Cast-in-place concrete pile splicing device

Abstract

The utility model relates to the technical field of concrete construction, in particular to a cast-in-place concrete pile splicing device. The device is arranged on a pile head and comprises an enclosing assembly, a fixed assembly and a movable assembly, the enclosing assembly comprises a left template and a right template, the left template and the right template are connected through a hinge, the left template and the right template are sleeved with the fixed assembly, the fixed assembly comprises an enclosing plate, a mounting plate and a threaded rod, the left template and the right template are sleeved with the enclosing plate, and the left template and the right template are connected through the threaded rod. Lantern rings are arranged at the two ends of the enclosing plate, a mounting seat is arranged on the mounting plate, the threaded rod is arranged on the mounting seat, the threaded rod is in threaded connection with a nut, the mounting plate is attached to the outer side faces of the lantern rings, the threaded rod extends into the lantern rings, a moving assembly is arranged on the inner side face of the mounting plate, and a shielding cover is arranged on the moving assembly. According to the device, the construction progress is accelerated, and the problem of complexity of storage and logistics is solved. The utility model is mainly applied to the aspect of cast-in-place concrete pile connection.

Description

Technical Field

[0001] The utility model relates to the technical field of concrete construction, and more specifically to a concrete cast-in-place pile connecting device. Background Art

[0002] Concrete piles, also known as cement fly ash gravel piles, are a commonly used foundation treatment method. They use cement, fly ash, gravel and water mixed in a certain proportion to form high-bonding strength piles, which together with the soil between piles and the cushion layer form a composite foundation. Concrete piles have the advantages of simple construction, low cost, large increase in bearing capacity, small post-construction deformation, and rapid settlement stability. They are suitable for a variety of soil conditions, including clay, silt, sand, etc.

[0003] A CFG pile connecting device is disclosed in a Chinese patent with the announcement number CN217500190U. In view of the problems that the existing technology of pile-joining formwork is cumbersome to assemble, the pile-joining formwork will be displaced during the concrete pouring process, resulting in the center of the pile connection not coinciding with the center of the CFG pile, and the iron drum is light in weight and easily floats, causing the bottom concrete to flow out. A CFG pile connecting device is provided, comprising a left semi-cylinder and a right semi-cylinder symmetrically arranged above the CFG pile, wherein the left semi-cylinder and the right semi-cylinder are hinged at one end by a hinge mechanism, and the other ends are connected by a locking mechanism. The pile connecting device of the utility model can be used cyclically and is durable, simple to assemble, easy to use, can be accurately positioned without displacement, and is not easy to float and cause leakage when pouring concrete.

[0004] Regarding the above-mentioned related technologies, the inventor believes that the following defects exist: the conventional recommended range of concrete piles is 350-600 mm, and there are various sizes and specifications. However, during use, this patent uses a ring, connecting bolts and connecting nuts to fix the left half cylinder and the right half cylinder together. It can only be used for piles of a specific diameter. Different pile connecting devices are required for piles of different diameters. When there are no piles of suitable diameters on site, it is necessary to wait for the appropriate pile connecting device to arrive at the site, thereby delaying the construction progress. In addition, pile connecting devices of various sizes need to be stored and managed, which increases the complexity of storage and logistics. Utility Model Content

[0005] In order to overcome the deficiencies of the above-mentioned prior art, the present invention provides a concrete cast-in-place pile connecting device, which solves the problem that the pile connecting device in the prior art can only be used for piles of a specific diameter. Different pile connecting devices are required for piles of different diameters. When there are no piles of suitable diameters on site, it is necessary to wait for the appropriate pile connecting device to arrive at the site, thereby delaying the construction progress. In addition, it is necessary to store and manage pile connecting devices of various sizes, which increases the complexity of storage and logistics.

[0006] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0007] A concrete cast-in-place pile connecting device, which is arranged on a pile head and includes an enclosure component, a fixing component and a movable component, the enclosure component including a left formwork and a right formwork, the left formwork and the right formwork being connected by a hinge, the left formwork and the right formwork being covered on the outside of the pile head, the fixing component being sleeved on the outside of the left formwork and the right formwork, the fixing component including an enclosure plate, a mounting plate and a threaded rod, the enclosure plate being sleeved on the outside of the left formwork and the right formwork, collars being provided at both ends of the enclosure plate, a mounting seat being provided on the mounting plate, the threaded rod being provided on the mounting seat, the threaded rod being arranged parallel to the mounting plate, a nut being threadedly connected to the threaded rod, the mounting plate being fitted with the outer side surface of the collar, the threaded rod extending into the collar, a movable component being provided on the inner side surface of the mounting plate, and a shielding cover being provided on the movable component.

