Cast-in-place box girder full framing monitoring device

Abstract

The invention discloses a cast-in-place box girder full framing monitoring device, and relates to the technical field of bridge construction, the cast-in-place box girder full framing monitoring device comprises piers, a steel pipe stand column support is arranged between the piers, a distribution beam is arranged on the steel pipe stand column support, a full framing is arranged on the distribution beam, and a box girder template is arranged on the full framing. A box girder is poured in the box girder formwork, a fixing structure is arranged on the distribution girder, a monitoring structure corresponding to the full framing is arranged on the fixing structure, when the full framing inclines, the monitoring structure can detect the inclination degree of the full framing, and if the monitoring structure detects that the inclination degree of the full framing is too large, the monitoring structure can monitor the inclination degree of the full framing. And the monitoring structure can give an alarm to the inclined full framing so as to inform a worker to reinforce the full framing.

Description

Technical Field

[0001] The present application relates to the technical field of bridge construction, and in particular to a full-bridge support detection device for a cast-in-place box girder. Background Art

[0002] Box girder is a type of beam in bridge engineering. Box girder of reinforced concrete structure is divided into prefabricated box girder and cast-in-place box girder. Cast-in-place box girder is mostly used in large continuous bridges. A full-bridge support is set up under the cast-in-place box girder to support the cast-in-place box girder. During the construction of the box girder, the full-bridge support will cause a slight tilt. When the degree of inclination of the full-bridge support is too large, it will cause safety hazards to the construction site.

[0003] With respect to the above-mentioned related technologies, the inventors believe that excessive inclination of the full-bridge support may pose a safety hazard to the box girder construction. Summary of the invention

[0004] The purpose of this application is to provide a monitoring device for a full-bridge support of a cast-in-place box girder, so as to improve the problem that excessive inclination of the full-bridge support may cause safety hazards to the construction of the box girder.

[0005] The present application provides a cast-in-place box beam full-bridge support monitoring device that adopts the following technical solution:

[0006] A monitoring device for a cast-in-place box girder full-span support comprises bridge piers, steel pipe column supports are arranged between the bridge piers, distribution beams are arranged on the steel pipe column supports, full-span supports are arranged on the distribution beams, box girder formworks are arranged on the full-span support, box girder is cast in the box girder formworks, fixed structures are arranged at intervals on the distribution beams, and monitoring structures corresponding to the full-span supports are arranged on the fixed structures.

[0007] By adopting the above technical solution, box beams and box beam formwork are installed on the full-span support, and the full-span support is monitored by a monitoring structure on a fixed structure fixed on the distribution beam. When the full-span support tilts, the monitoring structure will detect the degree of tilt of the full-span support. If the monitoring structure detects that the degree of tilt of the full-span support is too large, the monitoring structure will alarm the tilted full-span support and notify the workers to reinforce the full-span support.

[0008] Optionally, the full-bridge bracket includes a plurality of vertical poles, which are arranged on the distribution beam and abut against the bottom of the box beam formwork, and a plurality of support rods are arranged between the vertical poles, which abut against the side walls of the piers. The fixed structure includes a fixing seat 1, which is arranged above the distribution beam, and is provided with grooves corresponding to the vertical poles, and a fixing groove 1 is provided on the fixing seat 1. The monitoring structure is arranged in the fixing groove 1 to monitor the full-bridge bracket.

[0009] By adopting the above technical scheme, a number of vertical poles and support poles are connected to each other to form a full-bridge bracket between the distribution beam and the pier to support the box beam formwork, a fixed seat is set on the distribution beam, and a monitoring structure is set in a fixed groove 1 on the fixed seat to detect the inclination of the full-bridge bracket. When the full-bridge bracket is tilted, the monitoring structure monitors and warns of the inclination of the full-bridge bracket.

