Correcting device for steel lattice stand column pile

Abstract

The utility model provides a steel lattice stand column pile correcting device which comprises a base, a positioning assembly, a horizontal detection assembly and an angle detection assembly, the base is arranged on a stand column pile, and a panel is arranged on the base; the positioning assembly is arranged at one end of the panel, and the positioning assembly extends out of the stand column pile; the horizontal detection assembly is arranged at the other end of the panel and is close to the stand column pile. The angle detection assembly is arranged in the center of the panel and is suitable for correcting the direction of the stand column pile. According to the utility model, through the arrangement of the structure, the upright post pile can be mounted more quickly and accurately, so that the construction efficiency of the upright post pile is improved, and the construction progress is ensured.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and particularly relates to a steel lattice column pile correction device. Background Art

[0002] The steel structure column pile is a high-strength steel column with good stability, high bearing capacity and bending resistance. It is usually used in deep foundation pit projects. With the increasing scarcity of land resources, the demand for deep foundation pit projects is increasing, and thus the use of steel structure column piles is becoming more and more frequent. However, in the construction of column piles, it is necessary to check the verticality, coordinate position and column body direction of the column piles. The existing checking method is to control the points by setting out lines, and then use a GPS positioning tool for positioning, and at the same time judge the deviation of the column piles. As a result, repeated hoisting and torsion are required, which makes the checking method cumbersome, labor-consuming and time-consuming, and thus reduces the construction efficiency of the column piles. Content of the Utility Model

[0003] Therefore, the technical problem to be solved by the utility model is to overcome the defect that the construction efficiency of the column piles is reduced due to the cumbersome operation of the existing column pile checking method in the prior art.

[0004] For this purpose, the utility model provides a steel lattice column pile correction device, including:

[0005] A base, which is arranged on the column pile, and a panel is arranged on the base;

[0006] A positioning component, which is arranged at one end of the panel, and the positioning component extends out of the column pile;

[0007] A horizontal detection component, which is arranged at the other end of the panel and is close to the column pile;

[0008] An angle detection component, which is arranged at the center of the panel, and the angle detection component is suitable for correcting the direction of the column pile.

[0009] Optionally, the positioning component includes:

[0010] A laser radio frequency device, which is arranged on the side of the panel close to the column pile;

[0011] A laser switch, which is arranged on the side of the panel far from the column pile, and the laser switch is communicatively connected with the laser radio frequency device.

[0012] Optionally, the horizontal detection component is set as a circular spirit level, and the circular spirit level is arranged at the end of the panel far from the laser radio frequency device and on the side close to the column pile.

[0013] Optionally, a bubble is provided inside the circular spirit level. The bubble is located within the central circle. The column pile is in a horizontal state, and the position of the bubble is suitable for verifying the verticality of the column pile.

[0014] Optionally, the angle detection component is set as a compass. The compass is arranged at the center of the panel, and the compass is suitable for verifying the deflection direction of the column pile.

[0015] Optionally, the compass is provided with a pointer and a dial. The pointer rotates to point to the corresponding scale value on the dial, which is suitable for correcting the rotation direction of the column pile.

[0016] Optionally, there are four column piles, which are respectively located at the four corners of the foundation pit. A laser radio frequency device on one of the column piles emits a laser ray to adjust the alignment of the other column piles.

[0017] The technical solution of the present utility model has the following advantages:

[0018] 1. The present utility model provides a correction device for a steel lattice column pile, including a base, a positioning component, a horizontal detection component, and an angle detection component. The base is arranged on the column pile, and a panel is arranged on the base; the positioning component is arranged at one end of the panel, and the positioning component extends outside the column pile; the horizontal detection component is arranged at the other end of the panel and is close to the column pile; the angle detection component is arranged at the center of the panel, and the angle detection component is suitable for correcting the direction of the column pile.

[0019] The existing verification method is to control the point position by setting out lines, then use a GPS positioning tool for positioning, and at the same time judge the deviation of the column pile, and then repeated hoisting and torsion are required, resulting in a cumbersome operation of this verification method, and it consumes manpower and time, thereby reducing the construction efficiency of the column pile. In the embodiment of the present utility model, by setting the positioning component, the horizontal detection component, and the angle detection component, the positioning component can adjust the position between the column piles, and at the same time the horizontal detection component can adjust the verticality of the column pile to prevent the column pile from tilting, and the angle detection component can adjust the rotation angle deviation of the column pile to make multiple column piles in the same angle, thereby improving the construction efficiency of the column pile and ensuring the construction progress.

