Reinforcing cage assembly and its reinforcing anchorage structure and construction method

Abstract

This invention relates to a rebar cage assembly, its rebar anchoring structure, and construction method. The rebar anchoring structure includes a rebar anchoring body and a bubble leveling component. The rebar anchoring body is spherical, and mounting holes can be opened at any position on the body. One end of the longitudinal reinforcement of the rebar cage is placed in the mounting hole, while the stirrups or connecting bars are passed through another mounting hole, thus connecting the longitudinal reinforcement with the stirrups or connecting bars. The bubble leveling component is located on the surface of the rebar anchoring body. By comparing the changes in the bubble position of the bubble leveling component before and after the longitudinal reinforcement and stirrups or connecting bars are inserted, the depth of the longitudinal reinforcement and stirrups or connecting bars extending into the mounting holes is adjusted to level the position of the rebar anchoring structure. This avoids slight deformation of the anchoring structure's position due to the installation of longitudinal reinforcement and stirrups or connecting bars, which could affect the overall structural stability of the rebar cage assembly and ultimately ensure the structural stability of the concrete column formed after concrete pouring, improving its compressive strength.

Description

Technical Field

[0001] This invention relates to the field of reinforced concrete technology, and in particular to steel cage assemblies and their steel anchoring structures and construction methods. Background Technology

[0002] Concrete piles are mainly composed of concrete and reinforcing steel. Concrete has high density and high compressive strength, enabling it to withstand normal impact loads; reinforcing steel has high tensile and shear strength, enabling it to withstand shear loads. Concrete piles are important load-bearing structures in civil engineering, frequently subjected to various loads such as vehicle loads, wind loads, ocean waves, and ship impacts. However, the compressive strength of traditional concrete piles decreases under these loads. Summary of the Invention

[0003] Therefore, it is necessary to provide a steel cage assembly, its steel anchoring structure, and construction method that can facilitate the improvement of compressive strength in the above-mentioned problems.

[0004] A rebar anchoring structure for a rebar cage assembly, the rebar anchoring structure comprising a rebar anchoring body and a bubble horizontal component, the rebar anchoring body being a spherical structure, and having at least two mounting holes on its surface; the bubble horizontal component being disposed on the surface of the rebar anchoring body.

[0005] In one embodiment, the axis of the mounting hole passes through the center of the reinforcing bar anchor body.

[0006] In one embodiment, the number of mounting holes is multiple, and the axes of at least two of the mounting holes are located on a first tangential plane passing through the center of the reinforcing bar anchor body; the axes of at least two other mounting holes are located on a second tangential plane passing through the center of the reinforcing bar anchor body, and the first tangential plane intersects with the second tangential plane.

[0007] In one embodiment, the bubble leveling element is disposed between the two mounting holes, and a bubble leveling element is disposed between each two adjacent mounting holes.

[0008] In one embodiment, the bubble leveling member includes a film and a moving liquid, the film covering the moving liquid and forming a moving bubble, the film being disposed on the reinforcing bar anchor body.

[0009] In one embodiment, at least one of the mounting holes is provided with a thermometer; and / or

[0010] At least one of the mounting holes is provided with a strain gauge; and / or

[0011] The steel reinforcement anchor body is a glass composite fiber ball or a carbon composite fiber ball.

[0012] A reinforcing cage assembly includes a reinforcing cage and a reinforcing anchorage structure as described above. The reinforcing cage includes longitudinal bars and stirrups. One end of each longitudinal bar passes through a mounting hole and is movable relative to the axial direction of the mounting hole. One end of each stirrup passes through another mounting hole and is movable relative to the axial direction of the mounting hole.

[0013] A reinforcing cage assembly includes a reinforcing cage, a connector, and a reinforcing cage anchorage structure as described above. The reinforcing cage includes longitudinal bars and stirrups, with the stirrups connected to the longitudinal bars. The connector includes a connecting bar. One end of the longitudinal bar passes through a mounting hole and is movable relative to the axial direction of the mounting hole. One end of the connecting bar passes through another mounting hole and is movable relative to the axial direction of the mounting hole.

[0014] In one embodiment, the construction method of the steel cage assembly includes:

[0015] Observe the initial position of the bubbles in the horizontal bubble component of the steel reinforcement anchorage structure;

[0016] One end of the longitudinal bar of the steel cage is inserted into an installation hole in the steel anchoring structure;

[0017] One end of the connecting bar of the connector is inserted into another mounting hole of the steel bar anchoring structure to form a steel bar cage assembly.

