Steel pipe pile reinforcement cage clamp and steel pipe pile system
The concave and convex fit of the threaded steel bars limits the movement of the steel cage, solves the problem of the bottom position change of the steel cage during vibration, and improves the construction quality of the steel pipe pile.
Patent Information
- Application Number
- CN202422792997.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-15
- Publication Date
- 2025-10-10
- Estimated Expiration
- 2034-11-15
AI Technical Summary
In the prior art, when the steel cage in the steel pipe pile is fixed by hanging or clamping, the relative distance from the bottom to the pile bottom position may change due to vibration, affecting the construction quality of the steel pipe pile.
The semi-annular protrusions and grooves of the threaded steel bars are matched with the side surfaces of the main threaded steel bars of the steel cage to limit the movement of the main threaded steel bars relative to the first structure and the second structure, thereby ensuring the relative fixation of the steel cage and the steel pipe pile system.
It effectively improves the relative height stability between the bottom of the steel cage and the bottom of the steel pipe pile, and improves the construction quality of steel pipe forming.
Smart Images
Figure CN223423505U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel cage installation, in particular to a steel pipe pile steel cage clamp and a steel pipe pile system. Background Art
[0002] Currently, during the installation of steel pipe piles, in order to prevent the steel cage inside the steel pipe pile from touching the bottom, it is generally necessary to set a bracket on the upper part of the steel pipe to fix the upper position of the steel cage by hanging or clamping to prevent the steel cage from touching the bottom.
[0003] If the hanging method is used, the entire bracket will be very large, which is not conducive to construction. In addition, there are often many steel pipe piles during construction, so the cost of using the hanging method will be very high, time-consuming and labor-intensive.
[0004] If the clamping method is used, the bracket is also called a cage clamp. It clamps the main threaded steel bars on the steel cage through two steel plates, and then the whole formed by the two steel plates can be supported on the upper part of the steel pipe. It mainly relies on the friction between the steel plates and the main threaded steel bars to fix the steel cage. During use, when the steel cage is heavy as a whole (generally more than 25t), due to mechanical construction at other locations on the construction site, the construction site will be vibrated. This vibration sometimes causes the steel cage to slide a certain distance relative to the steel plate and then re-form a relatively fixed relationship (mainly affected by two factors: 1. The circumferential connecting steel bars between adjacent main threaded steel bars will limit the downward sliding of the steel cage. At this time, the steel plate will damage the circumferential connecting steel bars, causing the circumferential connecting steel bars to deform; 2. The straightness of the main threaded steel bars themselves will not be particularly small, which will also cause the steel cage to slide a certain distance relative to the steel plate and then re-form a relatively fixed relationship). In this case, the relative distance from the bottom of the steel cage to the bottom of the pile will change, thereby adversely affecting the quality control of the steel pipe pile. Summary of the Invention
[0005] The purpose of the present invention is to overcome the shortcomings in the background technology that a bracket is set on the top of the steel pipe to fix the upper position of the steel cage by hanging or clamping, and sometimes the relative distance from the bottom of the steel cage to the bottom of the pile will change, thereby bringing adverse effects on the quality control of the steel pipe pile, and provide a steel pipe pile steel cage clamp and steel pipe pile system.
[0006] In a first aspect, the utility model provides a steel pipe pile reinforcement cage clamp, comprising a first structure and a second structure, wherein the first structure and the second structure are connected by a connecting assembly, and a clamping space is provided between the first structure and the second structure, wherein at least one side of the clamping space is provided with a threaded steel bar, and the threaded steel bar is connected to the first structure or the second structure.
[0007] The steel pipe pile reinforcement cage clamp described in the present application utilizes the semi-annular protrusions and grooves on the side of the threaded reinforcement itself, and when in use, performs concave-convex cooperation with the semi-annular protrusions and grooves on the side of the main threaded reinforcement of the reinforcement cage, so that the threaded reinforcement can limit the movement of the main threaded reinforcement relative to the first structure and the second structure, thereby ensuring that when the first structure and the second structure clamp the main threaded reinforcement, the main threaded reinforcement and the first structure and the second structure do not move relative to each other, so that the reinforcement cage does not move relative to the steel pipe pile reinforcement cage clamp described in the present application, so as to ensure the relative height between the bottom of the reinforcement cage and the bottom of the steel pipe pile, thereby effectively improving the construction quality of steel pipe forming.
