Automatic installation process and device for steel pipe inclined piles

Abstract

The present invention relates to an automatic installation process and device for steel pipe piles and inclined piles, and belongs to the technical field of steel pipe pile construction. The automatic installation process for steel pipe piles and inclined piles includes the following steps: S1, calculating and obtaining the manufacturing height of the installation platform; S2, hoisting the installation platform to the top of the steel pipe pile, and passing the top of the steel pipe pile through the installation platform, and limiting and fixing the steel pipe pile by the fixing parts of the steel pipe pile head; S3, using the slide fixed on the installation platform to slide the supporting slope to the bottom of the clamp, the slope angle of the supporting slope is equal to the installation angle of the clamp, and a leveling pad for installing the I-beam is set at the connection of the clamp; S4, fastening and fixing the connection of the clamp. The fixing and limiting design of the installation platform of the automatic installation process for steel pipe piles and inclined piles realizes the rapid positioning and installation of the steel pipe pile and the installation platform, avoids manual debugging, and reduces safety hazards such as component collision and personal injury.

Description

Technical Field

[0001] The invention belongs to the technical field of steel pipe pile construction, and particularly relates to an automatic installation process and device for inclined steel pipe piles. Background Art

[0002] Steel pipe piles are a common component used in wharf construction, primarily for supporting and securing the dock. Their high strength and corrosion resistance make them indispensable infrastructure. Slanted piles, a common accessory, are primarily used to enhance the piles' ability to resist rolling, helping them better withstand lateral loads and preventing them from tilting or deforming under lateral forces, thereby ensuring the stability and safety of the wharf.

[0003] The installation of inclined pile steel clamps is an important factor affecting the quality of high-pile wharfs. During construction, personnel need to work on the lifting platform, which poses a huge safety hazard. In addition, the lifting equipment and measuring equipment need to be occupied for a long time, which seriously affects construction efficiency and causes waste of resources.

[0004] Therefore, how to provide an efficient and safe method for installing inclined steel pipe piles is a technical problem that urgently needs to be solved. Summary of the Invention

[0005] In view of the deficiencies in the prior art, the present invention provides an automatic installation process and device for steel pipe piles and inclined piles, which can achieve rapid positioning and installation of steel pipe piles and installation platforms.

[0006] The present invention provides an automatic installation process for inclined steel pipe piles, comprising the following steps:

[0007] S1, calculate and obtain the manufacturing height of the installation platform;

[0008] S2, hoisting the installation platform to the top of the steel pipe pile, passing the top of the steel pipe pile through the installation platform, and fixing the steel pipe pile in a limited position using the fixing pieces at the head of the steel pipe pile;

[0009] S3, using a slide fixed on the installation platform, slide the support slope to the bottom of the clamp. The slope angle of the support slope is equal to the installation angle of the clamp, and a leveling pad for installing the I-beam is set at the connection of the clamp;

[0010] S4, fasten and secure the connection of the clamp.

[0011] This technical solution can achieve rapid positioning and installation of steel pipe piles and the installation platform through the fixing and limiting design of the installation platform.

[0012] In some embodiments, in step S1, the method for calculating the manufacturing height of the installation platform includes: inversely calculating the clamp installation elevation based on the pile cap bottom elevation, and calculating the manufacturing height of the installation platform based on the clamp installation elevation and the elevation of the steel pipe pile top.

[0013] This technical solution ensures that the installation position of the installation platform and the clamp are accurately matched by accurately calculating the production height of the installation platform.

[0014] In some embodiments, in step S2, the method of limiting and fixing the steel pipe pile by the fixing parts at the top of the steel pipe pile includes: fixing the fixing ring and the limiting rod to the head of the steel pipe pile by bolts, and clamping the crossbeam of the installation platform in the limiting rod to complete the automatic limiting and installation of the steel pipe pile and the installation platform.

[0015] This technical solution uses a fixing ring, a limiting rod and bolts to quickly lock the steel pipe pile head with the installation platform beam, realizing automatic limiting and installation, and reducing manual adjustment time.

[0016] In some embodiments, in step S3, the method of setting a leveling pad for installing an I-beam at the connection of the clamp includes: inserting a connecting plate of the leveling pad on one side of the connection of the clamp to ensure that the pad of the leveling pad remains horizontal.

[0017] This technical solution provides a horizontal installation surface for the subsequent installation of I-beams by inserting the connecting plate of the leveling pad into the connection of the clamp and ensuring that the pad remains horizontal.