[0010] Optionally, the monitoring structure includes a mounting seat, the mounting seat is arranged in a fixing groove on a fixing seat, the mounting seat is provided with a mounting groove, a detection piece is arranged in the mounting groove, a supporting diagonal rod is rotatably arranged in the mounting groove and abuts against the vertical pole, and the supporting diagonal rod abuts against the detection piece after the vertical pole is tilted.

[0011] By adopting the above technical scheme, the mounting seat 1 is set in the fixing groove 1 on the fixing seat 1, the supporting diagonal rod 1 is rotatably set in the mounting groove 1 on the mounting seat 1, and the detecting piece 1 is set in the mounting groove 1. When the full-hall bracket tilts, the vertical rod in the full-hall bracket tilts along with the full-hall bracket, and the inclination of the vertical rod causes the supporting diagonal rod 1 to rotate in the tilting direction, so that the supporting diagonal rod applies pressure to the detecting piece 1, and the detecting piece 1 measures the inclination of the vertical rod, so as to give an early warning of the inclination degree of the full-hall bracket.

[0012] Optionally, a detection component 2 is arranged on one side of a fixed seat 1 on the distribution beam at the bottom of the full-hall bracket, a clamping block 1 is arranged on the support rod above the detection component 2, a limiting groove is provided on the clamping block, and a detection plate 1 corresponding to the detection component 2 is arranged in the limiting groove.

[0013] By adopting the above technical solution, the detection piece 2 is arranged on one side of the fixed seat 1 on the distribution beam, and there is a detection plate 1 corresponding to the detection piece 2 on the support rod above the detection piece 2. The verticality of the full-hall bracket is detected by the monitoring piece 2 and the detection plate 1. After the full-hall bracket tilts, the monitoring plate 1 shifts, and the detection piece 2 responds to the shift of the detection plate 1. When the full-hall bracket tilts too much and the shift of the detection plate 1 increases, the detection piece 2 alarms the shift of the detection plate 1 and notifies the workers to reinforce the full-hall bracket to avoid the full-hall bracket from overturning and causing safety hazards.

[0014] Optionally, a fixing seat 2 is provided on the side of the pier close to the full-bridge bracket, a fixing groove 2 is opened on the fixing seat 2, a horizontal monitoring mechanism corresponding to the full-bridge bracket is provided in the fixing groove 2, and a support frame connected to the side wall of the pier is provided at the bottom of the fixing seat 2.

[0015] By adopting the above technical scheme, a second fixing seat is installed on the side wall of the pier, and a horizontal monitoring mechanism is installed on the second fixing seat to detect the horizontal degree of the full-span bracket. When the full-span bracket begins to tilt, the support rods on the full-span bracket no longer remain horizontal, and the horizontal monitoring mechanism on the second fixing seat warns of the horizontal degree of the support frame. When the tilt degree of the full-span bracket exceeds the safety threshold, the horizontal monitoring mechanism starts to alarm through the tilt degree of the support rods, and notifies the workers to reinforce the full-span bracket to prevent the full-span bracket from continuing to tilt after the tilt degree exceeds the safety threshold until the full-span bracket overturns and causes danger.

[0016] Optionally, the horizontal monitoring mechanism includes a horizontal detection member, a clamping block 2 is provided on the vertical rod of the full-hall bracket, a slot is provided on the clamping block 2, and a detection plate 2 corresponding to the horizontal detection mechanism is provided in the slot.

[0017] By adopting the above technical scheme, by installing the clamping block 2 on the vertical pole, clamping the detection plate 2 with the clamping block 2, and aligning the detection plate 2 with the horizontal detection piece, when the full-hall bracket tilts, the vertical pole is tilted together, so that the detection plate 2 clamped by the clamping block 2 is tilted together, and the position of the detection plate 2 aligned with the horizontal detection piece is changed. When the offset of the detection plate 2 detected by the horizontal detection piece exceeds the safety threshold, the horizontal detection piece starts to alarm, and the workers reinforce the full-hall bracket.

