Prefabricated part pile body structure for building

Abstract

The utility model relates to the technical field of building pile bodies, and discloses a preassembled pile body structure for a building, the preassembled pile body structure comprises a prefabricated pile body and a base plate for limiting the prefabricated pile body, a through hole for the prefabricated pile body to penetrate through is vertically formed in the middle of the base plate, and a plurality of supports are distributed on the base plate in the circumferential direction of the through hole; each support is bent towards the prefabricated pile body, a vertical groove is formed in the position, corresponding to the top end of each support, of the outer side wall of the prefabricated pile body, the vertical grooves extend to the bottom wall of the prefabricated pile body, and the top ends of the supports are located in the corresponding vertical grooves and are in sliding fit with the vertical grooves in the vertical direction. The device has the effect of reducing the deviation possibility of the pile body in the driving process.

Description

Technical Field

[0001] The present application relates to the technical field of building piles, and in particular to a preassembled pile structure for construction. Background Art

[0002] As an important form of deep foundation for buildings, precast piles are widely used in the construction industry. With the continuous advancement of engineering technology, new steel piles and reinforced concrete piles are increasingly being used in engineering construction due to their excellent performance.

[0003] During the installation of precast piles, the verticality of the pile position is a key factor in ensuring its supporting performance and use effect. However, in the existing precast pile construction process, especially when the hammer method is used for construction, the hammer method relies on heavy objects to hit the top of the pile body to make it sink into place. However, this method can easily cause the pile body to deviate when hit by heavy objects, causing the pile body to shift and tilt when it is driven into the foundation, seriously affecting the installation quality and stability of subsequent foundation construction.

[0004] At present, although there are some solutions in the engineering field that try to solve this problem, such as improving construction technology and optimizing pile design, these solutions are often limited in effect and cannot fundamentally solve the problem of pile displacement. Therefore, how to effectively prevent the prefabricated piles from deflecting during the hammering construction process and ensure the verticality of the pile has become a technical problem that needs to be solved urgently in the current engineering technology field. Utility Model Content

[0005] In order to effectively reduce the possibility of the pile body being deflected during the driving process, the present application provides a preassembled pile body structure for construction.

[0006] The present application provides a preassembled pile structure for construction using the following technical solution:

[0007] A prefabricated pile structure for construction comprises a prefabricated pile and a base plate for limiting the position of the prefabricated pile, wherein a through hole is vertically opened in the middle of the base plate for the prefabricated pile to pass through, and a plurality of brackets are distributed circumferentially around the through hole on the base plate, each of the brackets is bent toward the prefabricated pile, a vertical groove is opened on the outer side wall of the prefabricated pile body corresponding to the top end of each bracket, the vertical groove extends to the bottom wall of the prefabricated pile body, the top end of the bracket is located in the corresponding vertical groove, and vertically slides with the vertical groove.

[0008] By adopting the above technical solution, during the installation of the prefabricated pile body, the base plate is first placed at a predetermined position, and the positioning pile is inserted into the positioning hole to fix the base plate. Subsequently, the prefabricated pile body is passed through the through hole of the base plate, ensuring that the top of the bracket is aligned and inserted into the vertical groove on the outer wall of the prefabricated pile body. During the hammering construction process, the impact force of the heavy object on the top of the prefabricated pile body will drive the prefabricated pile body to move downward. At this time, the top of the bracket slides in the vertical groove, effectively limiting the deviation of the prefabricated pile body and ensuring its verticality.

[0009] The movable plate is provided with a plurality of grooves on the side walls of the movable plate, and the grooves on the fixed plate and the movable plate correspond to each other vertically. The movable plate comprises a connecting rod hinged in the installing groove, a connecting block arranged on two connecting rod ends relative to each other, and a top column arranged on the side of the connecting block facing the inner wall of the precast pile body. When the movable plate moves toward the fixed plate, the connecting rods arranged relatively on the fixed plate and the movable plate push the connecting block to move in the direction toward the inner wall of the precast pile body until the top column contacts the inner wall of the precast pile body.

