A pipe pile construction pile casing
By combining the use of guide tubes, pads, and horizontal measuring mechanisms, the problems of offset and tilting during pipe pile construction are solved, achieving high-precision vertical guidance and measurement, and ensuring the installation accuracy and safety of pipe piles.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- ZHONGHUI XINJIAN INTERNATIONAL CONSTRUCTION CO LTD
- Filing Date
- 2025-08-04
- Publication Date
- 2026-06-26
Smart Images

Figure CN224412544U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of pipe pile construction technology, specifically to a pipe pile construction casing. Background Technology
[0002] As a primary load-bearing structural component in building construction, pipe piles must withstand temporary loads such as pile driving impacts and hoisting during the construction phase, and bear the long-term vertical loads transmitted by the main building structure during the service phase. Their installation accuracy and verticality directly affect the safety and stability of the overall structure. If the pipe piles are installed with tilt or positional deviation, it can easily lead to uneven distribution of vertical loads, potentially causing localized stress concentration, structural settlement, or even overall instability. Therefore, extremely high requirements are placed on the installation accuracy and verticality control of pipe piles, making pipe pile construction a crucial link in ensuring the safety of the main structure and the safety of construction operations.
[0003] However, in existing technologies for pipe pile construction, the lack of dedicated guiding and positioning auxiliary devices makes the pipe piles susceptible to deviation or tilting due to factors such as soil resistance and pile driving impact during lowering. Furthermore, the lack of methods for detecting the verticality of the pipe piles during construction often relies on manual visual inspection, making it difficult to accurately determine their verticality. This results in installation deviations exceeding specifications. This not only affects the load-bearing performance of the pipe pile itself but may also adversely impact the quality of subsequent structural construction. Utility Model Content
[0004] The purpose of this utility model is to provide a casing for pipe pile construction, which effectively solves the technical problem that pipe piles are prone to displacement or tilting during construction in the prior art.
[0005] To solve the above-mentioned technical problems, this utility model provides a casing for pipe pile construction, including a guide cylinder, a pad, and a pipe pile casing arranged coaxially from top to bottom; both the guide cylinder and the pipe pile casing are open at both ends; the guide cylinder is connected to the pipe pile casing through the central hole of the pad; the inner diameter of the guide cylinder decreases sequentially from top to bottom, and the inner diameter of the lower end of the guide cylinder is the same as the size of the central hole of the pad and the inner diameter of the pipe pile casing; multiple horizontal measuring mechanisms are arranged at equal intervals around the outer periphery of the guide cylinder on the upper surface of the pad; the horizontal measuring mechanism includes a horizontal ruler, a level bubble, and two inclination measuring devices; the level bubble is fixed to the upper end of the horizontal ruler along the length direction of the horizontal ruler; the two inclination measuring devices are respectively embedded in the side wall of the horizontal ruler along the length direction of the horizontal ruler, and are located on both sides of the level bubble.
[0006] Preferably, the horizontal measuring mechanism further includes two magnetic blocks and a lifting assembly for lifting the magnetic blocks; two magnetic chambers are provided at the bottom of the horizontal ruler; the two magnetic blocks are slidably embedded in the two magnetic chambers respectively; the lifting assembly is located at the upper end of the horizontal ruler, and the lifting rod of the lifting assembly slides through the horizontal ruler and is connected to the upper end of the magnetic blocks.
[0007] Preferably, the lifting assembly includes a grip plate, a lifting plate, two springs, and two lifting rods; the grip plate is located above the spirit level, and its two ends are respectively connected to the upper sides of the horizontal ruler; two guide rods are provided at the bottom of the grip plate, which are located on both sides of the spirit level, and their lower ends are respectively connected to the horizontal ruler; the lifting plate is located between the grip plate and the horizontal ruler, and its two ends are slidably connected to the two guide rods; the two ends of the two springs are respectively connected to the grip plate and the lifting plate, and the two springs are respectively sleeved on the two guide rods; the two lifting rods are respectively fixed below the lifting plate, and their lower ends slide through the horizontal ruler and are connected to the upper end of the magnetic block.
[0008] Preferably, the outer peripheral wall of the guide cylinder is provided with a plurality of evenly distributed first reinforcing ribs connected to the pad; the horizontal measuring mechanism is located on one side of the first reinforcing ribs.
[0009] Preferably, a hoisting hole is provided at the center of gravity of the first reinforcing rib.
