Jack leveling structure for steel pipe pile pier construction

Abstract

The utility model provides a jack leveling structure for steel pipe pile pier construction, which comprises a plumb bob, three jacks, three upper supporting seats arranged on a pier column steel pipe and three lower supporting seats arranged on a steel pipe pile, one ends of the three jacks are supported on the three lower supporting seats in a one-to-one correspondence mode, the other ends of the three jacks are supported on the three upper supporting seats in a one-to-one correspondence mode, the plumb bob comprises a hammer head and a suspension wire, the lower end of the suspension wire is connected to the hammer head, and the upper end of the suspension wire is connected with the pier column steel pipe. The jack leveling structure for steel pipe pile pier construction is used for leveling in the steel pipe pile pier construction process, and the problem that the steel pipe pile pier construction is limited due to the fact that no leveling structure is used for steel pipe pile pier construction is solved.

Description

Technical Field

[0001] This utility model relates to the field of bridge construction technology, and in particular to a jack leveling structure for steel pipe pile pier construction. Background Technology

[0002] During bridge construction, underground foundation piles need to be connected to surface piers to support the bridge deck. Existing methods involve drilling holes in the ground, inserting underground reinforcing cages, injecting concrete into the holes to form the piles, with the underground reinforcing cages protruding above ground. Then, surface reinforcing cages are connected to the underground cages, and concrete is poured on top to form the piers. This method is time-consuming; the concrete cannot repeatedly fill the inner and outer parts of the underground reinforcing cages, resulting in voids within the piles; the soil around the borehole walls easily seeps into the concrete, leading to wasted concrete and poor pile quality; and coaxial alignment of the underground and above-ground parts is inconvenient. Therefore, steel pipe pile piers have been designed. These steel pipe pile piers require leveling during construction, but currently, there is no suitable leveling equipment for this purpose. Utility Model Content

[0003] The present invention aims to provide a jack leveling structure for steel pipe pile pier construction, which solves the problem of the lack of a leveling structure for steel pipe pile pier construction, thus restricting the construction of steel pipe pile piers.

[0004] To achieve the above objectives, this utility model employs the following technology: a jack leveling structure for steel pipe pile pier construction, characterized in that it includes a plumb bob, three jacks, three upper support seats mounted on the steel pipe pier, and three lower support seats mounted on the steel pipe pile. One end of each of the three jacks is supported on one of the three lower support seats, and the other end is supported on one of the three upper support seats. The plumb bob includes a hammer head and a suspension line connected to the lower end of the hammer head. The upper end of the suspension line is connected to the steel pipe pier. The verticality of the steel pipe pier is determined by observing whether the suspension line is parallel to the steel pipe pier; if it is not vertical, the jacks are raised or lowered to achieve verticality. This structure can be used to verticalize the steel pipe pier connected to the steel pipe pile.

[0005] Preferably, the system also includes a lower clamp fastened to the steel pipe pile, and the lower support seat is connected to the lower clamp and thus connected to the steel pipe pile. This facilitates the connection of the lower support seat to the steel pipe pile.

[0006] Preferably, the lower support is welded to the lower clamp. This ensures a reliable and compact connection.

[0007] Preferably, the upper surface of the lower support is provided with a limiting recess, and the jack is supported in the limiting recess. This can improve the reliability of supporting the jack.

[0008] Preferably, the lower support base is evenly distributed along the circumference of the steel pipe pile, and the upper support base is evenly distributed along the circumference of the pier steel pipe. This provides good reliability during support and quick leveling.

[0009] Preferably, the system also includes an upper clamp fastened to the pier steel pipe, and the upper support seat is connected to the upper clamp and thus to the pier steel pipe. This facilitates the connection of the upper support seat to the pier steel pipe.

[0010] Preferably, the upper support is welded to the upper clamp. This ensures a reliable and compact connection.

[0011] Preferably, the upper end of the suspension line is connected to one end of a suspension rod, the other end of the suspension rod is connected to the upper end of a vertical support rod, and the lower end of the vertical support rod is connected to an upper support base. This facilitates fixing the plumb bob to the pier steel pipe and allows for easy reuse.

[0012] Preferably, there are three plumb bobs, each connected to one of the three upper support bases. This facilitates the inspection of verticality.

[0013] Preferably, the connection points of the three plumb lines with the suspension rod are equidistant from the axis of the pier steel pipe. Each of the three lower support seats is equipped with a scale extending radially along the steel pipe pile. The scale value corresponding to the scale line is the distance from the center line of the steel pipe pile. In use, the plumb lines of the three plumb lines are aligned to the same scale value, at which point the pier steel pipe and the steel pipe pile are coaxial and vertical. This facilitates adjustments for coaxiality and verticality.

[0014] Beneficial effects: It can level and center the steel pipes of the pier connected to the steel pipe pile; the leveling and centering is convenient and accurate. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the present invention.

