Anchor rod static pressure pile
By designing an adjustment mechanism in the anchor static press pile, the combination of adjustment blocks, hexagonal grooves, sliding rods and rectangular blocks can be used to correct the position of piles of different sizes, which solves the problem that piles cannot be pressed vertically into the holes in the prior art, and improves the pile pressing efficiency.
Patent Information
- Application Number
- CN202421883273.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-06
- Publication Date
- 2025-05-06
- Estimated Expiration
- 2034-08-06
AI Technical Summary
The existing anchor static press piles cannot correct the position of piles of different sizes when pressing piles, resulting in the piles that may be inclined and cannot be pressed vertically into the pile pressing hole. Manual adjustment is required to extend the pile pressing time and reduce working efficiency.
An anchor static press pile is designed, including a mounting plate and an adjustment mechanism. The adjustment mechanism consists of an adjustment block, a hexagonal groove, a sliding rod and a rectangular block. Through the combination of these components, the opening size can be adjusted to achieve position correction of piles of different sizes.
Through the use of the adjustment mechanism, the inclination of the pile during pile pressing can be effectively reduced, so that the pile can be pressed vertically into the pile pressing hole, reducing the need for manual adjustment, shortening the pile pressing time, and improving working efficiency.
Smart Images

Figure CN222834892U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of anchor rod static pressure piles, in particular to an anchor rod static pressure pile. Background Art
[0002] An anchor static pressure pile with announcement number CN218060272U relates to the technical field of construction engineering, and improves the problem that the sections of static pressure piles are generally fixed only by welding, with low connection strength and poor stability. The utility model comprises two adjacent pile bodies and a fixing sleeve for fixing the two pile bodies, both ends of the pile body are provided with connecting plates, both ends of the fixing sleeve are provided with grooves adapted to the pile body, one end of the pile body is inserted into the groove, a slot is reserved at the end of the pile body, a block is provided inside the groove, the block is clamped in the slot, and both sides of the fixing sleeve are penetrated by tie screws. The utility model can reinforce the connection of the two pile bodies by setting the fixing sleeve, the slot and the block, and by setting the tie screw, the tie screw can tie and fix the fixing sleeve, the pile body and the block, thereby further improving the connection strength and stability of the pile body.
[0003] The above-mentioned anchor static pile cannot correct the position of piles of different sizes during pile driving, so that the pile may tilt during pile driving, making it impossible for the pile to be vertically pressed into the pile driving hole. The operator needs to manually adjust the position, which prolongs the time required for pile driving and directly reduces work efficiency. Utility Model Content
[0004] The purpose of the utility model is to provide an anchor static pressure pile, which can solve the above-mentioned problems.
[0005] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: an anchor static pressure pile, comprising:
[0006] A mounting plate, a pressing block is arranged above the mounting plate, a rotating shell is arranged below the pressing block, and a round hole is opened at the top of the rotating shell;
[0007] The adjusting mechanism is arranged on the rotating shell and is used to adjust the size of the opening.
[0008] Preferably, the adjustment mechanism includes an adjustment block, a hexagonal groove, a sliding rod and a rectangular block. The adjustment block is slidably installed inside the rotating shell. A hexagonal groove is opened on the top of the adjustment block. Six groups of sliding rods are slidably installed in the hexagonal groove. Rectangular blocks are fixedly installed on the outer walls of the sliding rods.
[0009] Preferably, six groups of rectangular grooves are provided on the top of the rotating shell, one end of the sliding rod extends to the top of the rectangular groove and is slidably installed with the rectangular groove, and the bottom of the rotating shell is opened.
[0010] Preferably, a circular hole having the same size as that of the rotating shell is formed at the bottom of the mounting plate.
[0011] Preferably, two sets of hydraulic rods 1 are fixedly installed on the top of the mounting plate, a movable plate is fixedly installed on the free end of hydraulic rod 1, hydraulic rod 2 is fixedly installed on the top of the movable plate, and the free end of hydraulic rod 2 extends to the bottom of the movable plate and is fixedly installed with the pressure block.
