Steel structure column mounting, measuring and correcting structure
By using magnetically adsorbed mounting columns on steel structure columns and laser level on the movable platform, combined with Pythagorean theorem, the problem of difficult to accurately measure the verticality of steel structure columns is solved, and high-precision installation correction is achieved.
Patent Information
- Application Number
- CN202421625165.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-10
- Publication Date
- 2025-07-18
- Estimated Expiration
- 2034-07-10
AI Technical Summary
In the prior art, during the installation process of steel structure columns, due to the presence of anchor points or anchors, the laser light of the laser level is easily blocked, making it difficult to accurately judge its verticality, affecting the accuracy of the beam installation.
The mounting column made of ferromagnetic material is fixed on the steel structure column by magnetic adsorption, and a laser level and a bubble level are set on the movable movable platform. The Pythagorean theorem is used to measure the distance twice to determine the perpendicularity of the steel structure column.
It is realized that when there are anchor points or anchors on steel structure columns, their perpendicularity can be accurately measured, which improves the accuracy of measurement, and can promptly correct the inclination problem to avoid errors during beam installation.
Smart Images

Figure CN223119565U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel structure installation, in particular to a steel structure column installation measurement and correction structure. Background Technique
[0002] Steel structure columns are one of the commonly used components in the construction process; commonly, when building factories or large-span buildings, it is necessary to first fix them vertically and then hoist and install the cross beams; therefore, whether the longitudinal steel structure columns are vertical will directly affect the accuracy of the cross beam installation; commonly, a laser level is generally used to detect whether the support columns are vertically installed; however, for the longitudinally arranged steel structure support columns, there are often anchor points or other anchor fittings for connecting the cross beams, resulting in the laser emitted by the level being blocked by the anchor points or anchor fittings, making it difficult to judge whether they are vertically installed. Content of the Utility Model
[0003] The purpose of the utility model is to solve the problems in the background technique, and propose a steel structure column installation measurement and correction structure, which sets a laser level on a movable activity platform and uses the Pythagorean theorem to measure the distance twice to judge whether the steel structure column is vertically installed.
[0004] The technical solution of the utility model, a steel structure column installation measurement and correction structure, includes an installation column, a support platform and an activity platform;
[0005] The installation column is a magnetic metal plate made of ferromagnetic material, and a groove for cooperating with the support platform is reserved at the bottom;
[0006] The middle of the support platform is hollow, one end is provided with a plug-in member inserted into the groove of the installation column, and the other end is closed; two symmetrical guide rails are arranged along the inner side wall of the hollow part of the support platform, and a number of positioning notches are arranged on the guide rails;
[0007] The activity platform slides along the guide rail and is limited by cooperating with the positioning notch; an installation base for connecting with a laser level is arranged on the activity platform, and a laser ranging module is integrated on the laser level.
[0008] Preferably, a through hole is left in the middle of the plug-in member, a guide post is arranged in the groove, and the guide post passes through the through hole of the plug-in member; the inner diameter of the through hole is 1.5-2 times the diameter of the guide post.
[0009] Preferably, a bubble level is arranged at the closed end of the support platform.
[0010] Preferably, the bubble level is circular.
[0011] Preferably, the activity platform includes a support part and a sliding part; the support part is arranged on the top of the sliding part; the support part is higher than the support platform and does not contact the upper surface of the support platform.
[0012] Preferably, both sides of the sliding part are grooved for sliding cooperation with the guide rail; a positioning shaft and a clamping member are arranged on the sliding part; an elastic member is arranged on the positioning shaft;
[0013] During the sliding process of the sliding part along the guide rail, the clamping member is located below the guide rail, close to the lower surface of the guide rail and keeps sliding; when encountering the positioning notch, the clamping member moves upward under the action of the elastic member and enters the positioning notch to make the sliding part clamped and positioned with the positioning notch on the guide rail.
[0014] Preferably, a button is arranged on the support part; the button abuts against the positioning shaft.