[0010] Preferably, the outer peripheral wall of the pipe pile casing is provided with multiple evenly distributed second reinforcing ribs that are connected to the pad plate.
[0011] Compared with the prior art, the technical solution provided by this utility model has the following advantages:
[0012] (1) The pipe pile construction casing provided by this utility model is equipped with a guide cylinder, a pad, and a pipe pile casing. Multiple horizontal measuring mechanisms are evenly spaced around the outer periphery of the guide cylinder on the upper surface of the pad. Each horizontal measuring mechanism includes a horizontal ruler, a spirit level, and two inclination measuring devices. Through the coordinated use of these components, not only can vertical guidance be provided for pipe pile construction, but the construction accuracy of the pipe pile can also be improved, ensuring that the verticality of the pipe pile meets the construction requirements. This effectively solves the technical problem of easy deviation or tilting during pipe pile construction in the prior art.
[0013] (2) The pipe pile construction casing provided by this utility model is equipped with two magnetic blocks and a lifting component in the horizontal measuring mechanism. Two magnetic chambers are opened at the bottom of the horizontal ruler block. Through the cooperation between the above components, the horizontal measuring mechanism can be attracted to the pad by the two magnetic blocks to prevent it from shifting during construction and improve the measurement accuracy of the horizontal measuring mechanism. Moreover, the magnetic blocks can be separated from the pad by the lifting component, so that the construction personnel can adjust the position of the horizontal measuring mechanism according to the construction needs, or remove the horizontal measuring mechanism from the pad.
[0014] (3) The pipe pile construction casing provided by this utility model has multiple uniformly distributed first reinforcing ribs on the outer peripheral wall of the guide cylinder, which can not only enhance the connection strength between the guide cylinder and the pad plate and prevent the relative displacement or deformation of the two when the pipe pile is under stress, but also further ensure the coaxiality stability of the guide cylinder, the pad plate and the pipe pile casing, and ensure the accuracy of the guiding accuracy and the horizontal measurement.
[0015] (4) The pipe pile construction casing provided by this utility model has multiple evenly distributed second reinforcing ribs on the outer peripheral wall of the pipe pile casing, which can improve the connection stability between the pad and the pipe pile casing while improving the penetration ability of the pipe pile casing so that the pipe pile casing can penetrate the ground. Attached Figure Description
[0016] To more clearly illustrate the technical solutions of the prior art and the embodiments of this application, the drawings used in the description of the prior art and the embodiments of this application will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.
[0017] Figure 1 This is a schematic diagram of the overall structure of a pipe pile construction casing according to the present invention.
[0018] Figure 2 for Figure 1 A magnified view of a portion of point A in the middle.
[0019] Figure 3 This is a schematic diagram of the horizontal measuring mechanism in this utility model.
[0020] Figure 4 This is a cross-sectional view of the horizontal measuring mechanism in this utility model.
[0021] Explanation of reference numerals in the attached drawings: guide cylinder 10, first reinforcing rib 11, hoisting hole 11a, pad plate 20, pipe pile casing 30, second reinforcing rib 31, horizontal measuring mechanism 40, horizontal ruler block 41, magnetic chamber 41a, spirit level 42, tilt measuring device 43, magnetic block 44, lifting assembly 45, grip plate 45a, lifting plate 45b, spring 45c, lifting rod 45d, guide rod 45e. Detailed Implementation
[0022] To better understand the purpose, structure, and function of this utility model, the following detailed description of a pipe pile construction casing provided by this utility model is provided in conjunction with the accompanying drawings, so that those skilled in the art can better understand and implement this utility model. However, the embodiments described are not intended to limit this utility model.
[0023] Please see Figures 1 to 4 As shown in the embodiment of this application, a pipe pile construction casing is provided, including a guide cylinder 10, a pad plate 20, and a pipe pile casing 30 arranged coaxially from top to bottom; both the guide cylinder 10 and the pipe pile casing 30 are open at both ends; the guide cylinder 10 is connected to the pipe pile casing 30 through the central hole of the pad plate 20; the inner diameter of the guide cylinder 10 decreases sequentially from top to bottom, and the inner diameter of the lower end of the guide cylinder 10 is the same as the size of the central hole of the pad plate 20 and the inner diameter of the pipe pile casing 30; a plurality of horizontal measuring mechanisms 40 are arranged at equal intervals around the outer periphery of the guide cylinder 10 on the upper surface of the pad plate 20; the horizontal measuring mechanism 40 includes a horizontal ruler 41, a level 42, and two inclination measuring devices 43; the level 42 is fixed to the upper end of the horizontal ruler 41 along the length direction of the horizontal ruler 41; the two inclination measuring devices 43 are respectively embedded in the side wall of the horizontal ruler 41 along the length direction of the horizontal ruler 41, and are located on both sides of the level 42.