[0018] Adjust the depth of the connecting ribs into the mounting holes and the depth of the longitudinal ribs into the mounting holes to bring the bubble in the bubble leveling component back to its initial position.

[0019] In one embodiment, the construction method of the steel cage assembly further includes:

[0020] Drive the hollow piles into the area to be set;

[0021] The process of adjusting the depth of the connecting rib and the longitudinal rib into the mounting hole to return the bubble in the bubble leveling component to its initial position further includes:

[0022] The steel cage assembly is placed into the hollow pile;

[0023] Concrete is poured inside the hollow pile to form a concrete column.

[0024] The aforementioned rebar cage assembly, its rebar anchorage structure, and construction method utilize a spherical rebar anchorage body. Installation holes can be opened at any position within the anchorage body. One end of the longitudinal reinforcement bar is placed within the installation hole, while the stirrups or connecting bars are inserted into another hole. The anchorage body connects the longitudinal reinforcement bar to the stirrups or connecting bars. Simultaneously, because the bubble leveling element is positioned on the surface of the anchorage body, the change in bubble position before and after the insertion of the longitudinal reinforcement bar and stirrups or connecting bars allows adjustment of the depth of the longitudinal reinforcement bar and stirrups or connecting bars into the installation hole. This achieves the goal of leveling the anchorage structure, preventing micro-deformation of the anchorage structure due to the installation of longitudinal reinforcement bar and connecting bars, thus ensuring the overall stability of the rebar cage assembly and ultimately guaranteeing the structural stability of the concrete column formed after concrete pouring, thereby improving its compressive strength. Attached Figure Description

[0025] The accompanying drawings, which form part of this application, are used to provide a further understanding of the invention. The illustrative embodiments of the invention and their descriptions are used to explain the invention and do not constitute an improper limitation of the invention.

[0026] To more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0027] Furthermore, the accompanying drawings are not drawn to a 1:1 scale, and the relative dimensions of the various components are shown as examples only and not necessarily to scale. In the accompanying drawings:

[0028] Figure 1 This is a front view of a steel cage assembly in one embodiment;

[0029] Figure 2 for Figure 1 Side view of the steel cage assembly shown;

[0030] Figure 3 for Figure 2 Front view of the steel reinforcement anchorage structure in the image;

[0031] Figure 4 for Figure 3 A schematic diagram of the steel reinforcement anchorage structure shown from another perspective;

[0032] Figure 5 This is a flowchart of a construction method for a steel cage assembly in one embodiment.

[0033] Explanation of reference numerals in the attached figures:

[0034] 10. Reinforcing cage assembly; 100. Reinforcing cage; 110. Longitudinal reinforcement; 120. Stirrups; 200. Reinforcing bar anchorage structure; 210. Reinforcing bar anchorage body; 212. Mounting hole; 220. Bubble leveling component. Detailed Implementation

[0035] To make the above-mentioned objects, features, and advantages of the present invention more apparent and understandable, specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Many specific details are set forth in the following description to provide a thorough understanding of the present invention. However, the present invention can be practiced in many other ways different from those described herein, and those skilled in the art can make similar modifications without departing from the spirit of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0036] See Figures 1 to 3 In one embodiment of the present invention, the steel cage assembly 10 includes a steel cage 100 and a steel anchoring structure 200. The steel cage 100 is connected by the steel anchoring structure 200, which not only makes the connection convenient but also ensures high connection stability.

[0037] Specifically, the rebar anchoring structure 200 includes a rebar anchoring body 210 and a bubble horizontal component 220. The rebar anchoring body 210 is a spherical structure, and at least two mounting holes 212 are provided on the surface of the rebar anchoring body 210. The bubble horizontal component 220 is disposed on the surface of the rebar anchoring body 210.

[0038] Furthermore, the steel cage 100 includes longitudinal bars 110 and stirrups 120. One end of the longitudinal bar 110 passes through the mounting hole 212 and can move relative to the axial direction of the mounting hole 212. One end of the stirrup 120 passes through another mounting hole 212 and can move relative to the axial direction of the mounting hole 212.

