A risk monitoring and measuring device for automated construction formwork construction

Abstract

The application provides a risk monitoring and measuring device for automatic construction of a building formwork, relates to the technical field of truss horizontal monitoring, and comprises a monitoring installation part, a measuring part is installed on the monitoring installation part, a node stress monitoring part is installed on the bottom of the monitoring installation part on both sides, the measuring part is used for measuring the offset position of the whole row of trusses, two synchronous displacement parts are installed on the monitoring installation part, and a floor control part is installed on the measuring part. Four laser range finders are used to facilitate workers to perform error monitoring and measuring work on the installed trusses, workers can learn about the truss error as soon as the error exceeds the standard, and the device is more suitable for monitoring work of a plant steel structure with many trusses and small spacing. The device solves the problems that the current risk monitoring and measuring device for the construction of the formwork is inconvenient for laser monitoring and measuring of the whole row of trusses and is inconvenient for automatic compensation monitoring after the floor is installed.

Description

Technical Field

[0001] This invention relates to the field of truss horizontal monitoring technology, and in particular to an automated risk monitoring and measurement device for building formwork construction. Background Technology

[0002] In actual steel structure factory construction, especially for multi-story steel structure factories, the main structure is composed of steel structure columns and trusses. With the advancement of automation technology, the construction of steel structure factories widely uses liftable automated building formwork, which can easily and accurately adapt to the factory construction height and assist in the construction of trusses. However, the obstruction of the formwork not only increases the difficulty of measuring the truss height, but also the existing risk monitoring and measurement devices for formwork construction mainly rely on total station measurements. This method is affected by the obstruction of the formwork and the number of trusses, making it inconvenient to perform laser monitoring and measurement of the entire row of trusses. Manual inspection of each truss is time-consuming and labor-intensive. At the same time, when the trusses are completed and the cast-in-place floor slabs are laid, the trusses will undergo certain deformation under the downward pressure of the floor slabs. It is not convenient to automatically compensate for the monitoring range after the floor slabs are installed. If the monitoring is based entirely on the deformation warning range during the early stage of truss construction, false alarms are very likely to occur. Summary of the Invention

[0003] This disclosure relates to an automated risk monitoring and measurement device for building formwork construction, which solves the problem that current risk monitoring and measurement devices for formwork construction are not convenient for laser monitoring and measurement of the entire row of trusses, and are not convenient for automatically compensating for the monitoring range after the floor slab is installed.

[0004] In a first aspect, this disclosure provides a risk monitoring and measurement device for automated building formwork construction, specifically including a monitoring mounting component, on which a measuring unit is mounted; two node stress monitoring components are respectively mounted on both sides of the bottom of the monitoring mounting component; the two node stress monitoring components are used to monitor the stress of the columns and truss nodes; the measuring unit is used to measure the offset position of the entire row of trusses; two synchronous displacement components are mounted on the monitoring mounting component; a floor slab control component is mounted on the measuring unit; the floor slab control component is used to be pressed down by the floor slab; the monitoring mounting component includes: a clamping channel steel and laser through slots, with two laser through slots respectively opened on the upper and lower sides of the clamping channel steel; the clamping channel steel is used to clamp onto the truss.

[0005] In at least some embodiments, the monitoring installation component further includes: fixed stop blocks, sliding mounting strips, and positioning bolts. Two fixed stop blocks are fixedly installed on the clamping channel steel by bolts. Sliding mounting strips are fixedly installed on the two fixed stop blocks respectively, and the two sliding mounting strips are fixedly installed on the clamping channel steel by bolts. Two positioning bolts are threaded to the upper and lower sides of the clamping channel steel respectively. The ends of the four positioning bolts are used to press and fit the truss.

[0006] In at least some embodiments, the node stress monitoring component includes: a mounting block, a sliding plate, and a pressure sensor. The mounting block is fixedly mounted on the bottom of the clamping channel steel by bolts. A sliding plate is slidably mounted on the mounting block. The top of the sliding plate is slidably attached to the bottom of the clamping channel steel. A pressure sensor is fixedly mounted on the sliding plate, and the end of the pressure sensor is attached to the mounting block. The pressure sensor is externally connected to a display.