[0008] Preferably, threaded steel bars are provided on both sides of the clamping space.
[0009] Preferably, the first structure and / or the second structure is provided with an inner recess, and the inner recess cooperates with the threaded steel bar.
[0010] Preferably, the connection assembly includes at least two bolt assemblies, and the clamping space is between the at least two bolt assemblies.
[0011] Preferably, a steel rod is connected between the bolt caps of at least two bolt assemblies located on both sides of the clamping space, so that the bolt does not rotate when the nut at the other end is tightened, or does not rotate after rotating for a certain angle, making the construction of the bolt assembly more convenient.
[0012] Preferably, the first structure includes a first vertical plate and a first rib plate connected to each other, and the first rib plate is connected to a side of the first vertical plate away from the clamping space.
[0013] Preferably, the first vertical plate and the first rib plate are perpendicular to each other.
[0014] In the second aspect, the utility model provides a steel pipe pile system, including a steel pipe, a steel cage and a steel pipe pile steel cage clamp as described in the present application, wherein a portion of the steel cage extends into the steel pipe, and the steel pipe and the steel cage are both vertically arranged. The steel cage includes a plurality of main threaded steel bars arranged along the length direction of the steel cage, at least one of the main threaded steel bars passes through the clamping space, and the side surface of the main threaded steel bar is matched with the concave and convex limit of the threaded steel bar, and the first structure is in contact with the top end of the steel pipe.
[0015] The steel pipe pile system described in the application utilizes the half-ring protrusions and grooves on the side of the screw-threaded steel bars, which are matched with the half-ring protrusions and grooves on the side of the main screw-threaded steel bars of the steel reinforcement cage in use, so that the screw-threaded steel bars can limit the movement of the main screw-threaded steel bars relative to the first structure and the second structure, thereby ensuring that the main screw-threaded steel bars do not move relative to the first structure and the second structure when the first structure and the second structure clamp the main screw-threaded steel bars, so that the steel reinforcement cage does not move relative to the steel pipe pile cage, and the relative height of the bottom of the steel reinforcement cage and the bottom of the steel pipe pile is ensured, thereby effectively improving the construction quality of the steel pipe forming.
[0016] Preferably, the main screw-threaded steel bars have the same diameter as the screw-threaded steel bars, which can be obtained locally, and have better adaptability.
[0017] Preferably, the steel pipe pile cage further comprises a connecting steel bar arranged in a ring shape, which is used to connect adjacent main screw-threaded steel bars, and the connecting steel bar is preferably arranged at intervals between the steel pipe pile cage.
[0018] Compared with the prior art, the steel pipe pile cage has the following beneficial effects:
[0019] The steel pipe pile cage described in the application utilizes the half-ring protrusions and grooves on the side of the screw-threaded steel bars, which are matched with the half-ring protrusions and grooves on the side of the main screw-threaded steel bars of the steel reinforcement cage in use, so that the screw-threaded steel bars can limit the movement of the main screw-threaded steel bars relative to the first structure and the second structure, thereby ensuring that the main screw-threaded steel bars do not move relative to the first structure and the second structure when the first structure and the second structure clamp the main screw-threaded steel bars, so that the steel reinforcement cage does not move relative to the steel pipe pile cage, and the relative height of the bottom of the steel reinforcement cage and the bottom of the steel pipe pile is ensured, thereby effectively improving the construction quality of the steel pipe forming. BRIEF DESCRIPTION OF DRAWINGS
[0020] Figure 1 FIG. 4 is a perspective view of the steel pipe pile cage structure and the main screw-threaded steel bars according to the application (from another angle).
[0021] Figure 2 FIG. 4 is a perspective view of the steel pipe pile cage structure and the main screw-threaded steel bars according to the application (from another angle).