[0018] Optionally, a fixing groove three is provided on one side of the fixing seat one, a mounting seat two is provided in the fixing groove three, a mounting seat two is provided on the mounting seat two, a supporting diagonal rod two is rotatably provided in the mounting groove two and abuts against the vertical pole, a detection piece three is provided at one end of the mounting groove two away from the supporting diagonal rod two, and the supporting diagonal rod two abuts against the detection piece three after the vertical pole is tilted.

[0019] By adopting the above technical scheme, when the full-hall bracket tilts, the vertical poles in the full-hall bracket tilt along with the full-hall bracket, and the inclination of the vertical poles causes the supporting diagonal rod 2 to rotate to the inclined position, so that the supporting diagonal rod 2 applies pressure to the detection piece 3, and the detection piece 3 measures the inclination of the vertical poles, and gives an early warning of the inclination degree of the full-hall bracket. When the inclination degree of the full-hall bracket is too large, the workers will reinforce the vertical poles at the corresponding positions according to the measurement results of the detection piece 3.

[0020] Optionally, a detection member four corresponding to the support rod above the fixing seat one is provided on the fixing seat one and located between the mounting seat one and the mounting seat two, and the detection member four is against the support rod to detect the pressure of the support rod.

[0021] By adopting the above technical scheme, the support rods of the full-hall bracket above the fixed seat are monitored by four pairs of detection parts, and the downward pressure of the support rods is detected. When the full-hall bracket is tilted, the downward pressure of the support rods increases or decreases, and the detection part four pairs of support rods generate early warnings to prevent the full-hall bracket from tilting too much and causing danger.

[0022] Optionally, the mounting seat 1 is provided with a support plate 1 in a mounting groove 1 between the support diagonal rod 1 and the detection piece 1, the support diagonal rod 1 is provided with a top rod 1 passing through the support plate 1 and abutting against the detection piece 1, and a reset piece 1 is provided on the top rod between the support diagonal rod 1 and the support plate; the mounting seat 2 is provided with a support plate 2 in a mounting groove 2 between the support diagonal rod 2 and the detection piece 3, the support diagonal rod 2 is provided with a top rod 2 passing through the support plate 2 and abutting against the detection piece 3, and a reset piece 2 is provided on the top rod 2 between the support diagonal rod 2 and the support plate 2.

[0023] By adopting the above technical solution, by setting a push rod 1 between the supporting diagonal rod 1 and the detecting member 1, and setting a push rod 2 between the supporting diagonal rod 2 and the detecting member 3, the detecting member 1 and the detecting member 3 can react to the tilt of the full-hall bracket more quickly through the push rod 1 and the push rod 2, and by the resetting member 1 and the resetting member 2, the supporting diagonal rod 1 and the supporting diagonal rod 2 always press against the vertical rod after the vertical rod tilts, so that the detection results of the detecting member 1 and the detecting member 3 are more accurate.

[0024] Optionally, a baffle connected to mounting seat 1 and mounting seat 2 is provided on the top of support plate 1 and support plate 2, a fixing block is provided on the top of support diagonal rod 1 and support diagonal rod 2, and a positioning groove corresponding to the side wall of the vertical rod is provided on the fixing block.

[0025] By adopting the above technical scheme, the detection piece 1 and the detection piece 2 are isolated by a baffle to prevent the detection results of the detection piece 1 and the monitoring piece 2 from being erroneous due to falling objects, and fixed blocks with positioning grooves are provided on the supporting diagonal rods 1 and 2 to prevent the inclined vertical pole from tilting in other directions, making it impossible for the detection piece 1 and the detection piece 2 to monitor the inclination of the vertical pole, thereby preventing the inclination of the full-hall bracket from exceeding the safety threshold and causing harm.