[0039] The aforementioned steel cage assembly 10 and its steel anchoring structure 200, since the steel anchoring body 210 of the steel anchoring structure 200 is a spherical structure, can open an installation hole 212 at any position of the steel anchoring body 210. By setting one end of the longitudinal bar 110 of the steel cage 100 in the installation hole 212, and the stirrup 120 passing through another installation hole 212, the connection between the longitudinal bar 110 and the stirrup 120 is realized by using the steel anchoring body 210. Meanwhile, since the bubble leveling component 220 is set on the surface of the steel reinforcement anchor body 210, by comparing the changes in the bubble position of the bubble leveling component 220 before and after passing through the longitudinal reinforcement 110 and stirrup 120, the depth of the longitudinal reinforcement 110 and stirrup 120 extending into the installation hole 212 can be adjusted, thereby adjusting the center of gravity position of the steel reinforcement anchor structure 200 to achieve the purpose of leveling the position of the steel reinforcement anchor structure 200. This avoids the slight deformation of the setting position of the steel reinforcement anchor structure 200 due to the setting of the longitudinal reinforcement 110 and connecting reinforcement, which would affect the stability of the entire structure of the steel reinforcement cage assembly 10, and ultimately ensure the structural stability of the concrete column formed after the concrete is poured, thereby improving the compressive strength.

[0040] In one embodiment, all the longitudinal bars 110 and stirrups 120 of the reinforcing cage 100 may be connected by a reinforcing bar anchorage structure 200. Alternatively, some of the longitudinal bars 110 and stirrups 120 may be connected by a reinforcing bar anchorage structure 200.

[0041] In one embodiment, the longitudinal reinforcement 110 is glass fiber reinforcement or carbon fiber reinforcement. In another embodiment, the stirrup 120 is glass fiber reinforcement or carbon fiber reinforcement. Glass fiber reinforcement or carbon fiber reinforcement has the characteristics of high strength, corrosion resistance, and lightweight. The longitudinal reinforcement 110 provides resistance to bending and tension; the stirrup 120 provides resistance to shear. It can be used as a component that is resistant to bending and tension, shear resistance, high strength, corrosion resistance, and lightweight, and can solve the problem of accelerated erosion and damage of steel reinforcement in concrete piles when the concrete is damaged and exposed to air or other corrosive environments.

[0042] In other embodiments, a corrosion-resistant coating may be provided on the surface of the longitudinal reinforcement 110. In other embodiments, a corrosion-resistant coating may be provided on the surface of the stirrup 120.

[0043] Alternatively, the longitudinal reinforcement 110 can be made of other corrosion-resistant materials, and the stirrup 120 can be made of other corrosion-resistant materials.

[0044] In one embodiment, the longitudinal reinforcement 110 passes through the mounting hole 212, and is further welded to the reinforcement anchor body 210. Alternatively, the longitudinal reinforcement 110 can be fixed to the reinforcement anchor body 210 by expansion bolts. In other embodiments, the longitudinal reinforcement 110 can also be fixed to the reinforcement anchor body 210 by other fixing methods. In one embodiment, the stirrup 120 can be fixed to the reinforcement anchor body 210 by welding, expansion bolts, or other methods.

[0045] In one embodiment, the axis of the mounting hole 212 passes through the center of the reinforcing bar anchor body 210. Specifically, the axis of the mounting hole 212 is the diameter of the reinforcing bar anchor body 210. Therefore, when the longitudinal reinforcement 110 passes through the mounting hole 212, it moves towards the center of the reinforcing bar anchor body 210, ensuring the depth of the mounting hole 212 and thus ensuring the insertion depth of the longitudinal reinforcement 110. Similarly, when the stirrup 120 passes through the mounting hole 212, the insertion depth of the stirrup 120 is ensured.

[0046] See Figure 3 and Figure 4 In one embodiment, the number of mounting holes 212 is multiple, with the axes of at least two mounting holes 212 located on a first tangential plane passing through the center of the rebar anchoring body 210; the axes of at least two other mounting holes 212 are located on a second tangential plane passing through the center of the rebar anchoring body 210, and the first tangential plane intersects with the second tangential plane. By providing mounting holes 212 on different tangential planes of the rebar anchoring body 210, the rebar anchoring structure 200 is made more versatile and adaptable to rebar connection requirements at various angles.

[0047] In this embodiment, the first and second cut surfaces are perpendicular to each other. Specifically, the mounting holes 212 on the first cut surface and the mounting holes 212 on the second cut surface are evenly distributed. The evenly distributed mounting holes 212 facilitate the connection of reinforcing bars in different directions (360 degrees), improve the efficiency of inserting reinforcing bars through the mounting holes 212, and avoid the need for reinforcing bars to be inserted through a specific mounting hole 212. Simultaneously, it ensures the structural stability of the reinforcing bar anchoring body 210, maintaining its center of gravity, and facilitating subsequent leveling operations using the bubble leveling component 220.