[0008] The threaded rod is fitted with the inner side surface of the collar.

[0009] The moving assembly includes a guide groove, a guide block and a translation rod. The guide groove is horizontally arranged on the inner side surface of the mounting plate. The guide block is slidably arranged in the guide groove. The translation rod is fixedly connected to the guide block. The translation rod is arranged parallel to the mounting plate. The translation rod is arranged above the threaded rod, and the shielding cover is arranged on the side of the translation rod away from the guide block.

[0010] The shielding cover is arranged on the translation rod through an adjusting component.

[0011] The adjustment assembly includes a receiving groove, an annular groove, a lifting groove, an adjustment rod and a lifting rod. The receiving groove is opened at the top of the translation rod, the annular groove is connected and arranged in the middle of the receiving groove, the lifting groove is arranged above the annular groove, and the lifting groove is connected with the receiving groove and the annular groove. The adjustment rod is movably arranged in the receiving groove, an adjustment spring is arranged between the bottom of the adjusting rod and the bottom of the receiving groove, the lifting rod is arranged on one side of the adjusting rod, the lifting rod is matched with the annular groove and the lifting groove, and the shielding cover is arranged on the top of the adjusting rod.

[0012] The thickness of the left template and the right template gradually becomes thinner from the inside to the outside starting from the hinge end.

[0013] The shielding cover adopts a semi-arc cover structure.

[0014] Compared with the prior art, the present invention has the following beneficial effects:

[0015] The left and right formwork gradually become thinner from the inside to the outside. By adjusting the overlapping area of ​​the left and right formwork, the diameter of the enclosure can be adjusted according to the size of different concrete piles. Therefore, it can be quickly adjusted to adapt to different pile diameters on the construction site, improving construction efficiency. This device can adapt to concrete piles of various sizes, reducing the difficulty and requirements of storage and logistics.

[0016] The left and right formworks are surrounded by the enclosing plate, and the two rings are locked together by the mounting plate, mounting seat, threaded rod and nut, thereby fixing the left and right formworks to avoid leakage of slurry at the overlapping parts of the left and right formworks when pouring concrete.

[0017] The position of the shielding cover can be changed by moving the component, and then the shielding cover can be moved directly above the nut. The angle of the shielding cover can be changed by adjusting the component, and then the shielding cover can be rotated to provide shielding for the nut from above, preventing concrete from falling on the nut during pouring, which would affect the subsequent disassembly work. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a schematic diagram of the structure of the utility model;

[0019] Figure 2 This is a schematic diagram of the fixing assembly of the utility model;

[0020] Figure 3 for Figure 2 A magnified schematic diagram of the middle part A;

[0021] Figure 4 This is a schematic diagram of the mobile component in the utility model;

[0022] Figure 5 This is a schematic diagram of the adjustment component in the present utility model;

[0023] In the figure: 101 is the pile head, 102 is the enclosure component, 201 is the fixed component, 202 is the movable component, 203 is the adjustment component, 204 is the shielding cover, 102a is the left template, 102b is the right template, 201a is the enclosure plate, 201b is the collar, 201c is the mounting plate, 201d is the mounting seat, 201e is the threaded rod, 201f is the nut, 202a is the guide groove, 202b is the guide block, 202c is the translation rod, 203a is the accommodating groove, 203b is the annular groove, 203c is the lifting groove, 203d is the adjusting spring, 203e is the adjusting rod, and 203f is the lifting rod. DETAILED DESCRIPTION

[0024] In order to more clearly understand the above-mentioned purposes, features and advantages of the present invention, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features therein can be combined with each other without conflict.

[0025] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways different from those described herein. Therefore, the scope of protection of the present invention is not limited to the specific embodiments disclosed below.

[0026] like Figures 1 to 5 As shown, a concrete cast-in-place pile connection device is provided on a pile head 101, comprising an enclosure component, a fixing component 201 and a moving component 202, wherein the enclosure component comprises a left template 102a and a right template 102, the left template 102a and the right template 102 are connected by a hinge, the left template 102a and the right template 102 are covered on the outside of the pile head 101, the fixing component 201 is sleeved on the outside of the left template 102a and the right template 102, the fixing component 201 comprises an enclosure plate 201a, a mounting plate 201c and a threaded rod 201e, the enclosure plate 201a is sleeved on the On the outside of the left template 102a and the right template 102, rings 201b are provided at both ends of the enclosing plate 201a, a mounting seat 201d is provided on the mounting plate 201c, a threaded rod 201e is provided on the mounting seat 201d, the threaded rod 201e is provided in parallel with the mounting plate 201c, a nut 201f is threadedly connected to the threaded rod 201e, the mounting plate 201c is provided to fit the outer side surface of the ring 201b, the threaded rod 201e is extended into the ring 201b, a moving component 202 is provided on the inner side surface of the mounting plate 201c, and a shielding cover 204 is provided on the moving component 202.