[0026] In summary, the present application includes at least one of the following beneficial technical effects:

[0027] 1. When the full-chamber bracket tilts, the vertical poles in the full-chamber bracket tilt with the full-chamber bracket, and the tilt of the vertical poles causes the support diagonal rod 1 to rotate in the tilting direction, so that the support diagonal rod 1 applies pressure to the detection piece 1, and the detection piece 1 measures the tilt of the vertical poles. The tilt of the vertical poles causes the support diagonal rod 2 to rotate in the tilted position, so that the support diagonal rod 2 applies pressure to the detection piece 3, and the detection piece 3 measures the tilt of the vertical poles, and gives an early warning of the tilt degree of the full-chamber bracket. When the tilt degree of the full-chamber bracket is too large, the workers will reinforce the vertical poles at the corresponding positions according to the measurement results of the detection pieces 1 and 3;

[0028] 2. Install the clamping block 2 on the vertical pole, clamp the detection plate 2 with the clamping block 2, and align the detection plate 2 with the horizontal detection piece. When the full-chair bracket tilts, the vertical pole tilts together, so that the detection plate 2 clamped by the clamping block 2 tilts together, and the position of the detection plate 2 aligned with the horizontal detection piece changes. When the deviation of the detection plate 2 detected by the horizontal detection piece exceeds the safety threshold, the horizontal detection piece starts to alarm.

[0029] 3. The verticality of the full-hall bracket is detected by monitoring piece 2 and detection plate 1. After the full-hall bracket tilts, the monitoring plate 1 shifts, and the detection piece 2 responds to the shift of the detection plate 1. When the full-hall bracket tilts too much and the shift of the detection plate 1 increases, the detection piece 2 alarms the shift of the detection plate 1 and notifies the workers to reinforce the full-hall bracket to avoid the full-hall bracket from overturning and causing safety hazards. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 The present invention is an overall schematic diagram of a cast-in-place box girder full-bridge support monitoring device.

[0031] Figure 2 It is a partial cross-sectional view of the monitoring structure.

[0032] Figure 3 yes Figure 2 A partial enlarged view of B.

[0033] Figure 4 It is a partial cross-sectional view of the full-bridge support of the cast-in-place box girder.

[0034] Figure 5 yes Figure 4 A partial enlarged view of C in the middle.

[0035] In the figure, 1, bridge pier; 2, steel pipe column bracket; 21, distribution beam; 22, full-chamber bracket; 221, pole; 222, support rod; 23, box beam template; 3, fixed structure; 31, fixed seat 1; 32, groove; 33, fixed groove 1; 34, fixed groove 3; 35, detection part 4; 4, monitoring structure; 41, mounting seat 1; 411, mounting groove 1; 412, detection part 1; 413, supporting diagonal rod 1; 414, supporting plate 1; 415, top rod 1; 416, reset part 1; 42, Mounting seat two; 421, mounting slot two; 422, detection piece three; 423, supporting diagonal rod two; 424, supporting plate two; 425, push rod two; 426, reset piece two; 5, detection piece two; 6, clamping block one; 61, limiting slot; 62, detection plate one; 7, fixing seat two; 71, fixing slot two; 72, supporting frame; 8, horizontal monitoring mechanism; 81, horizontal detection piece; 82, clamping block two; 823, slot; 824, detection plate two; 9, baffle; 10, fixing block; 101, positioning slot. DETAILED DESCRIPTION

[0036] The following is combined with Figure 1 -Attached Figure 5 , further details of this application are given.

[0037] A monitoring device for cast-in-place box beam full support, referring to Figure 1 , including bridge piers 1, steel pipe column brackets 2 are set up between two bridge piers 1, distribution beams 21 are installed on the steel pipe column brackets 2 with high-strength bolts, and workers start to set up poles 221 on the steel pipe column brackets 2, and connect support rods 222 between poles 221 with buckles, and then continue to set up poles 221 and support rods 222 on poles 221 with buckles to form full-span brackets 22, and box beam templates 23 are set up on full-span brackets 22, and the box beam templates 23 are supported by the full-span brackets 22, and the box beam is cast in the box beam templates 23. The fixed seat 31 is connected to the top of the distribution beam 21 by bolts at a certain interval, and a detection structure is installed on the fixed seat 31 to monitor the full-span bracket 22.

