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CN-224227792-U - High-strength concrete pipe pile field construction device

CN224227792UCN 224227792 UCN224227792 UCN 224227792UCN-224227792-U

Abstract

The utility model provides a high-strength concrete pipe pile field construction device which comprises a bottom plate, a positioning structure, a limiting structure, an adjusting structure and a knocking structure, wherein the positioning structure is fixed on the surface of the bottom plate through a bolt and comprises a base and a positioning cylinder, the base is fixed on the middle of the surface of the bottom plate through a bolt and is also fixed on the side wall of the bottom end of the positioning cylinder, the protecting structure is arranged in the positioning cylinder, the limiting structure is connected in the sleeve in a sliding mode, the adjusting structure is connected in the knocking part in a rotating mode, and the knocking structure is connected to the top end of the sleeve in a sliding mode.

Inventors

  • HU SHUAIYANG
  • HUANG JIANGPING

Assignees

  • 浙江誉和磐璟建设工程有限公司

Dates

Publication Date
20260512
Application Date
20250422

Claims (7)

  1. 1. The on-site construction device for the high-strength concrete pipe pile is characterized by comprising the following components; a bottom plate (1); the positioning structure (2), the positioning structure (2) is fixed on the surface of the bottom plate (1) through bolts, the positioning structure (2) comprises a base (21) and a positioning cylinder (22), the base (21) is fixed on the center of the surface of the bottom plate (1) through bolts, and the base (21) is also fixed on the side wall of the bottom end of the positioning cylinder (22); The protection structure (3), the protection structure (3) is installed in the inside of the positioning cylinder (22), the protection structure (3) comprises a sleeve (31) and a chute (32), the sleeve (31) is installed in the inside of the positioning cylinder (22), and the chute (32) is correspondingly arranged on the side walls of two ends of the sleeve (31); The limiting structure (5), the limiting structure (5) is connected to the inside of the sleeve (31) in a sliding mode, the limiting structure (5) comprises a limiting ring (51), a protruding block (52), a hit receiving piece (53), a movable groove (54) and a sleeve (55), the limiting ring (51) is fixed to the side wall of the hit receiving piece (53), the limiting ring (51) is fixedly connected with the hit receiving piece (53) through a sliding block, the protruding block (52) is correspondingly fixed to the side wall of the limiting ring (51), the movable groove (54) is arranged in the center position of the bottom surface of the hit receiving piece (53), and the sleeve (55) is fixed to the bottom surface of the hit receiving piece (53); A positioning plate (8), wherein the positioning plate (8) is used for fixing the inside of the movable groove (54); The adjusting structure (6), the adjusting structure (6) is rotationally connected to the inside of the impacted piece (53), the adjusting structure (6) comprises a screw rod (61), a first bevel gear (62), a clamping plate (63), a supporting rod (64), a screw rod (65) and a second bevel gear (66), the screw rod (61) transversely penetrates through the protruding block (52) and the impacted piece (53), the first bevel gear (62) is fixed to the side wall of the middle section of the screw rod (61), the clamping plate (63) is slidingly connected to the side wall of the middle section of the screw rod (61), the positioning plate (8) is rotationally connected to the side wall of the top end of the screw rod (65), the second bevel gear (66) is fixed to the top end of the screw rod (65), and the supporting rod (64) is rotationally connected between the clamping plate (63) and the screw rod (65) through a connecting piece. And the knocking structure (4) is connected with the top end of the sleeve (31) in a sliding manner.
  2. 2. The high-strength concrete pipe pile field construction device according to claim 1, wherein a through hole is formed in the middle of the base plate (1), the inner diameter of the through hole formed in the middle of the base plate (1) corresponds to the diameter of the positioning cylinder (22), and the distance between the base (21) and the bottom end of the positioning cylinder (22) is equal to the thickness of the base plate (1).
  3. 3. The high-strength concrete pipe pile field construction device according to claim 1, wherein the inner diameter of the positioning cylinder (22) corresponds to the diameter of the sleeve (31), the inner diameter of the sleeve (31) is larger than the diameter of the pipe pile (7), the bottom end of the sleeve (31) slides in the positioning cylinder (22), and the inside of the sleeve (31) is hollow.
  4. 4. A high strength concrete pipe pile field construction device according to claim 3, characterized in that the knocking structure (4) comprises a positioning ring (41) and a knocking member (42), the positioning ring (41) is fixed on the side wall of the knocking member (42) through a sliding block, the knocking member (42) is slidingly connected to the inside of the sleeve (31), the knocking member (42) is positioned right above the knocking member (53), the positioning ring (41) is slidingly arranged inside the sleeve (31), and the length of the sleeve (31) is larger than the length of the pipe pile (7).
  5. 5. A high-strength concrete pipe pile field construction device according to claim 3, characterized in that the inner diameter of the sleeve (55) is larger than the maximum diameter of the pipe pile (7), the diameter of the sleeve (55) is smaller than the inner diameter of the sleeve (31), and the movable groove (54) is provided on the bottom surface of the hit receiving member (53) within the inner range of the sleeve (55).
  6. 6. The high-strength concrete pipe pile field construction device according to claim 1, wherein the first bevel gear (62) and the second bevel gear (66) are meshed with each other, the supporting rods (64) are provided with four supporting rods, the four supporting rods (64) are respectively connected with the screw rod (65) and the clamping plate (63) in a rotating manner through connecting pieces in a diamond shape, two connecting pieces on the side wall of the screw rod (65) are connected with the screw rod (65) in a threaded manner, the connecting pieces on the side wall of the clamping plate (63) are in a fixed state, and threads on the upper end and the lower end of the screw rod (65) are opposite.
  7. 7. A high-strength concrete pipe pile field construction device according to claim 3, characterized in that the side walls of the clamping plates (63) are arc-shaped, and the width of the clamping plates (63) is smaller than the width of the inner diameter of the pipe pile (7).