[0020] 2. The present utility model provides a steel lattice column pile alignment device. The positioning assembly includes a laser radio frequency device and a laser switch. The laser radio frequency device is arranged on one side of the panel close to the column pile; the laser switch is arranged on one side of the panel far from the column pile, and the laser switch is communicatively connected to the laser radio frequency device. In the embodiment of the present utility model, by arranging the laser radio frequency device and the laser switch, the laser radio frequency device emits a laser ray. When the laser ray hits the other column piles and the multiple column piles are not aligned, the irradiated column pile is adjusted until the laser ray no longer hits the other column piles, and the alignment operation between the column piles is completed. In this way, through the irradiation of the laser radio frequency device, the positions between the column piles can be adjusted more quickly and efficiently. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the specific embodiments of the present utility model or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the drawings in the following description are some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0022] Figure 1 It is a schematic diagram of the overall structure of the present utility model;

[0023] Figure 2 It is a schematic diagram of the connection structure of the base and the panel of the present utility model;

[0024] Figure 3 It is a schematic diagram of the structure between the column piles of the present utility model;

[0025] Explanation of the reference numerals in the embodiments:

[0026] 1. Base; 2. Panel; 3. Positioning assembly; 4. Horizontal detection assembly; 5. Angle detection assembly; 100. Column pile;

[0027] 31. Laser radio frequency device; 32. Laser switch. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0028] The following will clearly and completely describe the technical solutions of the present utility model in conjunction with the drawings. Obviously, the described embodiments are some, but not all, of the embodiments of the present utility model. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present utility model.

[0029] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be construed as a limitation to the present utility model. In addition, the terms "first", "second", "third" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance.

[0030] In the description of the present utility model, it should be noted that unless otherwise clearly specified and defined, the terms "installation", "connection", "connection" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0031] In addition, the technical features involved in different embodiments of the present utility model described below can be combined with each other as long as they do not conflict with each other.

[0032] Embodiment

[0033] As Figures 1 to 3 shown, this embodiment provides a steel lattice column pile correction device, including a base 1, a positioning component 3, a horizontal detection component 4, and an angle detection component 5. The base 1 is arranged on the column pile 100, and a panel 2 is arranged on the base 1; the positioning component 3 is arranged at one end of the panel 2, and the positioning component 3 extends out of the column pile 100; the horizontal detection component 4 is arranged at the other end of the panel 2 and is close to the column pile 100; the angle detection component 5 is arranged at the center of the panel 2, and the angle detection component 5 is adapted to correct the direction of the column pile 100.

[0034] In the embodiment of the present utility model, the positioning component 3, the horizontal detection component 4, and the angle detection component 5 are respectively installed on the panel 2, then the panel 2 is installed on the base 1, then the base 1 is connected to the column pile 100, and then the column pile 100 is hoisted to the installation position. The position, verticality, and deflection angle of the column pile 100 are adjusted through the positioning component 3, the horizontal detection component 4, and the angle detection component 5 until the preset requirements are met, and the correction operation of the column pile 100 is completed.

[0035] The existing calibration method is to control the point positions by paying out the wire, then use a GPS positioning tool for positioning, and at the same time judge the deviation of the column piles, and then repeated hoisting and twisting are required. As a result, this calibration method is cumbersome to operate, consumes manpower and time, and thus reduces the construction efficiency of the column piles. In the embodiment of the present invention, by providing the positioning assembly 3, the horizontal detection assembly 4 and the angle detection assembly 5, the positioning assembly 3 can adjust the positions between the column piles 100, and at the same time the horizontal detection assembly 4 can adjust the verticality of the column piles 100 to prevent the column piles 100 from tilting, and the angle detection assembly 5 can adjust the rotational angle deviation of the column piles 100 to make multiple column piles 100 in the same angle, thereby improving the construction efficiency of the column piles 100 and ensuring the construction progress.

[0036] In the embodiment of the present invention, the base 1 and the column pile 100 can be connected by welding or other clamping methods. The embodiment does not limit the connection form between the base 1 and the column pile 100. Those skilled in the art can change the connection form between the base 1 and the column pile 100 according to the actual situation as long as the same technical effect can be achieved.

[0037] Further, as Figure 1 shown, the positioning assembly 3 includes a laser radio frequency device 31 and a laser switch 32. The laser radio frequency device 31 is arranged on one side of the panel 2 close to the column pile 100; the laser switch 32 is arranged on the side of the panel 2 far from the column pile 100, and the laser switch 32 is communicatively connected with the laser radio frequency device 31. When the laser switch 32 is turned on, the laser radio frequency device 31 emits a laser ray. When the laser ray irradiates the other column piles 100, the multiple column piles 100 are not aligned. Adjust the irradiated column pile 100 until the laser ray does not irradiate the other column piles 100, and complete the alignment operation between the column piles 100. In the embodiment of the present invention, by emitting a laser ray through the laser radio frequency device 31, the positions between the column piles 100 can be adjusted, so that the installation of the column piles 100 is more rapid, efficient and accurate.