[0038] Reference Figures 1 to 5 , a detection piece 25 is fixed on the distribution beam 21 with bolts. The detection piece 25 is a vertical infrared sensor, which is flexibly electrically connected to the control system. A clamping block 6 is fixed on the support rod 222 above the vertical infrared sensor with bolts. The clamping block 6 is two clamping half hoops. A detection plate 62 is fixed in the limit groove 61 on the clamping half hoop with bolts. The detection plate 62 is irradiated with infrared rays. After the full-chamber bracket 22 tilts, the detection plate 62 shifts, and the vertical infrared sensor responds, and an alarm is issued for the tilt of the full-chamber bracket 22.

[0039] Reference Figures 1 to 5The fixing seat 27 is connected with the embedded parts embedded in the side wall of the pier 1 by bolts, and a support frame 72 is welded at the bottom of the fixing seat 27 to support the fixing seat 27. A horizontal detection piece 81 is fixed by bolts in the fixing groove 271 opened on the fixing seat 27, and a clamping block 282 is fixed by bolts on the vertical pole 221. The clamping block 282 is composed of two clamping half hoops. A detection plate 2824 corresponding to the horizontal detection piece 81 is fixed by bolts in the fixing slot 823 of the clamping half hoop assembly. The horizontal detection piece 81 includes a horizontal infrared sensor and a level meter, which are flexibly electrically connected to the control system. The level meter ensures that the horizontal infrared sensor is horizontal. By irradiating the detection plate 2824 with infrared rays, the horizontal condition of the full-bridge bracket 22 is determined. After the full-bridge bracket 22 tilts, the detection plate 2824 deviates, and the horizontal infrared sensor reacts to give an alarm for the tilt of the full-bridge bracket 22.

[0040] Reference Figures 1 to 3 , connect the fixing seat 1 31 with the top of the distribution beam 21 by bolts, install the mounting seat 1 41 and the mounting seat 2 42 in the fixing groove 1 33 and the fixing groove 34 on both sides of the fixing seat by bolts, fix the detection piece 1 412 and the detection piece 3 422 in the mounting groove 1 411 and the mounting groove 2 421 opened on the mounting seat 1 41 and the mounting seat 2 42 by bolts respectively, and connect the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423 in the mounting groove 1 411 and the mounting groove 2 421 by bearings, and fix the supporting plate 1 411 between the supporting diagonal rod 1 413 and the detection piece 1 412 by bolts. 14. Pass the push rod 1 415 through the support plate 1 414 and weld it to the support oblique rod 1 413 to abut against the detection piece 1 412. Fix the support plate 2 424 in the installation groove 2 421 between the support oblique rod 2 423 and the detection piece 3 422 with bolts. Pass the push rod 2 425 through the support plate 2 424 and weld it to the support oblique rod 2 423 to abut against the detection piece 3 422. The push rod 1 415 and the push rod 2 425 are respectively provided with a reset piece 1 416 and a reset piece 2 426. The reset piece 1 416 and the reset piece 2 426 are reset springs, so that the support oblique rod 1 413 and the support oblique rod 2 423 are always abutted against the side wall of the vertical rod 221. Detection piece 1 412 and detection piece 3 422 are tilt sensors, which are flexibly electrically connected to the control system. After the vertical pole 221 tilts, the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423 rotate toward the tilt sensor, and the top rod 1 415 and the top rod 2 425 apply pressure to the tilt sensor, so that the tilt sensor responds to the tilt of the vertical pole 221, and the control system sends out an alarm.

[0041] Reference Figures 1 to 3A fixing block 10 is welded on the top of the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423. A positioning groove 101 corresponding to the side wall of the vertical rod 221 is provided on the fixing block 10 to prevent the vertical rod 221 from tilting from the gap between the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423, so that the tilt sensor cannot detect the tilt of the vertical rod 221, causing danger. A detection piece 4 35 is fixed by bolts between the mounting seat 1 41 and the mounting seat 2 42 on the fixing seat 1 31. The detection piece 4 35 is a pressure sensor. The detection piece 4 35 is flexibly electrically connected to the control system to monitor the downward pressure of the supporting rod 222. When the downward pressure of the supporting rod 222 exceeds a predetermined value, the control system responds and starts an alarm to prevent the full-hall bracket 22 from tilting or even breaking due to excessive pressure.