[0024] Because the system includes a guide cylinder 10, a base plate 20, and a pipe pile casing 30, and multiple horizontal measuring mechanisms 40 are evenly spaced around the outer periphery of the guide cylinder 10 on the upper surface of the base plate 20; each horizontal measuring mechanism 40 includes a horizontal ruler 41, a spirit level 42, and two inclination measuring devices 43, the coordinated use of these components not only provides vertical guidance for pipe pile construction but also improves the accuracy of pipe pile construction, ensuring that the verticality of the pipe pile meets construction requirements. This effectively solves the technical problem of easy deviation or tilting during pipe pile construction in existing technologies.
[0025] Specifically, the guide cylinder 10 guides the pipe pile, allowing it to smoothly enter the pipe pile casing 30 along the guide cylinder 10. The pipe pile casing 30 provides vertical guidance for impact pile driving. Simultaneously, multiple horizontal measuring mechanisms 40 are evenly spaced around the outer periphery of the guide cylinder 10 on the upper surface of the pad 20 to detect the horizontal state of the pad 20 from different directions, ensuring the verticality of the pipe pile meets construction requirements. Furthermore, the level of the pad 20 is visually judged using the bubble level 42 on the leveling block 41, and the inclination of the pad 20 is measured using two tilt measuring devices 43. This allows for adjustment of the horizontality of the pipe pile construction casing, ensuring the verticality of the casing meets the pipe pile verticality requirements, and consequently, the verticality of the pipe pile meets construction requirements. The tilt measuring device 43 includes a scale and a pointer rotatably connected to the scale. The scale has a graduation array distributed in a ring around the pointer. The pointer is rotatably connected to the scale via a rotating shaft, and the pointer includes an indicator tip and a counterweight distributed on both sides of the rotating shaft. The center of gravity of the pointer is located on the side of the counterweight so that the pointer remains vertically upward when placed vertically. The tilt angle can be obtained by pointing the indicator tip to the graduation. A notch is provided at the upper end of the horizontal ruler block 41; the spirit level 42 is fixed in the notch along the length of the horizontal ruler block 41.
[0026] In addition, in this embodiment, the guide cylinder 10 is a horn-shaped steel pipe with a thickness of 25mm, the pipe pile casing 30 is a seamless steel pipe with a thickness of 25mm, the pad plate 20 is a steel plate with a thickness of 25mm, the height of the guide cylinder 10 is 0.2m, and the height of the pipe pile casing 30 is 2m, which can ensure that the verticality deviation of the pipe pile is within the specified range.
[0027] In a preferred embodiment, the horizontal measuring mechanism 40 further includes two magnetic blocks 44 and a lifting assembly 45 for lifting the magnetic blocks 44; two magnetic chambers 41a are provided at the bottom of the horizontal ruler block 41; the two magnetic blocks 44 are respectively slidably embedded in the two magnetic chambers 41a; the lifting assembly 45 is disposed at the upper end of the horizontal ruler block 41, and the lifting rod 45d of the lifting assembly 45 slides through the horizontal ruler block 41 and is connected to the upper end of the magnetic blocks 44.
[0028] Since the horizontal measuring mechanism 40 is also equipped with two magnetic blocks 44 and a lifting component 45, and the bottom of the horizontal ruler block 41 has two magnetic chambers 41a, through the cooperation of the above components, the horizontal measuring mechanism 40 can be attracted to the pad 20 by the two magnetic blocks 44 to prevent it from shifting during construction and improve the measurement accuracy of the horizontal measuring mechanism 40. Moreover, the magnetic blocks 44 can be separated from the pad 20 by the lifting component 45, so that the construction personnel can adjust the position of the horizontal measuring mechanism 40 according to the construction needs, or remove the horizontal measuring mechanism 40 from the pad 20.