Description

High-strength concrete pipe pile field construction device Technical Field The utility model relates to the technical field of building construction, in particular to a high-strength concrete pipe pile field construction device. Background The prestressed concrete pipe pile has the advantages of high bearing capacity of a single pile, high pile forming quality, construction period saving and the like, is widely applied to building engineering, is industrially produced and is limited by equipment dies, production capacity and other conditions, and the single-section length of the finished pipe pile is generally 7-15 m. At present, in the construction of some concrete pipe piles, a hammering type pile driving method is adopted, namely, precast piles are conveyed to a preset depth through hammering, pile holes do not need to be dug in advance in a pile burying area in hammering construction pipe pile driving, but pile heads are directly beaten by a pile driver for driving the pile driving, so that the pile heads are easily broken, and the pile is easily rocked during beating, so that the position of the pile is not correct. Therefore, it is necessary to provide a new high-strength concrete pipe pile field construction device to solve the above technical problems. Disclosure of utility model The utility model solves the technical problem of providing the high-strength concrete pipe pile site construction device which can prevent the pipe pile from shaking and protect the pile head from being broken during the hammering type construction of the pipe pile. In order to solve the technical problems, the high-strength concrete pipe pile field construction device provided by the utility model comprises a bottom plate; the positioning structure is fixed on the surface of the bottom plate through bolts and comprises a base and a positioning cylinder, wherein the base is fixed on the center of the surface of the bottom plate through bolts and is also fixed on the side wall of the bottom end of the positioning cylinder; the protection structure is arranged in the positioning barrel and comprises a sleeve and a sliding groove, the sleeve is arranged in the positioning barrel, the sliding groove is correspondingly arranged on the side walls at two ends of the sleeve, the limiting structure is connected in the sleeve in a sliding mode and comprises a limiting ring, a protruding block, a hit piece, a movable groove and a sleeve, the limiting ring is fixedly arranged on the side wall of the hit piece, the limiting ring and the hit piece are fixedly connected through a sliding block, the protruding block is correspondingly fixed on the side wall of the limiting ring, the movable groove is arranged in the center of the bottom surface of the hit piece, the sleeve is fixed on the bottom surface of the hit piece, the positioning plate is fixedly arranged in the movable groove, the adjusting structure is rotatably connected in the hit piece and comprises a screw rod, a first bevel gear, a clamping plate, a supporting rod, a screw rod and a second bevel gear, the screw rod transversely penetrates through the protruding block and the hit piece, the movable groove is arranged on the side wall of the hit piece, the movable groove is fixedly arranged on the center of the bottom surface of the hit piece, the sleeve is fixedly arranged on the bottom surface of the hit piece, the positioning plate is fixedly arranged on the side wall of the screw rod, the adjusting structure is rotatably connected with the side wall, the adjusting structure comprises a screw rod, the screw rod and the bevel gear is fixedly arranged on the top of the side wall, the support rod is rotatably connected between the clamping plate and the screw rod through a connecting piece, and the knocking structure is slidably connected to the top end of the sleeve. Preferably, the through hole is arranged at the center of the bottom plate, the inner diameter of the through hole arranged at the center of the bottom plate corresponds to the diameter of the positioning cylinder, and the distance between the base and the bottom end of the positioning cylinder is equal to the thickness of the bottom plate. Preferably, the inner diameter of the positioning cylinder corresponds to the diameter of the sleeve, the inner diameter of the sleeve is larger than the diameter of the tubular pile, the bottom end of the sleeve slides in the positioning cylinder, and the sleeve is hollow. Preferably, the knocking structure comprises a positioning ring and a knocking member, wherein the positioning ring is fixed on the side wall of the knocking member through a sliding block, the knocking member is slidably connected to the inside of the sleeve, the knocking member is located right above the knocking member, the positioning ring is slidably arranged in the inside of the sleeve, and the length of the sleeve is larger than that of the tubular pile. Preferably, the inner diameter of the sleeve i