[0027] When connecting the piles, the surrounding soil is cleaned to expose the pile head 101, and an enclosure component is sleeved on the side of the pile head 101. The enclosure diameter of the enclosure component can be adjusted according to the size of the pile head 101 when in use. The connection between the left formwork 102a and the right formwork 102b is attached to the circumference of the pile head 101, and the left formwork 102a and the right formwork 102b are rotated to fit the circumference of the pile head 101, and the left end of the left formwork 102a and the right end of the right formwork 102b are overlapped, and then the diameter of the enclosure is adjusted according to the size of different concrete piles, wherein the size of different concrete piles will affect the overlapping area of ​​the left end of the left formwork 102a and the right end of the right formwork 102b. After the left formwork 102a and the right formwork 102b are enclosed on the circumference of the pile head 101, the adjusted enclosure assembly 102 is firmly fixed to the circumference of the pile head 101 by the fixing assembly 201, and the shielding cover 204 is moved from the position of the ring 201b to above the nut 201f by the moving assembly 202, and the shielding cover 204 is rotated 90° by the adjusting assembly 203. The shielding cover 204 provides shielding for the nut 201f from above to prevent the nut 201f from being soaked by concrete.

[0028] Preferably, the threaded rod 201e is fitted with the inner side of the collar 201b. The mounting plate 201c is fitted with the front end surface of the collar 201b, the threaded rod 201e is fitted with the inner wall of the collar 201b, and the mounting seat 201d and the nut 201f are respectively fitted with the side walls of the collar 201b. The mounting plate 201c, the mounting seat 201d, the threaded rod 201e, and the nut 201f cooperate to lock the two collars 201b together, and then the collars 201b cooperate with the enclosing plate 201a to fix the left template 102a and the right template 102b. The threaded rod 201e is fitted with the inner wall of the collar 201b, and the mounting seat 201d is fitted with the side wall of the collar 201b. Then, the nut 201f is rotated, and the nut 201f moves on the threaded rod 201e until the nut 201f is fitted with the side wall of the collar 201b.

[0029] Preferably, the moving assembly 202 includes a guide groove 202a, a guide block 202b and a translation rod 202c, the guide groove 202a is horizontally arranged on the inner side surface of the mounting plate 201c, the guide block 202b is slidingly arranged in the guide groove 202a, the translation rod 202c is fixedly connected to the guide block 202b, the translation rod 202c is arranged parallel to the mounting plate 201c, the translation rod 202c is arranged above the threaded rod 201e, and the shielding cover 204 is arranged on the side of the translation rod 202c away from the guide block 202b.

[0030] Preferably, the shielding cover 204 is arranged on the translation rod 202c through the adjustment component 203.

[0031] Preferably, the adjustment assembly 203 includes a receiving groove 203a, an annular groove 203b, a lifting groove 203c, an adjustment rod 203e and a lifting rod 203f. The receiving groove 203a is opened at the top of the translation rod 202c, the annular groove 203b is connected and arranged in the middle of the receiving groove 203a, the lifting groove 203c is arranged above the annular groove 203b, the lifting groove 203c is connected with the receiving groove 203a and the annular groove 203b, the adjustment rod 203e is movably arranged in the receiving groove 203a, an adjustment spring 203d is arranged between the bottom of the adjustment rod 203e and the bottom of the receiving groove 203a, the lifting rod 203f is arranged on one side of the adjustment rod 203e, the lifting rod 203f is matched with the annular groove 203b and the lifting groove 203c, the lifting rod 203f can slide up and down in the lifting groove 203c or rotate in the annular groove 203b, and the shielding cover 204 is arranged on the top of the adjustment rod 203e.

[0032] Preferably, the thickness of the left template 102a and the right template 102 gradually becomes thinner from the inside to the outside starting from the hinge end.

[0033] Preferably, the shielding cover 204 adopts a semi-arc cover structure.