[0010] By adopting the above technical solution, when the movable plate moves up and down relative to the fixed plate, the connecting rod will rotate accordingly, pushing the connecting block and the top column to move toward or away from the inner wall of the precast pile body, until the top column tightly contacts the inner wall of the precast pile body, forming a stable supporting structure, thereby enhancing the structural stability of the precast pile body.

[0011] Optionally, a screw is provided on the top wall of the movable plate at the axis position for vertical rotation, the top of the screw passes through the top wall of the precast pile body through threaded rotation, and the screw and the top wall of the precast pile body are matched through threaded rotation.

[0012] By adopting the above technical solution, the setting of the screw rod makes it easy to adjust the position of the movable plate. The movable plate can be driven to move up and down by rotating the screw rod, thereby adjusting the supporting strength of the top support assembly.

[0013] Optionally, an adjusting block for facilitating the rotation of the screw rod is provided at the top of the prefabricated pile body where the screw rod extends out.

[0014] By adopting the above technical solution, the setting of the adjustment block makes it convenient for operators to rotate and adjust the screw rod.

[0015] Optionally, a plurality of positioning holes are arranged around the top of the substrate in the through hole, each of the positioning holes is arranged to vertically penetrate the substrate, and a positioning pile is vertically penetrated in each of the positioning holes.

[0016] By adopting the above technical solution, the positioning piles play a key positioning role for the base plate, preventing the deviation of the overall structure, thereby greatly improving the stability and safety of the building foundation.

[0017] Optionally, a pressure plate is coaxially arranged on the top of the positioning pile, and the diameter of the pressure plate is larger than the diameter of the positioning pile. When the base plate is fixed on the foundation, the pressure plate is arranged to abut against the base plate.

[0018] By adopting the above technical solution, the pressure plate is hammered so that the multiple positioning piles can prevent the base plate from deflecting and fix the base plate on the foundation, thereby improving the stability of the base plate and further enhancing the stability of the entire preassembled pile structure.

[0019] Optionally, a level is provided on the top of the substrate.

[0020] By adopting the above technical solution, the level meter can detect and display the horizontality of the base plate in real time, ensuring that the base plate is always in a horizontal state during the installation of the precast pile body. This not only helps to ensure the verticality of the precast pile body, but also further improves the stability and safety of the entire building foundation.

[0021] Optionally, the spirit level is detachably mounted on a base plate, a seating groove is provided on the base plate corresponding to the spirit level, a limiting ring is coaxially arranged on the side wall of the seating groove near the top, a plug-in hole is provided on the limiting ring vertically connected to the seating groove, a plug-in block matching the plug-in hole is provided on the side wall of the spirit level, the plug-in block on the spirit level is aligned with the plug-in hole and inserted into the seating groove, and the spirit level is rotated, at which time the plug-in block is limited between the seating groove and the limiting ring.

[0022] By adopting the above technical solution, the spirit level is designed as a detachable structure, which helps to remove the pre-installed pile structure after it is fixed, and store and keep it so that it can be used on other pre-installed pile structures, thereby reducing construction costs; when in use, it is only necessary to align the plug-in block of the spirit level with the plug-in hole and insert it into the mounting groove, and rotate the spirit level to make it firmly limited between the mounting groove and the limit ring, so as to measure the instant levelness of the substrate for adaptive adjustment.

[0023] In summary, the present application includes at least one of the following beneficial technical effects:

[0024] 1. During the installation of the precast pile, first place the base plate at the predetermined position and insert the positioning pile into the positioning hole to fix the base plate. Then, pass the precast pile through the through hole of the base plate, ensuring that the top of the bracket is aligned and inserted into the vertical groove on the outer wall of the precast pile. During the hammering construction process, the impact force of the heavy object on the top of the precast pile will drive the precast pile to move downward. At this time, the top of the bracket slides in the vertical groove, effectively limiting the deviation of the precast pile and ensuring its verticality;

[0025] 2. When the movable plate moves up and down relative to the fixed plate, the connecting rod will rotate accordingly, pushing the connecting block and the top column to move toward or away from the inner wall of the precast pile body. Until the top column tightly contacts the inner wall of the precast pile body, forming a stable supporting structure, thereby enhancing the structural stability of the precast pile body;

[0026] 3. The setting of the screw rod facilitates the adjustment of the position of the movable plate. The movable plate can be driven to move up and down by rotating the screw rod, thereby adjusting the supporting strength of the top support assembly. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0028] Figure 2 It is a cross-sectional view of the overall structure of an embodiment of the present application.