[0015] Compared with the prior art, the utility model has the following beneficial technical effects:
[0016] The utility model can measure the perpendicularity of the installed steel structure column by directly adsorbing and measuring or placing it on the ground for horizontal measurement. Even if there are anchor points or anchor parts on the steel structure column, it does not affect the measurement structure, improving the measurement accuracy. If the steel structure column has an inclination problem, it is also convenient to correct it in time to avoid large errors when installing the cross beam and being unable to install. Description of the Drawings
[0017] Figure 1 is the overall structural schematic diagram of the utility model;
[0018] Figure 2 is the connection structural schematic diagram of the support platform and the installation column in the embodiment of the utility model;
[0019] Figure 3 is the top view of the utility model;
[0020] Figure 4 is the connection structural schematic diagram of the guide post and the plug-in member in the embodiment of the utility model;
[0021] Figure 5 is the structural schematic diagram of the clamping member in the utility model.
[0022] Reference numerals: 1, installation column; 11, groove part; 12, guide post; 2, support platform; 21, guide rail; 22, positioning notch; 23, plug-in member; 3, movable platform; 31, support part; 32, button; 33, installation base; 34, sliding part; 35, clamping member; 36, positioning shaft; 4, bubble level. Detailed Description of the Invention
[0023] Embodiment 1
[0024] As Figure 1-2 shown, a steel structure column installation measurement and correction structure proposed by the utility model includes an installation column 1, a support platform 2 and a movable platform 3;
[0025] The mounting post 1 is a magnetic metal plate made of ferromagnetic material, and a groove portion 11 for mating installation with the support platform 2 is reserved at its bottom; the mounting post 1 can be directly fixed on the steel structure column by magnetic adsorption, so as to facilitate judging whether it is installed vertically.
[0026] As Figure 3 shown, the middle of the support platform 2 is hollow, one end thereof is provided with a plug member 23 inserted into the groove portion 11 of the mounting post 1, and the other end is closed; two symmetrical guide rails 21 are arranged along the inner side wall of the hollow portion of the support platform 2, and a plurality of positioning notches 22 are arranged on the guide rails 21; the movable platform 3 slides along the guide rails 21 and is limited in cooperation with the positioning notches 22; an installation base 33 for connecting with a laser level is arranged on the movable platform 3, and a laser ranging module is integrated on the laser level. A bubble level 4 is arranged on the closed end of the support platform, and the bubble level 4 is circular.
[0027] In this embodiment, a through hole is reserved in the middle of the plug member 23, a guide post 12 is arranged in the groove portion 11, and the guide post 12 passes through the through hole of the plug member 23; the inner diameter of the through hole is 1.5 - 2 times the diameter of the guide post 12. As Figure 4 shown, when the mounting post 1 is directly fixed on the steel structure column by magnetic adsorption, the guide post 12 maintains magnetic attraction with the A side wall of the plug member 23; when the steel structure column is vertical, at this time, the support platform 2 is in balance between gravity and magnetic adsorption force; and when the steel structure column itself is inclined, then the gravity received by the support platform 2 is greater than the magnetic adsorption force, then the support platform 2 will deflect and the magnetic adsorption surface will separate; at this time, the circular bubble level 4 can be used for auxiliary judgment.
[0028] Embodiment 2
[0029] A steel structure column installation measurement and correction structure proposed by the present utility model, different from Embodiment 1, the movable platform 3 includes a support portion 31 and a sliding portion 34; the support portion 31 is arranged on the top of the sliding portion 34; the support portion 31 is higher than the support platform 2 and does not contact the upper surface of the support platform 2. Both sides of the sliding portion 34 are grooved for sliding in cooperation with the guide rails 21; a positioning shaft 36 and a clamping member 35 are arranged on the sliding portion 34; an elastic member is arranged on the positioning shaft 36;
[0030] During the process of the sliding portion 34 sliding along the guide rails 21, the clamping member 35 is located below the guide rails 21, clings to the lower surface of the guide rails 21 and keeps sliding; when encountering the positioning notch 22, under the action of the elastic member, the clamping member 35 moves upward and enters the positioning notch 22 to make the sliding portion 34 clamped and positioned with the positioning notch 22 on the guide rails 21. A button 32 is arranged on the support portion 31; the button 32 abuts against the positioning shaft 36; when the button 32 is pressed downward, the positioning shaft 36 moves downward and squeezes the elastic member to keep it contracted, and at the same time the clamping member 35 moves downward and moves out from the positioning notch 22.