[0048] In other embodiments, the angle between the first and second cut surfaces can also be set according to the angle of the reinforcing bars to be connected, as long as it is convenient to allow different reinforcing bars to pass through different mounting holes 212 to achieve the connection of different reinforcing bars.

[0049] In one embodiment, the bubble leveling element 220 is disposed between two of the mounting holes 212. Specifically, one bubble leveling element 220 is disposed between each pair of adjacent mounting holes 212. By providing multiple bubble leveling elements 220, the leveling accuracy can be improved, and since the rebar anchoring body 210 can be set at different angles, the bubble leveling element 220 can be easily observed, thus improving the leveling efficiency.

[0050] In one embodiment, the bubble leveling member 220 includes a thin film and a moving liquid. The thin film covers the moving liquid and forms a moving bubble. The thin film is disposed on the rebar anchoring body 210. Because the moving liquid causes the formed moving bubble to move under the action of gravity, it is convenient to determine the position of the rebar anchoring body 210 by observing the position of the moving bubble.

[0051] Specifically, the film can be a rigid, transparent plastic component with an internal cavity capable of containing moving liquid. This rigid, transparent plastic component not only facilitates the observation of moving bubbles but also allows them to form stably.

[0052] Furthermore, markings are provided on the surface of the film to facilitate the identification of bubble positions, thereby improving the efficiency of judgment during the leveling process.

[0053] In one embodiment, a mounting groove is recessed on one side of the film-facing rebar anchor body 210, and the mounting groove matches the surface shape of the rebar anchor body 210. The mounting groove facilitates the setting of the bubble leveling member 220, thereby improving the stability of the bubble leveling member 220 on the rebar anchor body 210.

[0054] In another embodiment, an installation groove is formed on the surface of the steel bar anchor body 210, and the bubble level 220 is disposed in the installation groove.

[0055] In other embodiments, the bubble level 220 may also be attached to the surface of the rebar anchor body 210 by means of adhesive or other means.

[0056] In one embodiment, at least one of the mounting holes 212 is provided with a thermometer. By providing a thermometer in the mounting hole 212, it is convenient to detect the construction temperature, thereby facilitating the acquisition of construction parameters. The thermometer is provided in a mounting hole 212 where reinforcing bars do not need to be inserted.

[0057] In one embodiment, at least one of the mounting holes 212 is provided with a strain gauge. The strain gauge facilitates the sensing of stress changes after the reinforcing bar is inserted into the mounting hole 212.

[0058] In one embodiment, the reinforcing bar anchorage body 210 is a glass composite fiber ball or a carbon composite fiber ball. Glass fiber or carbon fiber reinforcing bars have the characteristics of high strength, corrosion resistance, and lightweight, which can ensure that after the concrete pile is formed, it is not subject to accelerated erosion when exposed to air or other corrosive environments due to concrete damage.

[0059] In another embodiment, the rebar anchoring body 210 can be a steel ball, which can ensure the stability of the rebar anchoring body 210 structure, and thus ensure the stability of the connected rebar. In other embodiments, the rebar anchoring body 210 can also be other rigid structures.

[0060] In another embodiment, the reinforcing cage assembly 10 further includes a connector, the connector including a connecting bar, wherein one end of the longitudinal bar 110 of the reinforcing cage 100 passes through the mounting hole 212 and is movable relative to the axial direction of the mounting hole 212, and one end of the connecting bar passes through another mounting hole 212 and is movable relative to the axial direction of the mounting hole 212.

[0061] By placing one end of the longitudinal reinforcement 110 of the reinforcing cage 100 into the mounting hole 212, and the connecting reinforcement of the connector passing through another mounting hole 212, the longitudinal reinforcement 110 and the connecting reinforcement are connected using the reinforcing cage anchor body 210. Simultaneously, since the bubble leveling element 220 is located on the surface of the reinforcing cage anchor body 210, by comparing the changes in the bubble position of the bubble leveling element 220 before and after it passes through the longitudinal reinforcement 110 and the connecting reinforcement, the depth of the longitudinal reinforcement 110 and the connecting reinforcement extending into the mounting hole 212 is adjusted. This achieves the purpose of leveling the position of the reinforcing cage anchor structure 200, preventing micro-deformation of the anchor structure 200 due to the setting of the longitudinal reinforcement 110 and the connecting reinforcement, thus affecting the overall stability of the reinforcing cage assembly 10 and ultimately ensuring the structural stability of the concrete column formed after concrete pouring, and improving its compressive strength.