[0007] In at least some embodiments, the node stress monitoring component further includes: a connecting wire, a sliding shaft, a spring, a column channel steel, and clamping bolts. One end of the connecting wire is fixedly connected to a sliding insert plate; the other end of the connecting wire is fixedly installed with a sliding shaft, and a spring is sleeved on the sliding shaft; a column channel steel is slidably sleeved on the sliding shaft; one end of the spring is fixedly connected to the sliding shaft, and the other end of the spring is fixedly connected to the column channel steel; two clamping bolts are threaded onto the column channel steel.

[0008] In at least some embodiments, the measuring unit includes: measuring racks and compensation blocks. There are four measuring racks in total, with each pair of measuring racks arranged in opposite directions. The four measuring racks are slidably mounted on four sliding mounting strips. Each of the four measuring racks has a row of meshing teeth on its inner side. Each of the four measuring racks is fixedly mounted with a compensation block by bolts.

[0009] In at least some embodiments, the measuring unit further includes: a laser rangefinder, with a laser rangefinder fixedly mounted on each of the four measuring racks, and the four laser rangefinders aligned with the four laser through slots; the laser rangefinder is connected to an external display.

[0010] In at least some embodiments, the synchronous displacement element includes: a gear shaft and a synchronous gear, the gear shaft being threadedly connected to a clamping channel steel; the synchronous gear is rotatably mounted on the gear shaft, and the synchronous gear meshes with meshing teeth on two measuring racks on the same side.

[0011] In at least some embodiments, the synchronous displacement element further includes: a torsion spring, which is sleeved on the gear shaft; one end of the torsion spring is fixedly connected to the gear shaft, and the other end of the torsion spring is fixedly connected to the synchronous gear.

[0012] In at least some embodiments, the floor control component includes: a pressure frame and a pressure shaft, wherein the two ends of the pressure frame are respectively fixedly mounted on the measuring rack on the same side by bolts; the pressure frame is slidably attached to the outside of the clamping channel steel; the pressure shaft is slidably inserted into the pressure frame; and a rubber pad is provided on the top of the pressure shaft.

[0013] In at least some embodiments, the floor control component further includes: an adapter spring, wherein the adapter spring is sleeved on the lower pressure shaft; one end of the adapter spring is fixedly connected to the lower pressure shaft, and the other end of the adapter spring is fixedly connected to the lower pressure frame; the tension of the adapter spring is greater than the sum of the torsional forces of the two torsion springs.

[0014] This invention provides an automated risk monitoring and measurement device for building formwork construction, which has the following beneficial effects:

[0015] This invention employs a node stress monitoring component to detect stress changes at the connection nodes between the steel truss and columns, where clamping channel steel is installed. This prevents stress deformation at the truss-column connection nodes from going undetected, which could lead to deviations in the monitoring benchmark of the measurement unit. This structure is simple and quick to install, improving the accuracy of measurement and monitoring results. The use of four laser rangefinders facilitates error monitoring and measurement of the installed trusses. If the truss error exceeds the standard, it is easily detected by the staff. This invention is particularly suitable for monitoring steel structures in factory buildings with a large number of trusses and small spacing, eliminating the need for cumbersome adjustments to the total station position and the establishment of multiple observation points.

[0016] Furthermore, the use of floor slab control components can automatically detect when the floor slab above the truss is installed in place. It can control the four measuring units to quickly adjust the spacing, increase the distance between the laser rangefinder and the side of the truss, thereby compensating for the monitoring range and reducing the sensitivity of the monitoring prompts. It can automatically adjust according to the progress of the construction stage, eliminating the need for workers to manually adjust after climbing to a height. It also avoids false alarms caused by failure to adjust the distance between the laser rangefinder and the side of the truss in time. This structure can better adapt to the actual truss construction needs. Attached Figure Description

[0017] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0018] The accompanying drawings described below are only related to some embodiments of the invention and are not intended to limit the invention.

[0019] In the attached diagram:

[0020] Figure 1 A schematic diagram of the overall structure of a risk monitoring and measurement device for automated building formwork construction according to this application is shown;

[0021] Figure 2 This illustration shows a schematic diagram of an automated risk monitoring and measurement device for building formwork construction installed behind a steel structure factory truss.