[0029] Figure 3 It is a schematic diagram showing the connection relationship between the movable plate, the fixed plate and the top support assembly in the embodiment of the present application.

[0030] Figure 4 It is an exploded view showing the positional relationship between the upper limit ring and the connecting groove on the substrate in the embodiment of the present application.

[0031] Description of reference numerals:

[0032] 1. Prefabricated pile body; 11. Cavity; 12. Vertical groove; 13. Placement groove; 131. Limiting ring; 2. Base plate; 21. Through hole; 22. Positioning hole; 23. Plug-in hole; 3. Fixed plate; 31. Installation groove; 4. Movable plate; 5. Top support assembly; 51. Connecting rod; 52. Connecting block; 53. Top column; 6. Positioning piece; 61. Positioning pile; 62. Press plate; 7. Guide piece; 71. Bracket; 8. Screw; 81. Adjustment block; 9. Level; 91. Plug-in block. DETAILED DESCRIPTION

[0033] The following is combined with Figure 1-4 This application is described in further detail.

[0034] The embodiment of the present application discloses a preassembled pile structure for construction.

[0035] Reference Figure 1 and Figure 2 A prefabricated pile structure for construction includes a prefabricated pile body 1 and a base plate 2. A cavity 11 is coaxially arranged in the prefabricated pile body 1. A fixed plate 3 is coaxially fixedly arranged in the cavity 11. A movable plate 4 is coaxially slidably arranged above the fixed plate 3 in the cavity 11, and a top support assembly 5 is arranged between the fixed plate 3 and the movable plate 4. A through hole 21 is vertically opened in the middle of the base plate 2 for the prefabricated pile body 1 to pass through, and a positioning member 6 for connecting to the foundation and a guide member 7 for guiding the prefabricated pile body 1 are arranged on the base plate 2.

[0036] Reference Figure 1 and Figure 2 During the installation of the prefabricated pile body 1, the base plate 2 is first placed at a predetermined position and fixed by the positioning member 6. Subsequently, the prefabricated pile body 1 is passed through the through hole 21 of the base plate 2, and the prefabricated pile body 1 is limited and guided by the guide member 7; during the hammering construction process, the impact force of the heavy object on the top of the prefabricated pile body 1 will drive the prefabricated pile body 1 to move vertically downward under the guidance of the guide member 7.

[0037] Reference Figure 1 and Figure 2 The top wall of the movable plate 4 is located at the position of the axis and is vertically rotated with a screw rod 8. The top of the screw rod 8 is penetrated through the top wall of the prefabricated pile body 1 by threaded rotation, and the screw rod 8 and the top wall of the prefabricated pile body 1 are matched by threaded rotation. The screw rod 8 extends out of the top of the prefabricated pile body 1 and is fixed with an adjustment block 81.

[0038] Reference Figure 2 and Figure 3 , the side walls of the fixed plate 3 and the movable plate 4 are provided with a plurality of mounting grooves 31 distributed along their own circumferences. In this embodiment, four groups are taken as an example, and the mounting grooves 31 on the fixed plate 3 and the movable plate 4 are provided with one each vertically opposite to each other. The top support assembly 5 includes a connecting rod 51, a connecting block 52, and a top column 53. A connecting rod 51 is hingedly provided corresponding to each mounting groove 31, and the hinged connecting rods 51 in each group of mounting grooves 31 are arranged opposite to each other. A connecting block 52 is provided corresponding to each group of connecting rods 51, and the connecting blocks 52 are hingedly connected to the opposite ends of each group of connecting rods 51, and the top column 53 is fixedly provided on the side wall of the connecting block 52 facing the inner side wall of the prefabricated pile body 1, and the connecting surface of the top column 53 and the connecting block 52 is arranged vertically.