[0018] Based on the above-mentioned automatic installation process of steel pipe piles and inclined piles, the present invention also provides an automatic installation device for steel pipe piles and inclined piles, which adopts the above-mentioned automatic installation process of steel pipe piles and inclined piles, including:

[0019] The installation platform is arranged at the top of the steel pipe pile and is used to provide an installation platform for the steel pipe pile and the inclined pile; the installation platform includes a bottom plate with an opening, and the top of the steel pipe pile passes through the bottom plate through the opening;

[0020] A fixing part is installed on the pile head of the steel pipe pile and is used to fix and limit the steel pipe pile and the installation platform;

[0021] A clamp is provided on the outer periphery of the steel pipe pile to hold the steel pipe pile tightly;

[0022] A supporting slope is provided below the hoop and is used to support the hoop;

[0023] The slide plate is installed on the two opposite sides of the hole and is hinged to the edge of the hole. When the steel pipe pile passes through the hole, the slide plate rotates to open the complete hole. After the steel pipe pile passes through the hole, the slide plate rotates and closes and remains on the same plane as the base plate. At this time, the supporting slope slides along the slide plate to the bottom of the clamp.

[0024] This technical solution uses the fixing parts of the installation platform to achieve automatic limit fixation of the steel pipe pile and the installation platform, without the need for manual debugging, thus reducing safety hazards such as component collision and personal injury.

[0025] In some embodiments, the installation platform further includes a fence for protection, and the fence is installed above the four sides of the base plate.

[0026] This technical solution effectively prevents construction workers or tools from accidentally falling by setting up fences.

[0027] In some embodiments, the fixing member includes a limit rod, which is C-shaped, and the opening of the C-shaped limit rod is downwardly buckled on the top of the steel pipe pile; the installation platform also includes a beam installed on the top of the fence, and the limit rod has a groove for limiting the position of the beam.

[0028] This technical solution achieves rapid and accurate positioning of the installation platform and steel pipe piles through the cooperation of limit rods and crossbeams.

[0029] In some embodiments, the fixing member further includes a fixing ring, which is sleeved on the pile head of the steel pipe pile, the fixing ring is fixedly connected to the steel pipe pile by bolts, and both ends of the limiting rod are fixedly connected to the fixing ring.

[0030] This technical solution forms a stable steel pipe pile connection structure by combining a fixing ring and a limit rod fixed by bolts, ensuring reliable fixation of the installation platform and the pile body.

[0031] In some embodiments, a guide rail is provided on the upper surface of the slide plate, and a sliding groove matching the guide rail is provided on the bottom surface of the supporting slope.

[0032] This technical solution achieves smooth and precise sliding of the supporting slope through the provision of guide rails and slide grooves, avoiding manual adjustment.

[0033] In some embodiments, the leveling pad includes a pad and a connecting plate, the connecting plate is installed between the clamp connections, the pad is arranged above the connecting plate, and the upper surface of the pad is horizontal.

[0034] This technical solution provides a precise installation reference for the I-beam by setting the pad and the connecting plate.

[0035] Based on the above scheme, the automated installation process for steel pipe piles in this embodiment of the present invention utilizes a fixed and limited installation platform to enable rapid positioning and installation of the steel pipe piles and the installation platform, eliminating manual commissioning and reducing safety hazards such as component collisions and personal injuries. The sliding coordination between the slide plate and the support ramp ensures the stability of the clamp installation. In summary, this embodiment ensures the quality of steel pipe pile installation at the wharf while achieving safe, efficient, and economical construction goals. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] The drawings described herein are used to provide a further understanding of the present invention and constitute a part of this application. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:

[0037] Figure 1 Schematic diagram of the structure of the automatic installation device of the steel pipe pile inclined pile in an embodiment of the present invention;

[0038] Figure 2 for Figure 1 Side view of

[0039] Figure 3 for Figure 1 A magnified schematic diagram of part A;

[0040] Figure 4 Create angle diagrams for the leveling blocks.

[0041] In the picture:

[0042] 1. Installation platform; 2. Fixing parts; 3. Clamps; 4. Support slope; 5. Slide plate; 6. Leveling pads; 7. Steel pipe piles;

[0043] 101, bottom plate; 1011, opening; 102, fence; 103, beam; 1031, lifting ring;

[0044] 201, fixing ring; 202, limiting rod;

[0045] 501, guide rail; 601, pad; 602, connecting plate. DETAILED DESCRIPTION

[0046] The following will provide a clear and complete description of the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.