[0022] Figure 3 A schematic diagram showing the mounting position of the measuring rack of this application is provided;

[0023] Figure 4 A schematic diagram of the overall structure of the monitoring installation component of this application is shown;

[0024] Figure 5 A schematic diagram of the overall structure of the nodal stress monitoring component of this application is shown;

[0025] Figure 6 This application shows Figure 3 Enlarged view of the structure of region C in the middle;

[0026] Figure 7 This application shows Figure 4 Enlarged view of the structure of region D in the middle;

[0027] Figure 8 A schematic diagram of the overall structure of the floor slab control component of this application is shown;

[0028] Figure 9 A schematic diagram of the laser channel opening position of this application is shown.

[0029] List of reference numerals

[0030] 1. Monitoring and installation components; 101. Clamping channel steel; 1011. Laser through-slot; 102. Fixed stop block; 1021. Sliding installation strip; 103. Positioning bolt; 2. Node stress monitoring components; 201. Insert plate installation block; 202. Sliding insert plate; 203. Pressure sensor; 204. Connecting steel wire; 205. Sliding shaft; 206. Spring; 207. Column channel steel; 208. Clamping bolt; 3. Measuring unit; 301. Measuring rack; 302. Compensation stop block; 303. Laser rangefinder; 4. Synchronous displacement components; 401. Gear shaft; 402. Synchronous gear; 403. Torsion spring; 5. Floor slab control components; 501. Lower pressure frame; 502. Lower pressure shaft; 503. Adaptive tension spring. Detailed Implementation

[0031] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the described embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0032] Example 1: Please refer to Figures 1 to 9 :

[0033] This invention proposes an automated risk monitoring and measurement device for building formwork construction, comprising a monitoring mounting component 1, on which a measuring unit 3 is mounted; two node stress monitoring components 2 are respectively mounted on the bottom sides of the monitoring mounting component 1; the two node stress monitoring components 2 are used to monitor the stress of the column and truss nodes; the measuring unit 3 is used to measure the offset position of the entire row of trusses; two synchronous displacement components 4 are mounted on the monitoring mounting component 1; a floor slab control component 5 is mounted on the measuring unit 3; the floor slab control component 5 is used to be pressed down by the floor slab; the monitoring mounting component 1 includes: a clamping channel steel 101 and a laser through-slot 1011, with two laser through-slots 1011 respectively opened on the upper and lower sides of the clamping channel steel 101; the clamping channel steel 101 is used to clamp onto the truss.

[0034] In this embodiment, the monitoring mounting component 1 further includes: fixed stop blocks 102, sliding mounting strips 1021, and positioning bolts 103. Two fixed stop blocks 102 are fixedly mounted on the clamping channel steel 101 by bolts; sliding mounting strips 1021 are fixedly mounted on the two fixed stop blocks 102 respectively, and the two sliding mounting strips 1021 are fixedly mounted on the clamping channel steel 101 by bolts; two positioning bolts 103 are threaded to the upper and lower sides of the clamping channel steel 101 respectively; the ends of the four positioning bolts 103 are... The component is used for extrusion bonding of trusses; the node stress monitoring component 2 includes: a plate mounting block 201, a sliding plate 202, and a pressure sensor 203. The plate mounting block 201 is fixedly mounted on the bottom of the clamping channel steel 101 by bolts; the sliding plate 202 is slidably mounted on the plate mounting block 201; the top of the sliding plate 202 is slidably bonded to the bottom of the clamping channel steel 101; the pressure sensor 203 is fixedly mounted on the sliding plate 202, and the end of the pressure sensor 203 is attached to the plate mounting block 201; the pressure sensor 203... An external display is provided; the node stress monitoring component 2 also includes: a connecting steel wire 204, a sliding shaft 205, a spring 206, a column channel steel 207, and a clamping bolt 208. One end of the connecting steel wire 204 is fixedly connected to the sliding insert plate 202; the other end of the connecting steel wire 204 is fixedly mounted on the sliding shaft 205, and the spring 206 is sleeved on the sliding shaft 205; the column channel steel 207 is slidably sleeved on the sliding shaft 205; one end of the spring 206 is fixedly connected to the sliding shaft 205, and the other end of the spring 206 is fixedly connected to the column channel steel 207. The upper column channel steel 207 has two clamping bolts 208 threaded connections; the node stress monitoring component 2 can be used to detect the node stress changes between the steel structure truss and the column where the clamping channel steel 101 is installed. This can avoid the difficulty in timely detection of stress deformation at the node between the steel structure truss and the column, which would affect the accuracy of the measurement and monitoring benchmark of the measurement unit 3. This structure is simple and quick to install, improves the accuracy of measurement and monitoring results, and facilitates timely maintenance of the nodes by stress detection.