[0039] Reference Figure 3 and Figure 4 When the movable plate 4 moves toward the fixed plate 3, the connecting rods 51 arranged opposite to each other on the fixed plate 3 and the movable plate 4 push the connecting block 52 to move in the direction toward the inner wall of the precast pile body 1 until the top column 53 abuts against the inner wall of the precast pile body 1.

[0040] Reference Figure 1 and Figure 2 , a plurality of positioning holes 22 are arranged around the top of the substrate 2. Four positioning holes 22 are used as an example in this embodiment. The four positioning holes 22 are respectively arranged at the four corners of the substrate 2. Each positioning hole 22 is arranged vertically through the substrate 2. A positioning member 6 is arranged corresponding to each positioning hole 22. The positioning member 6 in this embodiment includes a positioning pile 61 and a pressure plate 62. The positioning pile 61 is arranged vertically through the positioning hole 22 and is slidably matched with the positioning hole 22. The pressure plate 62 is coaxially fixed on the top of the positioning pile 61, and the diameter of the pressure plate 62 is larger than the diameter of the positioning pile 61. When the substrate 2 is fixed on the foundation, the pressure plate 62 is arranged to contact the substrate 2.

[0041] Reference Figure 1 The guide member 7 in this embodiment is four brackets 71 distributed circumferentially around the through hole 21, each bracket 71 is bent toward the precast pile body 1, and a vertical groove 12 is opened on the outer wall of the precast pile body 1 corresponding to the top of each bracket 71, each vertical groove 12 extends to the bottom wall of the precast pile body 1, and the top of the bracket 71 is located in the corresponding vertical groove 12 and slides vertically with the vertical groove 12.

[0042] Reference Figure 1 and Figure 4 In order to ensure the verticality of the prefabricated pile body 1, a level meter 9 is provided on the top of the base plate 2, and a placement groove 13 is provided on the base plate 2 corresponding to the level meter 9. A limiting ring 131 is coaxially fixedly provided on the inner side wall of the placement groove 13 near the top, and two plug-in blocks 91 are fixedly provided on the side wall of the level meter 9. The two plug-in blocks 91 are axially symmetrically arranged along the axis of the level meter 9. A plug-in hole 23 is provided on the limiting ring 131 corresponding to the plug-in block 91 along the vertical connection placement groove 13. The plug-in block 91 on the level meter 9 is aligned with the plug-in hole 23 and inserted into the placement groove 13, and the level meter 9 is rotated, and the plug-in block 91 can be limited between the placement groove 13 and the limiting ring 131.

[0043] The implementation principle of the pre-installed pile structure for construction in the embodiment of the present application is as follows: during the construction process, if the pre-installed pile needs to be installed, the base plate 2 can be placed in advance at the position where it needs to be installed, and the positioning pile 61 can be driven into the foundation through the positioning hole 22 provided in the base plate 2. At this time, the pressure plate 62 can be knocked by a hammer or other instrument manually, so that the positioning pile 61 moves downward and is inserted into the foundation to perform a preliminary fixing operation on the base plate 2.

[0044] Then, an external pile hanging machine is used to insert the prefabricated pile body 1 into the through hole 21 provided in the base plate 2 to locate the position of the prefabricated pile body 1. When the prefabricated pile body 1 is inserted into the foundation from the through hole 21, the vertical groove 12 provided on the outer peripheral surface of the prefabricated pile body 1 and the four brackets 71 provided on the base plate 2 for support can be slidably matched to achieve a stable installation operation of the prefabricated pile body 1;

[0045] When the prefabricated pile body 1 is driven in, the adjusting block 81 can be rotated with the help of a tool to realize the rotation of the screw rod 8, so that the movable plate 4 moves toward the side of the bottom plate fixing plate 3, thereby realizing the synchronous outward extrusion of the connecting rod 51, driving the connecting block 52 and the top column 53 to repel outward synchronously, so as to realize the limit fixation of the prefabricated pile body 1 inserted into the foundation.