[0029] Specifically, when it is necessary to adjust the position of the horizontal measuring mechanism 40 or to remove the horizontal measuring mechanism 40, the lifting rod 45d of the lifting assembly 45 is lifted and moved upward relative to the horizontal ruler block 41 by lifting the lifting assembly 45. At the same time, the magnetic block 44 is moved upward in the magnetic chamber 41a so that the magnetic block 44 is away from the pad 20. This allows the horizontal measuring mechanism 40 to be moved or removed from the pad 20.
[0030] In a preferred embodiment, the lifting assembly 45 includes a grip plate 45a, a lifting plate 45b, two springs 45c, and two lifting rods 45d. The grip plate 45a is located above the bubble level 42, and its two ends are respectively connected to the upper sides of the horizontal ruler block 41. Two guide rods 45e are provided at the bottom of the grip plate 45a, and the two guide rods 45e are respectively located on both sides of the bubble level 42, and their lower ends are respectively connected to the horizontal ruler block 41. The lifting plate 45b is located between the grip plate 45a and the horizontal ruler block 41, and its two ends are respectively slidably connected to the two guide rods 45e. The two ends of the two springs 45c are respectively connected to the grip plate 45a and the lifting plate 45b, and the two springs 45c are respectively sleeved on the two guide rods 45e. The two lifting rods 45d are respectively fixed below the lifting plate 45b, and their lower ends slide through the horizontal ruler block 41 and are connected to the upper end of the magnetic block 44.
[0031] Because the lifting assembly 45 is equipped with a gripping plate 45a, a lifting plate 45b, two springs 45c, and two lifting rods 45d, and two guide rods 45e are provided at the bottom of the gripping plate 45a, the magnetic block 44 can be easily attracted to or detached from the pad 20 through the cooperation of the above components, so as to adjust the position of the horizontal measuring mechanism 40 or remove the horizontal measuring mechanism 40 from the pad 20. In use, the construction personnel can grip the lifting plate 45b with the gripping plate 45a to move the lifting plate 45b upward. At this time, the springs 45c are squeezed, and the lifting rods 45d move upward under the action of the lifting plate 45b, which at the same time drives the magnetic block 44 to move upward relative to the magnetic chamber 41a, thereby causing the magnetic block 44 to detach from the pad 20. When the lifting plate 45b is released, the spring 45c resets, causing the lifting plate 45b to move downwards, and simultaneously moving the lifting rod 45d and the magnetic block 44 until the spring 45c resets, at which point the lower end of the magnetic block 44 is flush with the bottom of the horizontal ruler 41, allowing it to adhere to the pad 20. The horizontal ruler 41 has a through hole extending from top to bottom on both sides of the level bubble 42 for inserting the lifting rod 45d, and this through hole communicates with the magnetic chamber 41a. Two guide rods 45e guide the vertical movement of the lifting plate 45b, ensuring smooth vertical movement along the guide rods 45e and preventing deviation during movement. The depth of the magnetic chamber 41a is greater than the thickness of the magnetic block 44, allowing the magnetic block 44 to move vertically relative to the magnetic chamber 41a.
[0032] In a preferred embodiment, the outer peripheral wall of the guide cylinder 10 is provided with a plurality of evenly distributed first reinforcing ribs 11 connected to the pad 20; the horizontal measuring mechanism 40 is located on one side of the first reinforcing ribs 11.
[0033] Because the outer peripheral wall of the guide cylinder 10 is provided with multiple evenly distributed first reinforcing ribs 11, it can not only enhance the connection strength between the guide cylinder 10 and the pad 20, preventing relative displacement or deformation between the two when the pipe pile is under stress, but also further ensure the coaxiality stability of the guide cylinder 10, the pad 20 and the pipe pile casing 30, ensuring the guiding accuracy and the accuracy of horizontal measurement. Specifically, in this embodiment, the outer peripheral wall of the guide cylinder 10 is provided with eight first reinforcing ribs 11.
[0034] In a preferred embodiment, a hoisting hole 11a is provided at the center of gravity of the first reinforcing rib 11. By providing a hoisting hole 11a at the center of gravity of the first reinforcing rib 11, a force-bearing point can be provided for hoisting, facilitating the handling and installation of the casing for the pipe pile construction.
[0035] In a preferred embodiment, the outer peripheral wall of the pipe pile casing 30 is provided with a plurality of evenly distributed second reinforcing ribs 31 that are connected to the pad plate 20.