[0035] In this embodiment, the measuring unit 3 includes: measuring racks 301 and compensation blocks 302. Four measuring racks 301 are provided, arranged in pairs, with each pair of racks 301 arranged in opposite directions. The four measuring racks 301 are slidably mounted on four sliding mounting strips 1021. A row of meshing teeth is provided on the inner side of each of the four measuring racks 301. Compensation blocks 302 are fixedly mounted on each of the four measuring racks 301 by bolts. The measuring unit 3 also includes: a laser rangefinder 303, which is connected to an external display. The laser rangefinder 303 is fixedly mounted on each of the four measuring racks 301, and the four laser rangefinders 303 are aligned with four laser through slots 1011. Four laser... The optical rangefinder 303 facilitates error monitoring and measurement of installed trusses by staff. It allows for immediate notification of any truss errors exceeding acceptable limits, making it particularly suitable for monitoring steel structures in factories with numerous trusses and small spacing. It eliminates the need for cumbersome adjustments to the total station position and the establishment of multiple observation points; only the first truss needs to be observed. Furthermore, using the laser rangefinder 303 for distance measurement allows staff to quickly pinpoint the location of trusses with height deviations, eliminating the need for individual checks and offering greater flexibility and efficiency. The adjustable measuring rack 301 allows for easy adjustment of the distance between the laser of the laser rangefinder 303 and the side of the truss, thus defining the laser monitoring range, making it suitable for different construction stages.

[0036] In Example 2, based on Example 1, the synchronous displacement component 4 includes: a gear shaft 401 and a synchronous gear 402. The gear shaft 401 is threadedly connected to the clamping channel steel 101; the synchronous gear 402 is rotatably mounted on the gear shaft 401, and the synchronous gear 402 meshes with the meshing teeth on two measuring racks 301 on the same side; the synchronous displacement component 4 also includes: a torsion spring 403, which is sleeved on the gear shaft 401; one end of the torsion spring 403 is fixedly connected to the gear shaft 401, and the other end of the torsion spring 403 is fixedly connected to the synchronous gear 402; the floor control component 5 includes: a lower pressure frame 501 and a lower pressure shaft 502, with both ends of the lower pressure frame 501 respectively fixedly mounted on the same side by bolts. The measuring rack 301 is located on the side; the lower pressure frame 501 slides against the outside of the clamping channel steel 101; a lower pressure shaft 502 is slidably inserted into the lower pressure frame 501; a rubber pad is provided on the top of the lower pressure shaft 502; the floor control component 5 also includes: an adapter spring 503, which is sleeved on the lower pressure shaft 502; one end of the adapter spring 503 is fixedly connected to the lower pressure shaft 502, and the other end of the adapter spring 503 is fixedly connected to the lower pressure frame 501; the tension of the adapter spring 503 is greater than the sum of the torsional forces of the two torsion springs 403; the floor control component 5 can automatically detect that the floor above the truss is installed in place, and can control the four measuring parts 3 to quickly adjust the spacing, increasing the laser rangefinder 303's laser range. The distance between the laser and the side of the truss, which is the compensation monitoring range, reduces the sensitivity of monitoring alerts. This allows for automatic adjustment based on the progress of construction, eliminating the need for tedious manual adjustments by staff climbing to higher positions. It also avoids false alarms caused by failure to adjust the distance between the laser rangefinder 303 and the truss side in a timely manner. This structure better adapts to actual truss construction needs. While the horizontal height consistency requirement is relatively small during the initial truss erection, as the floor slabs are subsequently installed, the truss in the middle bears a greater load than the trusses on either side, allowing for a wider acceptable error range, as long as it doesn't exceed the limits, ensuring the smooth pouring of concrete. The concrete thickness must meet the standard, which can more closely reflect the actual construction process requirements. Traditional monitoring requires manual comparison of the deformation error of the truss before and after the floor slab is installed. By using the synchronous meshing transmission function of the synchronous gear 402, the laser rangefinders 303 on the upper and lower sides can be synchronously adjusted. When the floor slab is laid, it will generate downward pressure on the lower pressure shaft 502, causing the adapter spring 503 to be stretched. Then, the elastic tension of the adapter spring 503 pulls down the lower pressure frame 501, which drives the two measuring racks 301 on the same side to move down. At this time, the two measuring racks 301 moving down will mesh and drive the synchronous gear 402 to rotate. Then, the synchronous gear 402 can mesh and drive the measuring racks 301 on both sides to move up synchronously.