[0047] In the description of the present invention, it should be understood that the terms "center", "transverse", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention.

[0048] In the description of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" should be understood broadly. For example, they may refer to fixed connections, detachable connections, or integral connections; they may refer to direct connections, indirect connections through an intermediary, or internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on the specific circumstances.

[0049] like Figure 1-Figure 3 As shown, in one embodiment of the automatic installation process and device for steel pipe piles and inclined piles of the present invention, the automatic installation process for steel pipe piles and inclined piles includes the following steps:

[0050] S1, calculate and obtain the manufacturing height of the installation platform 1;

[0051] S2, hoisting the installation platform 1 to the top of the steel pipe pile 7, and passing the top of the steel pipe pile 7 through the installation platform 1, and fixing the steel pipe pile 7 by the fixing piece 2 at the head of the steel pipe pile 7;

[0052] S3, using the slide plate 5 fixed on the mounting platform 1, slide the support slope 4 to the bottom of the clamp 3. The slope angle of the support slope 4 is equal to the installation angle of the clamp 3, and a leveling pad 6 for installing the I-beam is set at the connection of the clamp 3.

[0053] S4, fasten and fix the connection of the clamp 3.

[0054] In the above-described exemplary embodiment, the present invention provides an automated installation process for inclined steel pipe piles. Through the fixed and limited design of the installation platform 1, the steel pipe piles 7 and the installation platform 1 are quickly positioned and installed, eliminating manual adjustment and reducing safety hazards such as component collisions and personal injuries. The sliding cooperation between the slide plate 5 and the support ramp 4 ensures the stability of the installation of the clamp 3. In summary, this embodiment ensures the quality of the inclined installation of the wharf steel pipe piles 7 while achieving the goals of safe, efficient, and economical construction.

[0055] In some embodiments, in step S1, the method for calculating the fabrication height of the mounting platform 1 includes: back-calculating the installation elevation of the clamp 3 based on the elevation of the pile cap bottom, and calculating the fabrication height of the mounting platform 1 based on the installation elevation of the clamp 3 and the elevation of the top of the steel pipe pile 7. By accurately calculating the fabrication height of the mounting platform 1, the installation positions of the mounting platform 1 and the clamp 3 are precisely matched, avoiding construction adjustments due to height errors, improving construction efficiency, and reducing material waste.

[0056] It should be noted that those skilled in the art can calculate the installation elevation of the hoop 3 based on the pile cap bottom elevation in the design drawings. As an illustrative embodiment, the calculation method of the installation elevation of the hoop 3 is: installation elevation of the hoop 3 = pile cap bottom elevation - pile cap bottom formwork thickness - square timber thickness - I-beam secondary beam thickness - I-beam main beam thickness - thickness of the leveling pad 6 pad 601; wherein, the pile cap bottom formwork thickness, square timber thickness, I-beam secondary beam thickness, I-beam main beam thickness, and leveling pad 6 pad 601 thickness can all be obtained through on-site measurement. The square timber is placed on the I-beam secondary beam to support the pile cap formwork, and the I-beam is installed on the leveling pad 6; it should be noted that the thickness of the leveling pad 6 pad 601 depends on the thickness of the pad 601 material. The pad 601 of the leveling pad 6 is parallel to the horizontal plane to ensure that the I-beam is installed horizontally, and the thickness of the pad 601 does not affect the installation of the I-beam.

[0057] The production height of the installation platform 1 includes two parameters: the top elevation of the crossbeam 103 and the elevation of the base plate 101. Among them, the top elevation of the crossbeam 103 is determined by the top elevation of the steel pipe pile 7. The calculation method of the base plate 101 elevation is: base plate 101 elevation = installation elevation of the clamp 3 - thickness of the clamp 3 - height of the support slope 4. Among them, the thickness of the clamp 3 is obtained according to the model of the clamp 3, and the model of the clamp 3 is selected according to the size of the steel pipe pile 7. The support slope 4 is made according to the on-site materials and obtained through on-site measurement. Its height can be large or small, as long as the slope of the support slope 4 is consistent with the designed inclination angle of the steel pipe pile 7.