[0016] In the diagram: 11. Steel pipe pile, 13. Pier steel pipe, 24. Plumb bob, 25. Jack, 26. Upper support seat, 27. Lower support seat, 28. Limiting recess, 29. Lower clamp, 30. Upper clamp, 31. Hammer head, 32. Suspension line, 33. Suspension rod, 34. Vertical support rod, 35. Connection point of suspension line and suspension rod, 36. Scale. Detailed Implementation

[0017] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0018] See Figure 1 A jack leveling structure for steel pipe pile pier construction includes three plumb bobs 24, three jacks 25, three upper support seats 26 mounted on the steel pipe pier 13, and three lower support seats 27 mounted on the steel pipe pile 11. The upper surface of each lower support seat has a limiting recess 28. The lower ends of the three jacks are supported in the limiting recesses of the three lower support seats, and the upper ends are supported on the three upper support seats. It also includes a lower clamp 29 fastened to the steel pipe pile. The lower support seats are connected to the lower clamps and thus connected to the steel pipe pile; specifically, the lower support seats are welded to the lower clamps. The lower support seats are evenly distributed along the circumference of the steel pipe pile. The upper support seats are evenly distributed along the circumference of the steel pipe pier. It also includes an upper clamp 30 fastened to the steel pipe pier. The upper support seats are connected to the upper clamps and thus connected to the steel pipe pier; specifically, the upper support seats are welded to the upper clamps. The plumb bob includes a hammer head 31 and a suspension line 32 connected to the lower end of the hammer head. The upper end of the suspension line is connected to the steel pipe of the pier column, specifically: the upper end of the suspension line is connected to one end of a suspension rod 33, the other end of the suspension rod is connected to the upper end of a vertical support rod 34, and the lower end of the vertical support rod is connected to an upper support base. Three plumb bobs are connected to three upper support bases one-to-one. The connection point 35 between the suspension line and the suspension rod of the three plumb bobs is equidistant from the axis of the steel pipe of the pier column. Each of the three lower support bases is equipped with a scale 36 extending radially along the steel pipe pile, and the scale value corresponding to the scale line is the distance from the center line of the steel pipe pile.

[0019] When using it, make sure that the plumb lines of the three plumb bobs are aligned with the same scale value. At this time, the steel pipe of the pier column and the steel pipe pile are coaxial and vertical.

[0020] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0021] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A jack leveling structure for steel pipe pile pier construction, characterized by, The device comprises a plumb, three jacks, three upper support seats arranged on the pier steel pipe and three lower support seats arranged on the steel pipe pile, one end of each of the three jacks is correspondingly supported on one of the three lower support seats and the other end of each of the three jacks is correspondingly supported on one of the three upper support seats, the plumb comprises a plumb head and a hanging line connected to the lower end of the plumb head, the upper end of the hanging line is connected to the pier steel pipe.

2. The leveling structure of a steel pipe pile according to claim 1, characterized in that, The device further comprises a lower hoop wrapped around the steel pipe pile, the lower support seats are connected to the lower hoop to be connected to the steel pipe pile.

3. The leveling structure of a steel pipe pile according to claim 2, characterized in that, The lower support seats are welded to the lower hoop.

4. The leveling structure of a steel pipe pile according to claim 1 or 2 or 3, characterized in that, The upper surface of the lower support seat is provided with a limiting pit, and the jack is supported in the limiting pit.

5. The leveling structure of a steel pipe pile according to claim 1 or 2 or 3, characterized in that, The lower support seats are uniformly distributed along the circumference of the steel pipe pile, and the upper support seats are uniformly distributed along the circumference of the pier steel pipe.

6. The leveling structure of a steel pipe pile according to claim 1 or 2 or 3, characterized in that, The device further comprises an upper hoop wrapped around the pier steel pipe, and the upper support seats are connected to the upper hoop to be connected to the pier steel pipe.

7. The leveling structure of a steel pipe pile according to claim 6, characterized in that, The upper support seats are welded to the upper hoop.

8. The leveling structure of a steel pipe pile according to claim 1 or 2 or 3, characterized in that, The upper end of the hanging line is connected to one end of a hanging rod, the other end of the hanging rod is connected to the upper end of a vertical support rod, and the lower end of the vertical support rod is connected to one of the upper support seats.

9. The leveling structure of a steel pipe pile according to claim 8, characterized in that, The device comprises three plumbs, and each of the three plumbs is correspondingly connected to one of the three upper support seats.

10. The leveling structure of a steel pipe pile according to claim 9, characterized in that, The connection points of the hanging lines of the three plumbs to the hanging rods are equidistant from the axis of the pier steel pipe, each of the three lower support seats is provided with a scale along the radial direction of the steel pipe pile, and the scale lines of the scale correspond to the distance of the scale lines from the center line of the steel pipe pile.

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