[0062] In this embodiment, the stirrup 120 can be inserted through another mounting hole 212; or the stirrup 120 can be connected to the longitudinal reinforcement 110 by binding.

[0063] In this embodiment, the connector can be a connecting beam or plate or other reinforcing steel structure that needs to be connected to the reinforcing cage 100.

[0064] See also Figure 1 , Figure 3 and Figure 5 A construction method for the reinforcing cage assembly 10 in one embodiment, wherein the reinforcing cage assembly 10 can be any of the reinforcing cage assembly 10 described in the above embodiments. Specifically, the construction method for the reinforcing cage assembly 10 includes the following steps:

[0065] Step S410: Observe the initial position of the bubble in the bubble horizontal component 220 of the steel reinforcement anchorage structure 200;

[0066] Step S420: Insert one end of the longitudinal bar 110 of the steel cage 100 into an installation hole 212 of the steel anchoring structure 200;

[0067] Step S430: Pass one end of the connecting bar of the connector through another mounting hole 212 of the steel bar anchoring structure 200 to form a steel bar cage assembly 10;

[0068] Step S440: Adjust the depth of the connecting rib extending into the mounting hole 212 and adjust the depth of the longitudinal rib 110 extending into the mounting hole 212 so that the bubble in the bubble leveling component 220 is adjusted back to its initial position.

[0069] By comparing the changes in the bubble positions of the horizontal bubble members 220 before and after the longitudinal reinforcement 110 and the connecting reinforcement, the depth of the longitudinal reinforcement 110 and the connecting reinforcement extending into the installation hole 212 is adjusted, thereby adjusting and leveling the position of the center of gravity of the entire steel reinforcement anchorage structure 200. This achieves the purpose of adjusting and leveling the position of the steel reinforcement anchorage structure 200, avoiding slight deformation of the setting position of the steel reinforcement anchorage structure 200 due to the setting of the longitudinal reinforcement 110 and the connecting reinforcement, which would affect the stability of the entire steel cage assembly 10 structure, and ultimately ensuring the structural stability of the concrete column formed after the concrete is poured, and improving the compressive strength.

[0070] In another embodiment, the connecting bar of the connector in the above steps can be the stirrup 120 of the steel cage 100. Alternatively, the connecting bar of the connector can be inserted into a mounting hole 212, and the stirrup 120 of the steel cage 100 can be further inserted into another mounting hole 212.

[0071] In one embodiment, the construction method of the reinforcing cage assembly 10 further includes:

[0072] Step S450: Drive the hollow pile into the area to be set;

[0073] Specifically, step S440: adjusting the depth of the connecting rib extending into the mounting hole 212 and adjusting the depth of the longitudinal rib 110 extending into the mounting hole 212, so that the bubble in the bubble leveling component 220 is adjusted back to its initial position, further includes:

[0074] Step S460: Place the steel cage 100 into the hollow pile;

[0075] Step S470: Pour concrete into the hollow pile to form a concrete column.

[0076] Setting up hollow piles facilitates the installation of the steel cage assembly 10, which in turn facilitates the pouring of concrete to form a concrete column.

[0077] In one embodiment, the above-mentioned steel cage assembly 10 can be applied to port engineering wharf piles. In the above steps, hollow piles are driven into soft soil by the sea, and the steel cage assembly 10 is placed inside the hollow piles; concrete is poured inside the hollow piles to form concrete columns.

[0078] In one embodiment, the above-mentioned steel cage assembly 10 can be used in a cross-sea bridge. In the above steps, hollow piles are driven into the seabed rock layer, and the steel cage assembly 10 is placed inside the hollow piles; concrete is poured inside the hollow piles to form concrete columns.

[0079] In one embodiment, the above-mentioned steel cage assembly 10 can also be used in a chemical plant. After one end of the longitudinal bar 110 of the steel cage 100 is inserted into an installation hole 212 of the steel anchoring structure 200, the connecting bar of the connecting beam and plate is inserted into another installation hole 212 of the steel anchoring structure 200; concrete is poured to form a concrete column.

[0080] In other embodiments, the above-described rebar anchorage structure 200 can also be applied to rebar connections in other contexts.