[0042] The implementation principle of the embodiment of the present application is:

[0043] A box beam formwork 23 is installed on the full-span bracket 22 to cast the box beam, and the monitoring structure 4 on the distribution beam 21 monitors the full-span bracket 22. When the full-span bracket 22 tilts, the vertical pole 221 of the full-span bracket 22 will drive the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423 on the mounting seat 1 41 and the mounting seat 2 42 to rotate in the tilting direction of the vertical pole 221, so that the supporting diagonal rod 1 413 and the supporting diagonal rod 2 423 in the inclination direction of the vertical pole 221 exert pressure on the detecting member 1 412 and the detecting member 3 422, so that the detecting member 1 412 and the detecting member 3 422 measure the tilt of the vertical pole 221. When the vertical pole 221 tilts too much, the control system responds to the measurement results of the detecting member 1 412 and the detecting member 3 422, and issues an alarm for the tilt of the full-span bracket 22. The detection piece 2 5 and the horizontal monitoring piece monitor the vertical and horizontal conditions of the full-hall bracket 22. When the full-hall bracket 22 tilts, the detection piece 2 5 and the horizontal detection piece 81 detect the verticality and horizontality of the full-hall bracket 22 through the detection plate 1 62 and the detection plate 2 824 to avoid the detection piece 1 412 and the detection piece 3 422 failing to detect the vertical poles 221 and the support rods 222 at other positions. The detection piece 4 35 detects the pressure transmitted downward by the support rods 222 around the vertical poles 221 above the fixed seat, and an alarm is issued when the pressure on the full-hall bracket 22 exceeds the safe value. The full-hall bracket 22 is detected by the detection structure, and the tilting condition of the full-hall bracket 22 is warned. When the tilt degree of the full-hall bracket 22 exceeds the safe threshold, an alarm is issued, and the workers reinforce the full-hall bracket 22 to prevent the excessive tilt of the full-hall bracket 22 from causing harm to the box girder construction.

[0044] The embodiments of this specific implementation are all preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. The same components are represented by the same figure marks. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A cast-in-place box beam full support monitoring device, comprising a bridge pier (1), a steel pipe column support (2) is arranged between the bridge piers (1), and a distribution beam (21) is arranged on the steel pipe column support (2), characterized in that: The distribution beam (21) is provided with a full-height bracket (22), the full-height bracket (22) is provided with a box beam template (23), the box beam is cast in the box beam template (23), and the distribution beam (21) is provided with a fixed structure (3) at intervals, and the fixed structure (3) is provided with a monitoring structure (4) corresponding to the full-height bracket (22).

2. A cast-in-place box beam full support monitoring device according to claim 1, characterized in that: The full-bridge support (22) comprises a plurality of vertical poles (221), the vertical poles (221) being arranged on the distribution beam (21) and abutting against the bottom of the box beam template (23), a plurality of support poles (222) being arranged between the vertical poles, the support poles (222) abutting against the side walls of the pier (1), the fixed structure (3) comprising a fixing seat (31), the fixing seat (31) being arranged above the distribution beam (21), the fixing seat (31) being provided with a groove (32) corresponding to the vertical pole (221), the fixing seat (31) being provided with a fixing groove (33), and the monitoring structure (4) being arranged in the fixing groove (33) to monitor the full-bridge support (22).