[0031] When installing anchor points or anchor parts on the surface of a steel structure column and it is impossible to directly measure the verticality by the magnetic adsorption method of the installation column 1; then fix the laser level through the installation base 33; at this time, pull out the support platform 2 outward so that the guide column 12 and the B side wall of the plug-in part 23 maintain magnetic attraction; move the movable platform 3 to stop at the first positioning notch 22. At this time, the laser level projects a ray upward and measures the distance L1. After determining the laser positioning point; move the movable platform 3 to the second positioning notch 22, adjust the ray of the laser level to the positioning point of the first time, and measure the distance L2; at this time, the moving distance in the horizontal direction is a fixed value d. According to the Pythagorean theorem; L1 2 +d 2 = L2 2 , if there is a deviation between the measured value and the calculated value of L2, it is determined that there is a problem with the installation inclination of the steel structure column according to the size of the deviation. At this time, just correct the installation again.
[0032] The embodiments of the present invention have been described in detail above in conjunction with the accompanying drawings. However, the present invention is not limited to this. Various changes can be made without departing from the spirit of the present invention within the scope of knowledge possessed by those skilled in the art to which the present invention pertains.
Claims
1. A steel structure column installation measurement and correction structure, characterized in that It includes a mounting post (1), a support platform (2) and a movable platform (3); The mounting post (1) is a magnetic metal plate made of ferromagnetic material, and a groove portion (11) for mating installation with the support platform (2) is reserved at its bottom; The middle of the support platform (2) is hollow. One end of it is provided with a plug member (23) inserted into the groove portion (11) of the mounting post (1), and the other end is closed. Two symmetrical guide rails (21) are arranged along the inner side wall of the hollow portion of the support platform (2), and a number of positioning notches (22) are arranged on the guide rails (21); The movable platform (3) slides along the guide rail (21) and is limited in cooperation with the positioning notch (22); An installation base (33) for connecting with a laser level is arranged on the movable platform (3), and a laser ranging module is integrated on the laser level.
2. The installation measurement and correction structure of a steel structure column according to claim 1, characterized in that, A through hole is reserved in the middle of the plug member (23), and a guide post (12) is arranged in the groove portion (11), and the guide post (12) passes through the through hole of the plug member (23); The inner diameter of the through hole is 1.5 - 2 times the diameter of the guide post (12).
3. A steel structure column installation measurement and correction structure according to claim 2, characterized in that, A bubble level (4) is arranged on the closed end of the support platform.
4. A steel structure column installation measurement and correction structure according to claim 3, characterized in that, The bubble level (4) is circular.
5. A steel structure column installation measurement and correction structure according to claim 1, characterized in that, The movable platform (3) includes a support portion (31) and a sliding portion (34); The support portion (31) is arranged on the top of the sliding portion (34); The support portion (31) is higher than the support platform (2) and does not contact the upper surface of the support platform (2).
6. A steel structure column installation measurement and correction structure according to claim 5, characterized in that, Both sides of the sliding portion (34) are grooved for sliding in cooperation with the guide rail (21); A positioning shaft (36) and a clamping member (35) are arranged on the sliding portion (34); An elastic member is arranged on the positioning shaft (36); During the sliding process of the sliding portion (34) along the guide rail (21), the clamping member (35) is located below the guide rail (21), adheres to the lower surface of the guide rail (21) and keeps sliding; When encountering the positioning notch (22), the clamping member (35) moves upward under the action of the elastic member and enters the positioning notch (22) to make the sliding portion (34) clamped and positioned with the positioning notch (22) on the guide rail (21).
7. A steel structure column installation measurement and correction structure according to claim 6, characterized in that, A button (32) is arranged on the support portion (31); The button (32) abuts against the positioning shaft (36).