[0081] The technical features of the above embodiments can be combined in any way. For the sake of brevity, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0082] The embodiments described above are merely illustrative of several implementations of the present invention, and while the descriptions are relatively specific and detailed, they should not be construed as limiting the scope of the invention patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of the present invention, and these all fall within the protection scope of the present invention. Therefore, the protection scope of this invention patent should be determined by the appended claims.

[0083] In the description of this invention, it should be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this invention.

[0084] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this invention, "a plurality of" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0085] In this invention, unless otherwise explicitly specified and limited, the terms "installation," "connection," "linking," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0086] In this invention, unless otherwise explicitly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "over," and "on top" of the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.

[0087] It should be noted that when an element is referred to as being "fixed to" or "set on" another element, it can be directly on the other element or there may be an intervening element. When an element is considered to be "connected to" another element, it can be directly connected to the other element or there may be an intervening element. The terms "vertical," "horizontal," "upper," "lower," "left," "right," and similar expressions used herein are for illustrative purposes only and do not represent the only possible implementation.

Claims

1. A steel reinforcement anchorage structure for a steel cage assembly, characterized in that, The steel reinforcement anchorage structure includes: A reinforcing bar anchoring body, wherein the reinforcing bar anchoring body has a spherical structure and multiple mounting holes are formed on its surface; and A bubble leveling element is disposed on the surface of the steel bar anchoring body; The bubble leveling component is disposed between the two mounting holes, and one bubble leveling component is disposed between each two adjacent mounting holes; when the depth of the adjusting connecting rib and the depth of the adjusting longitudinal rib in the mounting hole are adjusted, the bubble in the bubble leveling component can be adjusted back to the initial position. The bubble horizontal component includes a film and a moving liquid. The film covers the moving liquid and forms a moving bubble. The film is disposed on the steel anchor body. A thermometer is provided in at least one of the mounting holes; and / or At least one of the mounting holes is provided with a strain gauge; and / or The steel reinforcement anchor body is a glass composite fiber ball or a carbon composite fiber ball.

2. The steel reinforcement anchorage structure according to claim 1, characterized in that, The axis of the mounting hole passes through the center of the steel bar anchor body.

3. The steel reinforcement anchorage structure according to claim 2, characterized in that, The number of mounting holes is multiple, and the axes of at least two of the mounting holes are located on a first tangential plane passing through the center of the reinforcing bar anchor body; the axes of at least two other mounting holes are located on a second tangential plane passing through the center of the reinforcing bar anchor body, and the first tangential plane intersects with the second tangential plane.

4. A steel cage assembly, characterized in that, The steel cage assembly includes: A reinforcing cage, comprising longitudinal bars and stirrups; and According to any one of claims 1-3, in the steel reinforcement anchorage structure, one end of the longitudinal reinforcement is inserted into the mounting hole and is movable relative to the axial direction of the mounting hole, and one end of the stirrup is inserted into another mounting hole and is movable relative to the axial direction of the mounting hole.

5. A steel cage assembly, characterized in that, The steel cage assembly includes: A reinforcing cage, comprising longitudinal bars and stirrups, wherein the stirrups are connected to the longitudinal bars; Connector, the connector including connecting ribs; and According to any one of claims 1-3, in the steel reinforcement anchorage structure, one end of the longitudinal reinforcement is inserted into the mounting hole and is movable relative to the axial direction of the mounting hole, and one end of the connecting reinforcement is inserted into another mounting hole and is movable relative to the axial direction of the mounting hole.

6. A construction method for a steel cage assembly according to claim 5, characterized in that, The method includes: Observe the initial position of the bubbles in the horizontal bubble component of the steel reinforcement anchorage structure; One end of the longitudinal bar of the steel cage is inserted into an installation hole in the steel anchoring structure; One end of the connecting bar of the connector is inserted into another mounting hole of the steel bar anchoring structure to form a steel bar cage assembly. Adjust the depth of the connecting ribs into the mounting holes and the depth of the longitudinal ribs into the mounting holes to bring the bubble in the bubble leveling component back to its initial position.

7. The construction method of the reinforcing cage assembly according to claim 6, characterized in that, The method further includes: Drive the hollow piles into the area to be set; The process of adjusting the depth of the connecting rib and the longitudinal rib into the mounting hole to return the bubble in the bubble leveling component to its initial position further includes: The steel cage assembly is placed into the hollow pile; Concrete is poured inside the hollow pile to form a concrete column.

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