[0022] Figure 3 FIG. 5 is a top view of the steel pipe pile cage structure and the main screw-threaded steel bars according to the application.
[0023] Figure 4 FIG. 5 is a top view of the steel pipe pile cage structure and the main screw-threaded steel bars according to the application.
[0024] Figure 5 A schematic view of the welding of the threaded steel bar to the second structure.
[0025] Figure 6 A schematic view of the cross section of the second structure.
[0026] Figure 7 A schematic view of the cooperation of the threaded steel bar and the main threaded steel bar.
[0027] Figure 8 A schematic view of the steel rod arrangement.
[0028] Figure 9 A schematic view of the steel pipe pile system from above.
[0029] Figure 10 A schematic view of the steel pipe pile system from the vertical section.
[0030] Marked in the figure: 1 - first structure, 2 - second structure, 4 - threaded steel bar, 5 - inner recess, 6 - bolt assembly, 7 - steel pipe, 8 - steel cage, 9 - main threaded steel bar, 10 - connecting steel bar, 12 - first vertical plate, 13 - first steel plate, 14 - clamping space, 15 - steel rod, 16 - bolt, 17 - bolt, 18 - nut. DETAILED DESCRIPTION
[0031] The utility model will be described in further detail below in combination with specific embodiments. However, this should not be understood as the scope of the above-mentioned subject matter of the utility model being limited to the following embodiments. Any technology realized based on the content of the utility model falls within the scope of the utility model.
[0032] In the description of the specific embodiments of the utility model, the orientation or position relationship terms appearing in the description, such as "up", "down", "left", "right", "center", "inner", "outer", etc. are based on the orientation or position relationship expressed in the drawings, or the orientation or position relationship used when the product / equipment / device of the utility model is normally used. These orientation or position relationship terms are only used to facilitate the description of the utility model scheme or simplify the description in the specific embodiments, so as to facilitate the quick understanding of the scheme by the technicians, and are not intended to indicate or imply that a specific device / component / element must have a specific orientation or be constructed and operated in a specific position relationship, and therefore cannot be understood as a limitation on the utility model.
[0033] In addition, if the terms "horizontal", "vertical", "overhanging", "parallel" and the like appear, it does not mean that the corresponding devices / components / elements are required to be absolutely horizontal or vertical or overhanging or parallel, but may be slightly tilted or have deviations. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but may be slightly tilted. Alternatively, it can be simply understood that the corresponding devices / components / elements are set in directions such as "horizontal", "vertical", "overhanging", and "parallel", and can have an error / deviation of ±10% relative to the corresponding direction setting, more preferably an error / deviation within ±8%, more preferably an error / deviation within ±6%, more preferably an error / deviation within ±5%, and more preferably an error / deviation within ±4%. As long as the corresponding device / component / element is within the error / deviation range, it can still achieve its role in the solution of the present utility model.
[0034] In addition, the expressions “first”, “second”, “third”, etc. in the terms are merely used to distinguish the description of the same or similar components, and should not be understood as emphasizing or implying the relative importance of specific components.
[0035] In addition, in the description of the embodiments of the present invention, "several", "a plurality", and "a number" represent at least 2. It can be any number such as 2, 3, 4, 5, 6, 7, 8, 9, and even more than 9.
[0036] Furthermore, in the description of the technical solutions of this utility model, unless otherwise expressly specified / defined / restricted, the terms "disposed," "installed," "connected," "connected," "provided with," "laid," and "arranged" should be understood in a broad sense. For example, they may refer to fixed connections, detachable connections, or integral connections. They may be welding, riveting, bolting, threading, or other commonly used connection methods in the art. Such connections may be mechanical, electrical, or communication connections; they may be direct connections, indirect connections through an intermediate medium, or internal connections between two components.
[0037] Example 1
[0038] like Figure 1-10 As shown, the utility model provides a steel pipe pile reinforcement cage clamp, including a first structure 1 and a second structure 2, the first structure 1 and the second structure 2 are connected by a connecting assembly, and a clamping space 14 is provided between the first structure 1 and the second structure 2, and a threaded steel bar 4 is provided on at least one side of the clamping space 14, and the threaded steel bar 4 is connected to the first structure 1 or the second structure 2.