[0012] Preferably, two sets of limit rods are fixedly installed on the top of the mounting plate, one end of the limit rod extends to the top of the movable plate, and connecting blocks are fixedly installed on both sides of the pressing block, and the connecting blocks and the limit rods are slidably installed.
[0013] Preferably, a connecting rod is fixedly mounted on the outer wall of the rotating shell.
[0014] Compared with the prior art, the beneficial effects of the utility model are:
[0015] The anchor static pressure pile, through the coordinated use of the adjusting block, the hexagonal groove, the sliding rod and the rectangular block, the adjusting mechanism can correct the position of piles of different sizes, so that when the pile is pressed, the inclination of the pile is reduced, so that the pile can be vertically pressed into the pile hole, and the operator does not need to manually adjust the position, which shortens the time required for pile pressing and directly improves work efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The utility model is further described below in conjunction with the accompanying drawings and embodiments:
[0017] Figure 1 It is a cutaway stereogram of the utility model;
[0018] Figure 2 It is a main perspective view of the utility model;
[0019] Figure 3 It is a bottom-up stereogram of the present utility model;
[0020] Figure 4 It is a three-dimensional diagram of the adjustment mechanism of the utility model.
[0021] Figure numerals: 1. mounting plate; 2. hydraulic rod one; 3. moving plate; 4. hydraulic rod two; 5. pressure block; 6. limiting rod; 7. connecting block; 8. rotating shell; 9. adjusting mechanism; 901. adjusting block; 902. hexagonal groove; 903. sliding rod; 904. rectangular block; 10. rectangular groove; 11. connecting rod. DETAILED DESCRIPTION
[0022] This section will describe in detail the specific embodiments of the utility model. The preferred embodiments of the utility model are shown in the accompanying drawings. The purpose of the accompanying drawings is to supplement the description of the text part of the specification with graphics, so that people can intuitively and vividly understand each technical feature and the overall technical solution of the utility model, but it cannot be understood as a limitation on the protection scope of the utility model.
[0023] See also Figure 1-4 The utility model provides a technical solution: an anchor static pressure pile, including a mounting plate 1 and an adjusting mechanism 9, a pressure block 5 is arranged above the mounting plate 1, a rotating shell 8 is arranged below the pressure block 5, and a round hole is opened on the top of the rotating shell 8; the adjusting mechanism 9 is arranged on the rotating shell 8, and the adjusting mechanism 9 is used to adjust the size of the opening.
[0024] The adjusting mechanism 9 includes an adjusting block 901, a hexagonal groove 902, a sliding rod 903 and a rectangular block 904. The adjusting block 901 is slidably installed inside the rotating shell 8. A hexagonal groove 902 is provided on the top of the adjusting block 901. Six groups of sliding rods 903 are slidably installed in the hexagonal groove 902. Rectangular blocks 904 are fixedly installed on the outer walls of the sliding rods 903. The adjusting mechanism 9 can correct the position of piles of different sizes, so that when the pile is pressed, the inclination of the pile is reduced, so that the pile can be vertically pressed into the pile hole, and the operator does not need to manually adjust the position, which shortens the time required for pile pressing and directly improves work efficiency.
[0025] Six groups of rectangular grooves 10 are formed on the top of the rotating housing 8. One end of the sliding rod 903 extends to the top of the rectangular groove 10 and is slidably mounted with the rectangular groove 10. The bottom of the rotating housing 8 is open.
[0026] A circular hole having the same size as that of the rotating housing 8 is formed at the bottom of the mounting plate 1 .
[0027] Two groups of hydraulic rods 1 2 are fixedly installed on the top of the mounting plate 1, and a movable plate 3 is fixedly installed on the free end of the hydraulic rod 1 2. A hydraulic rod 2 4 is fixedly installed on the top of the movable plate 3, and the free end of the hydraulic rod 2 4 extends to the bottom of the movable plate 3 and is fixedly installed with the pressing block 5.