[0058] In some embodiments, as Figure 1 As shown, in step S2, the method for limiting and fixing the steel pipe pile 7 using the fixing member 2 at the top of the steel pipe pile 7 includes: fixing the fixing ring 201 and the limiting rod 202 to the top of the steel pipe pile 7 with bolts, and locking the crossbeam 103 of the installation platform 1 into the limiting rod 202, thereby completing the automatic limiting and installation of the steel pipe pile 7 and the installation platform 1. The fixing ring 201, the limiting rod 202, and the bolts are used to quickly lock the top of the steel pipe pile 7 and the crossbeam 103 of the installation platform 1, achieving automatic limiting and installation, reducing manual adjustment time, enhancing construction stability, reducing the risk of high-altitude operations, and improving overall construction safety.

[0059] In some embodiments, as Figure 3As shown, in step S3, the method of setting a leveling pad 6 for installing an I-beam at the connection of the clamp 3 includes: inserting the connecting plate 602 of the leveling pad 6 on one side of the connection of the clamp 3, and ensuring that the pad 601 of the leveling pad 6 remains horizontal. By inserting the connecting plate 602 of the leveling pad 6 into the connection of the clamp 3 and ensuring that the pad 601 remains horizontal, a horizontal installation surface is provided for the subsequent installation of the I-beam, avoiding uneven force caused by tilting, and improving the installation quality and structural stability of the inclined pile. It should be noted that the level of the pad 601 needs to be guaranteed by the manufacturing accuracy of the connecting plate 602. Figure 4 As shown, assuming that the angle between the steel pipe pile 7 and the horizontal plane is α, when making the leveling pad 6, the contact surface inclination angle of the connecting plate 602 and the pad 601 is controlled to be α, which can ensure the levelness of the pad 601, thereby providing a horizontal installation surface for the I-beam without the need for additional horizontal calibration.

[0060] Based on the above automatic installation process of steel pipe piles and inclined piles, the present invention also provides an automatic installation device for steel pipe piles and inclined piles, which adopts the above automatic installation process of steel pipe piles and inclined piles, such as Figure 1 As shown, it includes an installation platform 1, a fixing part 2, a clamp 3, a support slope 4 and a slide plate 5; wherein the installation platform 1 is arranged at the top of the steel pipe pile 7, and is used to provide an installation platform 1 for the steel pipe pile inclined pile; the installation platform 1 includes a bottom plate 101, and the bottom plate 101 is provided with an opening 1011, and the top of the steel pipe pile 7 passes through the bottom plate 101 through the opening 1011; the fixing part 2 is installed at the pile head of the steel pipe pile 7, and is used to fix and limit the steel pipe pile 7 and the installation platform 1; the clamp 3 is set at ... The outer periphery of the pipe pile 7 is used to hold the steel pipe pile 7; the supporting slope 4 is arranged below the clamp 3 to support the clamp 3; the slide plate 5 is installed on the two opposite sides of the opening 1011 and is hinged to the edge of the opening 1011; when the steel pipe pile 7 passes through the opening 1011, the slide plate 5 rotates to open the complete opening 1011; after the steel pipe pile 7 passes through the opening 1011, the slide plate 5 rotates closed and remains on the same plane with the bottom plate 101, and at this time the supporting slope 4 slides along the slide plate 5 to below the clamp 3.

[0061] In the above-mentioned exemplary embodiment, the automatic installation device for inclined steel pipe piles provided in this embodiment realizes the automatic limit fixation of the steel pipe pile 7 and the installation platform 1 through the fixing part 2 of the installation platform 1, without the need for manual debugging, thereby reducing safety hazards such as component collision and personal injury; the height and slope inclination of the supporting slope 4 match the installation of the clamp 3, which can realize the automatic positioning of the installation of the clamp 3; the matching design of the slide plate 5 and the supporting slope 4, when the worker installs the clamp 3, he only needs to slide the supporting slope 4 to the bottom of the clamp 3 and then tighten the clamp 3, without the need for manual measurement, that is, the clamp 3 can obtain sufficient support at the predetermined position, and can also ensure that the installation position of the clamp 3 is accurate, avoid manual adjustment errors, and improve the installation quality of the inclined piles. In summary, this embodiment significantly improves the safety and economy of construction while ensuring the installation quality of the inclined piles.

[0062] In some embodiments, as Figure 1 As shown, the installation platform 1 also includes a fence 102 for enclosure, which is installed above the four sides of the base plate 101. The installation of the fence 102 effectively prevents construction workers or tools from accidentally falling, significantly improves the safety of high-altitude operations, and provides a more stable working environment for construction workers.