3. A cast-in-place box beam full support monitoring device according to claim 2, characterized in that: The monitoring structure (4) comprises a mounting seat (41), wherein the mounting seat (41) is arranged in a fixing groove (33) on a fixing seat (31), wherein a mounting groove (411) is provided on the mounting seat (41), wherein a detection member (412) is provided in the mounting groove (411), wherein a supporting inclined rod (413) is rotatably arranged in the mounting groove (411) and abuts against the vertical pole (221), wherein the supporting inclined rod (413) abuts against the detection member (412) after the vertical pole (221) is tilted.

4. A cast-in-place box beam full support monitoring device according to claim 2, characterized in that: A detection member 2 (5) is arranged on one side of a fixing seat 1 (31) on a distribution beam (21) at the bottom of the full-chamber bracket (22), a clamping block 1 (6) is arranged on a support rod (222) above the detection member 2 (5), a limiting groove (61) is provided on the clamping block, and a detection plate 1 (62) corresponding to the detection member 2 (5) is arranged in the limiting groove (61).

5. The cast-in-place box beam full support monitoring device according to claim 2 is characterized in that: A second fixing seat (7) is arranged on one side of the pier (1) close to the full-bridge support (22); a second fixing groove (71) is provided on the second fixing seat (7); a horizontal monitoring mechanism (8) corresponding to the full-bridge support (22) is arranged in the second fixing groove (71); a supporting frame (72) connected to the side wall of the pier (1) is arranged at the bottom of the second fixing seat (7).

6. A cast-in-place box beam full support monitoring device according to claim 5, characterized in that: The horizontal monitoring mechanism (8) comprises a horizontal detection member (81), a clamping block (82) is arranged on the vertical rod (221) of the full-chair support (22), a slot (823) is provided on the clamping block (82), and a detection plate (824) corresponding to the horizontal detection mechanism is arranged in the slot (823).

7. The cast-in-place box beam full support monitoring device according to claim 3 is characterized in that: The fixing seat one (31) is provided with a fixing groove three (34) on one side of the mounting seat one (41); the fixing groove three (34) is provided with a mounting seat two (42); the mounting seat two (42) is provided with a mounting groove two (421); a supporting inclined rod two (423) which abuts against the vertical rod (221) is rotatably provided in the mounting groove two (421); a detection member three (422) is provided at one end of the mounting groove two (421) away from the supporting inclined rod two (423); the supporting inclined rod two (423) abuts against the detection member three (422) after the vertical rod (221) is tilted.

8. The cast-in-place box beam full support monitoring device according to claim 3 is characterized in that: A detection member four (35) corresponding to the support rod (222) above the fixing seat one (31) is arranged between the mounting seat one (41) and the mounting seat two (42) on the fixing seat one (31), and the detection member four (35) abuts against the support rod (222) to detect the pressure of the support rod (222).

9. The cast-in-place box beam full support monitoring device according to claim 3, characterized in that: The mounting seat 1 (41) is provided with a support plate 1 (414) in a mounting groove 1 (411) between a supporting inclined rod 1 (413) and a detecting member 1 (412); the supporting inclined rod 1 (413) is provided with a top rod 1 (415) passing through the supporting plate 1 (414) and abutting against the detecting member 1 (412); the top rod between the supporting inclined rod 1 (413) and the supporting plate is provided with a reset member 1 (416); the mounting seat 2 (42) A support plate 2 (424) is arranged in the installation groove 2 (421) between the support inclined rod 2 (423) and the detection member 3 (422); a top rod 2 (425) passing through the support plate 2 (424) and abutting against the detection member 3 (422) is arranged on the support inclined rod 2 (423); a reset member 2 (426) is arranged on the top rod 2 (425) between the support inclined rod 2 (423) and the support plate 2 (424).

10. A cast-in-place box beam full support monitoring device according to claim 9, characterized in that: The tops of the support plates 1 (414) and 2 (424) are provided with baffles (9) connected to the mounting seats 1 (41) and 2 (42), and the tops of the support diagonal bars 1 (413) and 2 (423) are provided with fixing blocks (10), and the fixing blocks (10) are provided with positioning grooves (101) corresponding to the side walls of the vertical bars (221).

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