[0038] Further, the horizontal detection component 4 is set as a circular spirit level, which is arranged at one end of the panel 2 away from the laser radio frequency device 31 and close to one side of the column pile 100. Additionally, a bubble is arranged inside the circular spirit level. The bubble is located within the central circle. When the column pile 100 is in a horizontal state, the position of the bubble is suitable for calibrating the verticality of the column pile 100. During the installation process of the column pile 100, when the bubble is outside the central circle, the column pile 100 is not in a vertical state. Adjust the verticality of the column pile 100 until the column pile 100 remains vertical. At this time, the bubble is located within the central circle, and the verticality adjustment of the column pile 100 is completed. By setting the horizontal detection component 4, the verticality deviation during the installation process of the column pile 100 can be reduced, ensuring the precise installation of the column pile 100.

[0039] Further, the angle detection component 5 is set as a compass, which is arranged at the center of the panel 2. The compass is suitable for calibrating the deflection direction of the column pile 100. Additionally, the compass is provided with a pointer and a dial. The pointer rotates to point to the corresponding scale value on the dial, which is suitable for correcting the rotation direction of the column pile 100. After the installation of the column pile 100 is completed, by comparing the compass angle value of the installed column pile 100 with the preset angle value, when it is found that the rotation angle of the column pile 100 does not meet the preset requirements, adjust the compass to make the pointer rotate to the preset scale value, and then install the remaining column piles 100. According to the compass scale value on the installed column pile 100, adjust the remaining column piles 100 to the same deflection angle, and the deflection angle adjustment of the column pile 100 is completed. By setting the angle detection component 5, the rotation angle deviation of the column pile 100 can be reduced, thereby ensuring the installation accuracy of the column pile 100.

[0040] Further, as Figure 3 shown, four column piles 100 are provided, which are respectively located at the four corners of the foundation pit. Laser rays are emitted by the laser radio frequency device 31 on one of the column piles 100 to perform alignment adjustment on the remaining column piles 100. In the embodiment of the present invention, four column piles 100 are provided. Of course, multiple column piles 100 can also be provided. The embodiment does not limit the number of column piles 100 provided. Those skilled in the art can change the number of column piles 100 provided according to the actual situation as long as the same technical effects can be achieved.

[0041] The specific use process of the steel lattice column pile correction device provided by the present invention is as follows:

[0042] First, install the laser radiofrequency device 31 and the laser switch on the panel 2, then install the circular spirit level and the compass on the panel, then install the panel 2 on the base 1, then connect the base 1 to the column pile 100, and finally hoist the first column pile 100 to the preset position. Adjust the verticality of the column pile 100 through the circular spirit level, and then adjust the deflection direction of the column pile 100 through the compass. Then install the remaining column piles 100, and emit laser rays through the laser radiofrequency device 31 to adjust the positions between the column piles 100 until the installation requirements are met, completing the installation of the connection of the column piles 100.

[0043] Obviously, the above embodiments are only examples given for clear illustration and are not limitations on the implementation manners. For those of ordinary skill in the art, other different forms of changes or variations can be made based on the above description. It is not necessary and impossible to list all the implementation manners here. And the obvious changes or variations derived therefrom are still within the protection scope of the creative utility model.

Claims

1. A steel lattice column pile correction device, characterized in that: include: A base (1) is arranged on a column pile (100), and a panel (2) is arranged on the base (1); A positioning component (3) is arranged at one end of the panel (2), and the positioning component (3) extends out of the column pile (100); A level detection assembly (4) is arranged at the other end of the panel (2) and close to the column pile (100); An angle detection component (5) is arranged at the center of the panel (2), and the angle detection component (5) is suitable for correcting the direction of the column pile (100).

2. The steel lattice column pile correction device according to claim 1, characterized in that: The positioning component (3) comprises: A laser radio frequency device (31) is arranged on a side of the panel (2) close to the column pile (100); A laser switch (32) is arranged on a side of the panel (2) away from the column pile (100), and the laser switch (32) is communicatively connected with the laser radio frequency device (31).

3. The steel lattice column pile correction device according to claim 2, characterized in that: The level detection component (4) is configured as a circular level, and the circular level is arranged at one end of the panel (2) away from the laser radio frequency device (31) and close to one side of the column pile (100).

4. The steel lattice column pile correction device according to claim 3, characterized in that: An air bubble is arranged in the circular level, and the air bubble is located in the central circle. The column pile (100) is in a horizontal state, and the position of the air bubble is suitable for checking the verticality of the column pile (100).

5. The steel lattice column pile correction device according to claim 4, characterized in that: The angle detection component (5) is configured as a compass, the compass is disposed at the center of the panel (2), and the compass is suitable for verifying the deflection direction of the column pile (100).

6. The steel lattice column pile correction device according to claim 5, characterized in that: The compass is provided with a pointer and a scale plate, and the pointer rotates to point to a corresponding scale value of the scale plate, which is suitable for correcting the rotation direction of the column pile (100).

7. The steel lattice column pile correction device according to any one of claims 2 to 6, characterized in that: Four column piles (100) are provided, respectively located at the four corners of the foundation pit, and the laser radio frequency device (31) on one of the column piles (100) emits laser rays to align and adjust the remaining column piles (100).

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