[0046] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, all equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A preassembled pile structure for construction, characterized in that: The invention comprises a prefabricated pile body (1) and a base plate (2) for limiting the position of the prefabricated pile body (1); a through hole (21) for the prefabricated pile body (1) to pass through is opened in the middle of the base plate (2) in the vertical direction; a plurality of brackets (71) are distributed around the through hole (21) on the base plate (2); each of the brackets (71) is bent toward the prefabricated pile body (1); a vertical groove (12) is opened on the outer side wall of the prefabricated pile body (1) corresponding to the top of each bracket (71); the vertical groove (12) extends to the bottom wall of the prefabricated pile body (1); the top of the bracket (71) is located in the corresponding vertical groove (12) and is vertically slidably matched with the vertical groove (12).

2. A preassembled pile structure for construction according to claim 1, characterized in that: A cavity (11) is coaxially arranged in the prefabricated pile body (1), a fixed plate (3) is coaxially fixedly arranged in the cavity (11), a movable plate (4) is slidably arranged above the fixed plate (3) in the cavity (11), and a supporting assembly (5) for supporting the inner side wall of the prefabricated pile body (1) is arranged between the fixed plate (3) and the movable plate (4), a plurality of mounting grooves (31) are arranged on the side walls of the fixed plate (3) and the movable plate (4) along their own circumferential directions, and the mounting grooves (31) on the fixed plate (3) and the movable plate (4) are arranged one by one in the vertical direction. The supporting assembly (5) comprises a connecting rod (51) hinged in the installation groove (31), a connecting block (52) arranged on the opposite connecting rod ends of the two connecting rods (51), and a top column (53) arranged on the side of the connecting block (52) facing the inner wall of the precast pile body (1). When the movable plate (4) moves toward the fixed plate (3), the connecting rods (51) arranged opposite to each other on the fixed plate (3) and the movable plate (4) push the connecting block (52) to move in the direction toward the inner wall of the precast pile body (1) until the top column (53) contacts the inner wall of the precast pile body (1).

3. A preassembled pile structure for construction according to claim 2, characterized in that: The top wall of the movable plate (4) is provided with a screw rod (8) at the position of the axis and is rotatable vertically. The top of the screw rod (8) passes through the top wall of the prefabricated pile body (1) through threaded rotation, and the screw rod (8) and the top wall of the prefabricated pile body (1) are matched through threaded rotation.

4. A preassembled pile structure for construction according to claim 3, characterized in that: The top of the screw rod (8) extending out of the prefabricated pile body (1) is provided with an adjustment block (81) for facilitating the rotation of the screw rod (8).

5. The preassembled pile structure for construction according to claim 1, characterized in that: A plurality of positioning holes (22) are arranged around the top of the substrate (2) in the through hole (21), each positioning hole (22) is arranged to vertically penetrate the substrate (2), and a positioning pile (61) is vertically penetrated in each positioning hole (22).

6. A preassembled pile structure for construction according to claim 5, characterized in that: A pressure plate (62) is coaxially arranged on the top of the positioning pile (61); the diameter of the pressure plate (62) is larger than the diameter of the positioning pile (61); when the base plate (2) is fixed on the foundation, the pressure plate (62) is arranged to abut against the base plate (2).

7. A preassembled pile structure for construction according to claim 1, characterized in that: A level (9) is provided on the top of the substrate (2).

8. A preassembled pile structure for construction according to claim 7, characterized in that: The level (9) is detachably arranged on a base plate (2); a placement groove (13) is provided on the base plate (2) corresponding to the level (9); a limiting ring (131) is coaxially arranged on a side wall of the placement groove (13) close to the top; a plug-in hole (23) is provided on the limiting ring (131) along a vertical direction connected to the placement groove (13); a plug-in block (91) matching the plug-in hole (23) is provided on the side wall of the level (9); the plug-in block (91) on the level (9) is aligned with the plug-in hole (23) and inserted into the placement groove (13); and the level (9) is rotated, at which time the plug-in block (91) is limited between the placement groove (13) and the limiting ring (131).

Images