[0034] The translation rod 202c slides along the guide groove 202a, passes the shielding cover 204 from the position of the ring 201b, and moves it to the top of the nut 201f. At this time, the shielding cover 204 is in the same direction as the translation rod 202c, and then the shielding cover 204 is rotated. At this time, the adjusting rod 203e rotates in the accommodating groove 203a, and the lifting rod 203f rotates in the annular groove 203b. After rotating 90°, the lifting rod 203f and the lifting groove 203c are on the same plane. At this time, the adjusting spring 203d lifts the adjusting rod 203e, and the lifting rod 203f enters the top of the lifting groove 203c from the annular groove 203b. At this time, the shielding cover 204 can no longer rotate. The shielding cover 204 provides shielding for the nut 201f from above to prevent the nut 201f from being soaked in concrete, affecting the later disassembly.

[0035] The above only describes in detail the preferred embodiments of the present invention, but the present invention is not limited to the above embodiments. Within the scope of knowledge possessed by ordinary technicians in this field, various changes can be made without departing from the purpose of the present invention, and various changes should be included in the scope of protection of the present invention.

Claims

1. A concrete cast-in-place pile connecting device, the device being arranged on a pile head (101), characterized in that: The invention comprises an enclosure component, a fixing component (201) and a moving component (202), wherein the enclosure component comprises a left template (102a) and a right template (102), wherein the left template (102a) and the right template (102) are connected via a hinge, wherein the left template (102a) and the right template (102) are covered on the outside of the pile head (101), wherein the fixing component (201) is sleeved on the outside of the left template (102a) and the right template (102), wherein the fixing component (201) comprises an enclosure plate (201a), a mounting plate (201c) and a threaded rod (201e), wherein the enclosure plate (201a) is sleeved on the outside of the left template (102a) and the right template (102), wherein the enclosure plate (201a) is sleeved on the outside of the left template (102a) and the right template (102), wherein the enclosure plate (201a) is sleeved on the outside of the left template (102a) and the right template (102), wherein the enclosure plate (201c) and the moving component (202) are sleeved on the outside of the left template (102a) and the right template (102). Rings (201b) are provided at both ends of the plywood (201a), a mounting seat (201d) is provided on the mounting plate (201c), the threaded rod (201e) is provided on the mounting seat (201d), the threaded rod (201e) is provided in parallel with the mounting plate (201c), a nut (201f) is threadedly connected to the threaded rod (201e), the mounting plate (201c) is fitted with the outer side surface of the ring (201b), the threaded rod (201e) extends into the ring (201b), a moving component (202) is provided on the inner side surface of the mounting plate (201c), and a shielding cover (204) is provided on the moving component (202).

2. A concrete pile connecting device according to claim 1, characterized in that: The threaded rod (201e) is arranged in close contact with the inner side surface of the collar (201b).

3. The concrete pile connecting device according to claim 1, characterized in that: The moving assembly (202) comprises a guide groove (202a), a guide block (202b) and a translation rod (202c); the guide groove (202a) is horizontally arranged on the inner side surface of the mounting plate (201c); the guide block (202b) is slidably arranged in the guide groove (202a); the translation rod (202c) is fixedly connected to the guide block (202b); the translation rod (202c) is arranged parallel to the mounting plate (201c); the translation rod (202c) is arranged above the threaded rod (201e); and the shielding cover (204) is arranged on a side of the translation rod (202c) away from the guide block (202b).

4. A concrete cast-in-place pile connection device according to claim 3, characterized in that: The shielding cover (204) is arranged on the translation rod (202c) via an adjustment component (203).

5. The concrete cast-in-place pile connection device according to claim 4, characterized in that: The regulating assembly (203) comprises a receiving groove (203a), an annular groove (203b), a lifting groove (203c), an regulating rod (203e) and a lifting rod (203f), wherein the receiving groove (203a) is provided at the top of the translation rod (202c), the annular groove (203b) is connected and arranged in the middle of the receiving groove (203a), the lifting groove (203c) is arranged above the annular groove (203b), and the lifting groove (203c) is connected to the receiving groove (203a) and the annular groove. (203b) is connected and arranged, the adjusting rod (203e) is movably arranged in the accommodating groove (203a), an adjusting spring (203d) is arranged between the bottom of the adjusting rod (203e) and the bottom of the accommodating groove (203a), the lifting rod (203f) is arranged on one side of the adjusting rod (203e), the lifting rod (203f) is matched with the annular groove (203b) and the lifting groove (203c), and the shielding cover (204) is arranged on the top of the adjusting rod (203e).

6. The concrete cast-in-place pile connection device according to claim 1, characterized in that: The left template (102a) and the right template (102) gradually become thinner from the hinge end to the outside.

7. The concrete pile connection device according to claim 1, characterized in that: The shielding cover (204) adopts a semi-arc cover structure.

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