[0063] In some embodiments, as Figure 1 As shown, the fixing member 2 includes a C-shaped limiting rod 202, with its opening facing downward and buckled onto the top of the steel pipe pile 7. The installation platform 1 also includes a crossbeam 103 mounted on the top of the fence 102. The limiting rod 202 defines a groove for defining the position of the crossbeam 103. When the installation platform 1 is hoisted to the top of the steel pipe pile 7, the crossbeam 103 is simply hoisted and lowered into the groove of the limiting rod 202. The cooperation between the limiting rod 202 and the crossbeam 103 enables rapid and precise positioning of the installation platform 1 and the steel pipe pile 7, simplifying the hoisting process, significantly improving installation efficiency, and ensuring positioning accuracy.

[0064] In some embodiments, as Figure 1 As shown, a lifting ring 1031 is provided on the top of the crossbeam 103 for lifting the installation platform 1. The provision of the lifting ring 1031 facilitates the rapid lifting and positioning of the installation platform 1, reduces the adjustment time of the lifting equipment, and improves the overall construction efficiency.

[0065] In some embodiments, as Figure 2 As shown, the fixing member 2 further includes a fixing ring 201, which is sleeved on the pile head of the steel pipe pile 7. The fixing ring 201 is fixedly connected to the steel pipe pile 7 by bolts, and both ends of the limiting rod 202 are fixedly connected to the fixing ring 201. The fixing ring 201 and the limiting rod 202 fixed by bolts form a stable connection structure with the steel pipe pile 7, ensuring reliable fixation of the installation platform 1 and the pile body, and enhancing the stability of the overall structure.

[0066] In some embodiments, as Figure 1 As shown, the upper surface of the slide plate 5 is provided with a guide rail 501, and the bottom surface of the support ramp 4 is provided with a slide groove that matches the guide rail 501. Through the arrangement of the guide rail 501 and the slide groove, the support ramp 4 can slide smoothly and accurately, avoiding manual adjustment and improving the accuracy and efficiency of the installation of the clamp 3.

[0067] In some embodiments, as Figure 3 As shown, the leveling pad 6 includes a pad 601 and a connecting plate 602. The connecting plate 602 is installed between the joints of the clamp 3. The pad 601 is located above the connecting plate 602, and the upper surface of the pad 601 is horizontal. The arrangement of the pad 601 and the connecting plate 602 provides a precise installation reference for the I-beam, improving the installation quality of the inclined pile.

[0068] In some embodiments, as Figure 3 As shown, the clamp 3 and the backing plate 601 are bolted together at the connection point, and the angle between the backing plate 601 and the connecting plate 602 is customized according to the installation angle of the clamp 3. The customizable angle ensures that the backing plate 601 always remains horizontal, enabling horizontal installation of the I-beam at different clamp 3 installation angles, enhancing structural adaptability and installation accuracy.

[0069] Through the description of multiple embodiments of the automatic installation process for steel pipe piles and the device thereof of the present invention, it can be seen that the automatic installation process for steel pipe piles and the device thereof of the present invention have at least one or more of the following advantages:

[0070] 1. The automatic installation process of the steel pipe pile and inclined pile provided by the present invention realizes the rapid positioning and installation of the steel pipe pile 7 and the installation platform 1 through the fixing and limiting design of the installation platform 1, avoids manual debugging, and reduces safety hazards such as component collision and personal injury.

[0071] 2. The automatic installation process of the inclined steel pipe pile provided by the present invention utilizes the sliding cooperation between the slide plate 5 and the supporting slope 4 to ensure the stability of the installation of the clamp 3.

[0072] 3. The automatic installation device for inclined steel pipe piles provided by the present invention realizes rapid and accurate positioning of the installation platform 1 and the steel pipe piles 7 through the cooperation of the limit rod 202 and the crossbeam 103, simplifies the hoisting process, greatly improves the installation efficiency and ensures positioning accuracy.

[0073] 4. The automatic installation device for the inclined steel pipe piles provided by the present invention provides an accurate installation reference for the I-beam through the arrangement of the pad 601 and the connecting plate 602, thereby improving the installation quality of the inclined steel pipe piles 7.

[0074] Finally, it should be noted that the various embodiments in this specification are described in a progressive manner, and each embodiment focuses on the differences from other embodiments. The same or similar parts between the various embodiments can be referenced to each other.

