springs (33) are installed on the baffle (3), and one end of the torsion spring (33) is connected to the operating panel (2). An adsorption block (34) is installed at the other end of the retaining groove (32), and a metal block (35) is installed on the baffle (3). The operating panel (2) has two adjustment grooves (39) at the beginning, and a splicing block (36) is provided at the adjustment groove (39). The two splicing blocks (36), the baffle (3) and the arc groove (15) form a complete circle. The upper and lower parts of the splicing block (36) are respectively provided with a pressing rod (37), and the pressing rod (37) is provided with a telescopic part. A plurality of re-tightening springs (38) are connected between the splicing block (36) and the adjustment groove (39).

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