[0036] Because the outer peripheral wall of the pipe pile casing 30 is provided with multiple evenly distributed second reinforcing ribs 31, the connection stability between the pad 20 and the pipe pile casing 30 can be strengthened while improving the penetration capability of the pipe pile casing 30, so that the pipe pile casing 30 can penetrate the ground. Specifically, in the embodiment of this application, the outer peripheral wall of the pipe pile casing 30 is provided with four second reinforcing ribs 31.
[0037] It is understood that this utility model has been described through some embodiments, and those skilled in the art will recognize that various changes or equivalent substitutions can be made to these features and embodiments without departing from the spirit and scope of this utility model. Furthermore, under the teachings of this utility model, these features and embodiments can be modified to adapt to specific situations and materials without departing from the spirit and scope of this utility model. Therefore, this utility model is not limited to the specific embodiments disclosed herein, and all embodiments falling within the scope of the claims of this application are within the protection scope of this utility model.
Claims
1. A pipe pile construction casing, characterized in that, The system includes a guide cylinder (10), a pad plate (20), and a pipe pile casing (30) arranged coaxially from top to bottom; both the guide cylinder (10) and the pipe pile casing (30) are open at both ends; the guide cylinder (10) communicates with the pipe pile casing (30) through the central hole of the pad plate (20); the inner diameter of the guide cylinder (10) decreases sequentially from top to bottom, and the inner diameter of the lower end of the guide cylinder (10) is the same as the size of the central hole of the pad plate (20) and the inner diameter of the pipe pile casing (30); the upper surface of the pad plate (20) surrounds... Multiple horizontal measuring mechanisms (40) are evenly spaced on the outer periphery of the guide tube (10); the horizontal measuring mechanism (40) includes a horizontal ruler (41), a spirit level (42) and two tilt measuring devices (43); the spirit level (42) is fixed to the upper end of the horizontal ruler (41) along the length direction of the horizontal ruler (41); the two tilt measuring devices (43) are respectively embedded on the side wall of the horizontal ruler (41) along the length direction of the horizontal ruler (41), and the two are respectively located on both sides of the spirit level (42).
2. A pipe pile construction pile casing according to claim 1, characterised in that The horizontal measuring mechanism (40) further includes two magnetic blocks (44) and a lifting assembly (45) for lifting the magnetic blocks (44); the bottom of the horizontal ruler (41) is provided with two magnetic chambers (41a); the two magnetic blocks (44) are respectively slidably embedded in the two magnetic chambers (41a); the lifting assembly (45) is disposed on the upper end of the horizontal ruler (41), and the spring (45c) of the lifting assembly (45) slides through the horizontal ruler (41) and is connected to the upper end of the magnetic blocks (44).
3. A pipe pile construction pile casing according to claim 2, characterised in that, The lifting assembly (45) includes a grip plate (45a), lifting rods (45d), two lifting plates (45b), and two springs (45c); the grip plate (45a) is located above the spirit level (42), and both ends of the grip plate (45a) are respectively connected to the upper sides of the leveling block (41); two lifting rods (45d) are provided at the bottom of the grip plate (45a), the two lifting rods (45d) are respectively located on both sides of the spirit level (42), and the lower ends of the two lifting rods (45d) are respectively connected to the leveling block (41); the lifting rods (45d) The lifting rod (45d) is located between the grip plate (45a) and the horizontal ruler (41), and the two ends of the lifting rod (45d) are slidably connected to the two lifting rods (45d) respectively; the two ends of the lifting plates (45b) are connected to the grip plate (45a) and the lifting rod (45d) respectively, and the two lifting plates (45b) are respectively sleeved on the two lifting rods (45d); the two springs (45c) are respectively fixed below the lifting rods (45d), and the lower end of the spring (45c) slides through the horizontal ruler (41) and is connected to the upper end of the magnetic block (44).
4. A pipe pile construction pile casing according to any one of claims 1 to 3, characterised in that, The outer peripheral wall of the guide cylinder (10) is provided with a plurality of uniformly distributed first reinforcing ribs (11) that are connected to the pad plate (20).
5. A pipe pile construction pile casing according to claim 4, characterised in that, A hoisting hole (11a) is provided at the center of gravity of the first reinforcing rib (11).
6. A pipe pile construction pile casing according to claim 4, characterised in that, The outer peripheral wall of the pipe pile casing (30) is provided with a plurality of evenly distributed second reinforcing ribs (31) that are connected to the pad plate (20).