[0039] The steel pipe pile reinforcement cage clamp described in the present application utilizes the semi-annular protrusions and grooves on the side of the threaded reinforcement 4 itself, and when in use, performs concave-convex cooperation with the semi-annular protrusions and grooves on the side of the main threaded reinforcement 9 of the reinforcement cage 8, so that the threaded reinforcement 4 can limit the movement of the main threaded reinforcement 9 relative to the first structure 1 and the second structure 2, thereby ensuring that when the first structure 1 and the second structure 2 clamp the main threaded reinforcement 9, the main threaded reinforcement 9 and the first structure 1 and the second structure 2 do not move relative to each other, so that the reinforcement cage 8 does not move relative to the steel pipe pile reinforcement cage clamp described in the present application, so as to ensure the relative height between the bottom of the reinforcement cage 8 and the bottom of the steel pipe 7 pile, thereby effectively improving the construction quality of the forming of the steel pipe 7.
[0040] A specific preferred manner is that the threaded steel bar 4 is connected to the first structure 1 or the second structure 2 by welding or bonding.
[0041] In one or more embodiments, threaded steel bars 4 are provided on both sides of the clamping space 14 .
[0042] like Figure 5 and 6 As shown, in one or more embodiments, the first structure 1 and / or the second structure 2 is provided with an inner recess 5, which cooperates with the threaded steel bar 4. It is possible to achieve precise positioning of the threaded steel bar 4, so that the threaded steel bar 4 can be installed better.
[0043] In a further preferred embodiment, the depth of the inner recess 5 is preferably 3 mm to 8 mm.
[0044] In one or more embodiments, the connection assembly includes at least two bolt assemblies 6 , and the clamping space 14 is between the at least two bolt assemblies 6 .
[0045] like Figure 8 As shown, in one or more embodiments, in a further preferred embodiment, a steel rod 15 is connected between the bolt caps 16 of at least two bolt assemblies 6 located on both sides of the clamping space 14. Specifically, the bolt assembly 6 includes a bolt 17 and a nut 18 threadedly engaged with the bolt 17. The bolt cap 16 is the nut of the bolt 17. During construction, radial holes can be radially opened on the nut of the bolt 17, and then the steel rod 15 is passed through the radial holes on the two nuts. This ensures that when the nut 18 at the other end is tightened during construction, the bolt 17 does not rotate, or does not rotate after rotating for a certain angle, thereby making construction more convenient.
[0046] By tightening the bolt assembly, a slight deformation can occur that brings the first structure 1 and the second structure 2 closer to each other, so that the first structure 1 and the second structure 2 can clamp the main threaded steel bar 9.
[0047] In one or more embodiments, the first structure 1 includes a first vertical plate 12 and a first rib plate 13 connected to each other. The first rib plate 13 is connected to a side of the first vertical plate 12 away from the clamping space 14 .
[0048] In one or more embodiments, the first vertical plate 12 and the first rib plate 13 are perpendicular to each other.
[0049] Example 2
[0050] like Figure 1-10 As shown, the utility model provides a steel pipe pile system, including a steel pipe 7, a steel cage 8 and a steel pipe pile steel cage clamp as described in the present application, a portion of the steel cage 8 extends into the steel pipe 7, the steel pipe 7 and the steel cage 8 are both vertically arranged, the steel cage 8 includes a plurality of main threaded steel bars 9 arranged along the length direction of the steel cage 8, at least one of the main threaded steel bars 9 passes through the clamping space 14, and the side surface of the main threaded steel bar 9 is matched with the threaded steel bar 4 in a concave and convex limiting manner, and the first structure 1 is in contact with the top of the steel pipe 7.