[0037] The working principle of this embodiment is as follows: First, during the truss installation in the factory building, the first truss is installed on the columns on both sides. At this time, the positional accuracy of the truss can be calibrated using a total station on the ground. The first truss is not obstructed by the formwork when measured by the total station. After the first truss is installed, the clamping channel steel 101 is inserted into the first truss, then leveled, and the four positioning bolts 103 are tightened to position the truss. Then, the two column channel steels 207 are inserted into the steel structure columns, and the two clamping bolts 208 are tightened to press and fit against the steel structure columns for positioning. At this time, the spring 206 is in a compressed state, and the connecting wire 204 is taut, pulling the sliding insert plate 202 so that the end of the pressure sensor 203 fits against the insert plate mounting block 201, detecting pressure in real time. Once there is stress deformation at the column and truss node, and the 90-degree angle is no longer maintained, the compression length of the spring 206 changes, and its elastic force also changes accordingly. This is detected by the display connected to the pressure sensor 203. The monitor can display real-time stress changes; then the remaining trusses can be installed. At this time, monitoring and measurement are carried out through four laser rangefinders 303. In the initial state, the laser emitted by the laser rangefinder 303 maintains a certain distance from the side of the truss. This distance is within the allowable height error range during truss installation. As a row of trusses is installed, if the height of the middle part of the truss is too high or too low, its side will block the laser emitted by the laser rangefinder 303. At this time, the laser rangefinder 303 can display the reading. When the laser rangefinder 303 detects that there is a truss obstruction, it is displayed on the external monitor. At this time, the staff can read the value to determine the position of the truss with excessive height error and make timely adjustments. Similarly, after all the trusses are installed, the laser rangefinder 303 can be kept on in real time. When the horizontal height error of the entire row of trusses is within the allowable range, the trusses will not block the laser of the laser rangefinder 303, and the external monitor of the laser rangefinder 303 will be in a state of no reading.

[0038] After the initial truss construction is completed, as the floor slab is laid, the floor slab will press down on the pressure shaft 502, stretching the adapter spring 503. The adapter spring 503 elastically pulls down the pressure bracket 501, causing the two measuring racks 301 on the same side to move downwards. At this time, the two downward-moving measuring racks 301 will mesh and drive the synchronous gear 402 to rotate. The synchronous gear 402 can then mesh and drive the other two measuring racks 301 to move upwards synchronously. At this time, the two upper laser rangefinders 303 and the two lower laser rangefinders 303 will expand outwards, increasing the distance between the laser beam of the laser rangefinder 303 and the side of the truss. When rack 301 moves, it will cause compensation block 302 to engage with synchronous gear 402, achieving a limit function and ensuring the accurate outward expansion stroke of measuring rack 301. If the downward or upward movement of the truss exceeds the standard, the laser emitted by the adjusted laser rangefinder 303 will be blocked again, and the external display of the laser rangefinder 303 will show the value. At this time, the truss with excessive deformation can be further adjusted manually. After the factory construction is completed and the clamping channel steel 101 is disassembled, the synchronous gear 402 can be driven to rotate under the elastic torque of torsion spring 403, meshing and driving the measuring rack 301 to reset.

[0039] The following points should be noted in this article:

[0040] 1. The accompanying drawings of the embodiments disclosed herein only relate to the structures involved in the embodiments disclosed herein; other structures can be referred to in general design.

[0041] 2. Where there is no conflict, the embodiments of this disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0042] The above are merely specific embodiments of this disclosure, but the scope of protection of this disclosure is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the scope of the technology disclosed in this disclosure should be included within the scope of protection of this disclosure. Therefore, the scope of protection of this disclosure should be determined by the scope of the claims.