[0028] Two sets of limit rods 6 are fixedly installed on the top of the mounting plate 1, one end of the limit rod 6 extends to the top of the movable plate 3, and connecting blocks 7 are fixedly installed on both sides of the pressing block 5, and the connecting blocks 7 and the limit rods 6 are slidably installed.
[0029] A connecting rod 11 is fixedly mounted on the outer wall of the rotating housing 8 .
[0030] Working principle: when it is necessary to press piles of different specifications, the rotating shell 8 is pushed by the handle. Through the action of the rectangular groove 10, the rotating shell 8 rotates to drive the sliding rod 903 to slide on the hexagonal groove 902, and the sliding of the sliding rod 903 drives the rectangular block 904 to slide. The sliding of the rectangular block 904 can adjust the opening composed of multiple groups of rectangular blocks 904 so that the size of the opening is the same as the size of the pile. At this time, the two groups of hydraulic rods 1 2 are started, and the free end of the hydraulic rod 1 2 drives the movable plate 3 to move downward. Through the action of the connecting block 7, the movable plate 3 moves downward and drives the pressing block 5 to slide on the limiting rod 6. When the bottom of the pressing block 5 contacts the top of the pile, the hydraulic rod 2 4 is started, and the free end of the hydraulic rod 2 4 drives the pressing block 5 to move downward. The pressing block 5 moves downward to press the pile into the pile pressing hole.
[0031] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments. Various changes can be made within the knowledge scope of ordinary technicians in the technical field without departing from the purpose of the present invention.
Claims
1. An anchor static pressure pile, characterized in that: include: A mounting plate (1), a pressing block (5) is arranged above the mounting plate (1), a rotating shell (8) is arranged below the pressing block (5), and a circular hole is opened at the top of the rotating shell (8); An adjusting mechanism (9) is arranged on the rotating shell (8) and is used to adjust the size of the opening.
2. The anchor static pressure pile according to claim 1, characterized in that: The adjusting mechanism (9) comprises an adjusting block (901), a hexagonal groove (902), a sliding rod (903) and a rectangular block (904); the adjusting block (901) is slidably mounted inside the rotating shell (8); a hexagonal groove (902) is provided on the top of the adjusting block (901); six groups of sliding rods (903) are slidably mounted in the hexagonal groove (902); and rectangular blocks (904) are fixedly mounted on the outer walls of the sliding rods (903).
3. The anchor static pressure pile according to claim 2, characterized in that: The top of the rotating shell (8) is provided with six groups of rectangular grooves (10), one end of the sliding rod (903) extends to the top of the rectangular groove (10) and is slidably mounted with the rectangular groove (10), and the bottom of the rotating shell (8) is open.
4. The anchor static pressure pile according to claim 3, characterized in that: The bottom of the mounting plate (1) is provided with a circular hole having the same size as that of the rotating housing (8).
5. The anchor static pressure pile according to claim 4, characterized in that: Two groups of hydraulic rods (2) are fixedly mounted on the top of the mounting plate (1), a movable plate (3) is fixedly mounted on the free end of the hydraulic rods (2), a hydraulic rod (4) is fixedly mounted on the top of the movable plate (3), and the free end of the hydraulic rod (4) extends to the bottom of the movable plate (3) and is fixedly mounted on the pressure block (5).
6. The anchor static pressure pile according to claim 5, characterized in that: Two groups of limiting rods (6) are fixedly mounted on the top of the mounting plate (1), one end of the limiting rod (6) extends to the top of the movable plate (3), and connecting blocks (7) are fixedly mounted on both sides of the pressing block (5), and the connecting blocks (7) and the limiting rods (6) are slidably mounted.
7. The anchor static pressure pile according to claim 6, characterized in that: A connecting rod (11) is fixedly mounted on the outer wall of the rotating shell (8).
Citation Information
Patent Citations
Anchor rod static pressure pile
CN218060272U