[0051] The steel pipe pile system described in the present application utilizes the semi-annular protrusions and grooves on the side of the threaded steel bar 4 itself, which, when in use, are matched with the semi-annular protrusions and grooves on the side of the main threaded steel bar 9 of the steel cage 8, so that the threaded steel bar 4 can limit the movement of the main threaded steel bar 9 relative to the first structure 1 and the second structure 2, thereby ensuring that when the first structure 1 and the second structure 2 clamp the main threaded steel bar 9, the main threaded steel bar 9 and the first structure 1 and the second structure 2 do not move relative to each other, so that the steel cage 8 does not move relative to the steel pipe pile steel cage clamp described in the present application, so as to ensure the relative height between the bottom of the steel cage 8 and the bottom of the steel pipe 7, thereby effectively improving the construction quality of the steel pipe 7 forming.
[0052] A preferred manner: the first structure 1 includes a first vertical plate 12 and a first rib plate 13 connected to each other, and the first rib plate 13 abuts against the top end of the steel pipe 7 , that is, the first rib plate 13 rests on the top end of the steel pipe 7 .
[0053] The main threaded steel bar 9 has the same diameter as the threaded steel bar 4 , can be made from local materials, and has better adaptability.
[0054] It also includes connecting steel bars 10 arranged in a circumferential direction, and the connecting steel bars 10 are used to connect adjacent main threaded steel bars 9. The connecting steel bars 10 are spaced apart from the steel pipe pile steel cage.
[0055] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.
Claims
1. A steel pipe pile reinforcement cage clamp, characterized in that: The invention comprises a first structure (1) and a second structure (2), wherein the first structure (1) and the second structure (2) are connected via a connecting assembly, and a clamping space (14) is provided between the first structure (1) and the second structure (2), wherein at least one side of the clamping space (14) is provided with a threaded steel bar (4), and the threaded steel bar (4) is connected to the first structure (1) or the second structure (2).
2. The steel pipe pile reinforcement cage clamp according to claim 1, characterized in that: Threaded steel bars (4) are provided on both sides of the clamping space (14).
3. The steel pipe pile reinforcement cage clamp according to claim 2, characterized in that: An inner recess (5) is provided on the first structure (1) and / or the second structure (2), and the inner recess (5) cooperates with the threaded steel bar (4).
4. The steel pipe pile reinforcement cage clamp according to claim 1, characterized in that: The connection assembly comprises at least two bolt assemblies (6), and the clamping space (14) is between the at least two bolt assemblies (6).
5. The steel pipe pile reinforcement cage clamp according to claim 1, characterized in that: A steel rod (15) is connected between the bolt caps (16) of at least two bolt assemblies (6) located on both sides of the clamping space (14).
6. The steel pipe pile reinforcement cage clamp according to claim 1, characterized in that: The first structure (1) comprises a first vertical plate (12) and a first rib plate (13) connected to each other, wherein the first rib plate (13) is connected to a side of the first vertical plate (12) away from the clamping space (14).
7. The steel pipe pile reinforcement cage clamp according to claim 1, characterized in that: The first vertical plate (12) and the first rib plate (13) are perpendicular to each other.
8. A steel pipe pile system, characterized in that: The invention comprises a steel pipe (7), a steel cage (8) and a steel pipe pile steel cage clamp as claimed in any one of claims 1 to 7, wherein a portion of the steel cage (8) extends into the steel pipe (7), the steel pipe (7) and the steel cage (8) are both arranged vertically, the steel cage (8) comprises a plurality of main threaded steel bars (9) arranged along the length direction of the steel cage (8), at least one main threaded steel bar (9) passes through the clamping space (14), and the side surface of the main threaded steel bar (9) is matched with the threaded steel bar (4) in a concave-convex limiting manner, and the first structure (1) is in contact with the top end of the steel pipe (7).
9. The steel pipe pile system according to claim 8, characterized in that: The main threaded steel bar (9) and the threaded steel bar (4) have the same diameter.
10. The steel pipe pile system according to claim 8, characterized in that: It also includes connecting steel bars (10) arranged in a circumferential direction, the connecting steel bars (10) being used to connect adjacent main threaded steel bars (9), and the connecting steel bars (10) being spaced apart from the steel pipe pile steel bar cage.