[0075] The above embodiments are only used to illustrate the technical solutions of the present invention and are not intended to limit the same. Although the present invention has been described in detail with reference to preferred embodiments, persons skilled in the art should understand that the specific implementation methods of the present invention may still be modified or some technical features may be replaced by equivalents without departing from the spirit of the technical solutions of the present invention, and all of these should fall within the scope of the technical solutions claimed for protection by the present invention.

Claims

1. An automatic installation process for steel pipe piles and inclined piles, characterized in that: The following steps are involved: S1, calculate and obtain the manufacturing height of the installation platform; S2, hoisting the installation platform to the top of the steel pipe pile, passing the top of the steel pipe pile through the installation platform, and fixing the steel pipe pile in a limited position using the fixing piece at the head of the steel pipe pile; S3, using a slide fixed on the installation platform, slide the support slope to the bottom of the clamp. The slope angle of the support slope is equal to the installation angle of the clamp, and a leveling pad for installing the I-beam is set at the connection of the clamp; S4, fasten and secure the connection of the clamp.

2. The automatic installation process of steel pipe piles and inclined piles according to claim 1 is characterized in that: In step S1, the method for calculating the manufacturing height of the installation platform includes: inversely calculating the clamp installation elevation according to the pile cap bottom elevation, and calculating the manufacturing height of the installation platform according to the clamp installation elevation and the elevation of the steel pipe pile top.

3. The automatic installation process of steel pipe piles and inclined piles according to claim 1 is characterized in that: In step S2, the method of limiting and fixing the steel pipe pile by the fixing parts at the top of the steel pipe pile includes: fixing the fixing ring and the limiting rod to the head of the steel pipe pile by bolts, and clamping the crossbeam of the installation platform in the limiting rod to complete the automatic limiting and installation of the steel pipe pile and the installation platform.

4. The automatic installation process of steel pipe piles and inclined piles according to claim 1 is characterized in that: In step S3, the method of setting a leveling pad for installing the I-beam at the connection of the clamp includes: inserting a connecting plate of the leveling pad on one side of the connection of the clamp to ensure that the pad of the leveling pad remains horizontal.

5. An automatic installation device for inclined steel pipe piles, characterized in that: The automatic installation process of the steel pipe pile and inclined pile according to any one of claims 1 to 4 comprises: The installation platform is arranged at the top of the steel pipe pile and is used to provide an installation platform for the steel pipe pile and the inclined pile; the installation platform includes a bottom plate with an opening, and the top of the steel pipe pile passes through the bottom plate through the opening; The fixing piece is installed on the pile head of the steel pipe pile and is used to fix and limit the steel pipe pile and the installation platform; A clamp is provided on the outer periphery of the steel pipe pile to hold the steel pipe pile tightly; A supporting slope is provided below the hoop and is used to support the hoop; The slide plate is installed on the two opposite sides of the hole and is hinged to the edge of the hole. When the steel pipe pile passes through the hole, the slide plate rotates to open the complete hole. After the steel pipe pile passes through the hole, the slide plate rotates and closes and remains on the same plane as the base plate. At this time, the supporting slope slides along the slide plate to the bottom of the clamp.

6. The automatic installation device for inclined steel pipe piles according to claim 5, characterized in that: The installation platform also includes a fence for protection, which is installed above the four sides of the base plate.

7. The automatic installation device for inclined steel pipe piles according to claim 6, characterized in that: The fixing part includes a limit rod, which is C-shaped, and the opening of the C-shaped limit rod is buckled downward on the top of the steel pipe pile; the installation platform also includes a beam installed on the top of the fence, and the limit rod has a groove for limiting the position of the beam.

8. The automatic installation device for inclined steel pipe piles according to claim 7, characterized in that: The fixing member also includes a fixing ring, which is sleeved on the pile head of the steel pipe pile and fixedly connected to the steel pipe pile by bolts, and both ends of the limiting rod are fixedly connected to the fixing ring.

9. The automatic installation device for inclined steel pipe piles according to claim 5, characterized in that: The upper surface of the slide plate is provided with a guide rail, and the bottom surface of the supporting slope is provided with a slide groove matching the guide rail.

10. The automatic installation device for inclined steel pipe piles according to claim 5, characterized in that: The leveling pad includes a pad and a connecting plate. The connecting plate is installed between the clamp connections. The pad is arranged above the connecting plate, and the upper surface of the pad is horizontal.

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