Claims

1. A risk monitoring and measurement device for automated building formwork construction, comprising a monitoring mounting component (1), wherein a measuring unit (3) is mounted on the monitoring mounting component (1); characterized in that: The monitoring installation component (1) has node stress monitoring components (2) installed on both sides of its bottom; the measuring unit (3) is used to measure the offset position of the entire row of trusses; Two synchronous displacement components (4) are installed on the monitoring installation component (1); The measuring unit (3) is equipped with a floor control component (5); the floor control component (5) is used to be pressed down by the floor slab; The monitoring installation component (1) includes: a clamping channel steel (101) and a laser through slot (1011), wherein two laser through slots (1011) are respectively opened on the upper and lower sides of the clamping channel steel (101). The node stress monitoring component (2) includes: a plate mounting block (201), a sliding plate (202), and a pressure sensor (203). The plate mounting block (201) is fixedly mounted on the bottom of the clamping channel steel (101) by bolts. The sliding plate (202) is slidably mounted on the plate mounting block (201). The top of the sliding plate (202) is slidably attached to the bottom of the clamping channel steel (101). The pressure sensor (203) is fixedly mounted on the sliding plate (202), and the end of the pressure sensor (203) is attached to the plate mounting block (201).

2. The risk monitoring and measurement device for automated building formwork construction according to claim 1, characterized in that, The monitoring installation component (1) further includes: a fixed stop block (102), a sliding installation strip (1021), and a positioning bolt (103). Two fixed stop blocks (102) are fixedly installed on the clamping channel steel (101) by bolts. Sliding installation strips (1021) are fixedly installed on the two fixed stop blocks (102) respectively, and the two sliding installation strips (1021) are fixedly installed on the clamping channel steel (101) by bolts respectively. Two positioning bolts (103) are threadedly connected to the upper and lower sides of the clamping channel steel (101).

3. The risk monitoring and measurement device for automated building formwork construction according to claim 1, characterized in that, The node stress monitoring component (2) further includes: a connecting wire (204), a sliding shaft (205), a spring (206), a column channel steel (207), and clamping bolts (208). The end of the connecting wire (204) is fixedly connected to the sliding insert plate (202); the other end of the connecting wire (204) is fixedly installed with the sliding shaft (205), and the spring (206) is sleeved on the sliding shaft (205); the column channel steel (207) is slidably sleeved on the sliding shaft (205); one end of the spring (206) is fixedly connected to the sliding shaft (205), and the other end of the spring (206) is fixedly connected to the column channel steel (207); two clamping bolts (208) are threadedly connected to the column channel steel (207).

4. The risk monitoring and measurement device for automated building formwork construction according to claim 2, characterized in that, The measuring unit (3) includes: measuring racks (301) and compensation blocks (302). There are four measuring racks (301) in total. The four measuring racks (301) are arranged in pairs, and each pair of measuring racks (301) is arranged in opposite directions. The four measuring racks (301) are slidably mounted on four sliding mounting strips (1021). The inner side of each of the four measuring racks (301) is provided with a row of meshing teeth. The compensation blocks (302) are fixedly mounted on each of the four measuring racks (301) by bolts.

5. The risk monitoring and measurement device for automated building formwork construction according to claim 4, characterized in that, The measuring unit (3) further includes a laser rangefinder (303), and the laser rangefinder (303) is fixedly installed on each of the four measuring racks (301).

6. The risk monitoring and measurement device for automated building formwork construction according to claim 4, characterized in that, The synchronous displacement component (4) includes: a gear shaft (401) and a synchronous gear (402). The gear shaft (401) is threadedly connected to the clamping channel steel (101). The synchronous gear (402) is rotatably mounted on the gear shaft (401), and the synchronous gear (402) meshes with the meshing teeth on two measuring racks (301) on the same side.

7. The risk monitoring and measurement device for automated building formwork construction according to claim 6, characterized in that, The synchronous displacement component (4) further includes a torsion spring (403), which is sleeved on the gear shaft (401); one end of the torsion spring (403) is fixedly connected to the gear shaft (401), and the other end of the torsion spring (403) is fixedly connected to the synchronous gear (402).

8. The risk monitoring and measurement device for automated building formwork construction according to claim 7, characterized in that, The floor control component (5) includes: a pressure bracket (501) and a pressure shaft (502). The two ends of the pressure bracket (501) are respectively fixed on the measuring rack (301) on the same side by bolts. The pressure bracket (501) slides against the outside of the clamping channel steel (101). The pressure shaft (502) is slidably inserted into the pressure bracket (501).

9. The risk monitoring and measurement device for automated building formwork construction according to claim 8, characterized in that, The floor control component (5) further includes: an adapter spring (503), which is sleeved on the lower pressure shaft (502); one end of the adapter spring (503) is fixedly connected to the lower pressure shaft (502), and the other end of the adapter spring (503) is fixedly connected to the lower pressure bracket (501).

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