Ultrahigh all-round scaffold for construction

Abstract

The invention discloses an ultrahigh all-round scaffold for construction, and relates to the technical field of scaffolds, the ultrahigh all-round scaffold for construction comprises a vertical rod, a buckle disc and a sleeve, and a quick connection assembly arranged in the horizontal direction realizes efficient connection: when the vertical rod is inserted into the buckle disc, a movable column is extruded, an elastic piece is triggered to drive a clamping column to be automatically embedded into a clamping hole, and instantaneous locking of a node is completed; and a manual wedging step is omitted. Deviation of the vertical rod is detected in real time through the slidable induction block, the reverse supporting block at the bottom of the auxiliary rod is driven to abut against the vertical rod on the lower layer to form lever supporting, dynamic deviation correction is conducted in cooperation with the supporting head pushed by the hydraulic telescopic column, and the lateral rigidity is greatly improved. The cross-layer connecting assembly adopts adjustable telescopic rods which are arranged diagonally, and an interlayer load transmission path is strengthened. And the pressure sensor and the sensor are integrated to realize real-time monitoring and alarming of abnormal supporting force and offset. The construction safety of the super high-rise building is remarkably improved, and the construction method is suitable for engineering scenes such as large-span concrete pouring and large-scale venue construction.

Description

Technical Field

[0001] The invention relates to the technical field of scaffolds, in particular to an ultra-high full-floor scaffold for construction. Background Art

[0002] Super-high full-floor scaffolding is a temporary support system used in construction projects for large spaces, high loads, and super-high-rise construction. This type of scaffolding can cover the entire working area, forming a continuous and gapless support platform, providing a full-area load-bearing platform for concrete pouring, equipment installation, etc., and this type of scaffolding is generally more than 50 meters high. Under super-high working conditions and high loads, the actual use of traditional scaffolding still has many shortcomings.

[0003] Risk of structural instability: Traditional scaffolding is installed by installing the vertical poles in sleeves and then fixing them with fixing bolts. The two adjacent vertical poles in the upper and lower structural layers are only fixed together by sleeves. Under ultra-high working conditions, the slenderness ratio of the vertical poles is too large, and the lateral stiffness is attenuated. In particular, the vertical poles in the edge areas are subjected to greater lateral forces. The node connections are only limited by sleeves and lack auxiliary support structures. The safety and stability are insufficient, and after long-term high-load construction, they are prone to overturning. Existing technologies mostly use vertical reinforcement and ignore diagonal force transmission, resulting in insufficient overall shear strength.

[0004] In response to the above problems, there is an urgent need for a scaffold that is safe, stable, anti-overturning and cross-layer stable. Summary of the Invention

[0005] The present invention provides an ultra-high full-floor scaffold for construction, which solves the problem in the prior art that the traditional scaffold lacks a highly stable safety support structure at the node connection when actually used, resulting in the side uprights of the scaffold being easy to overturn during actual use and the overall shear strength of the scaffold being insufficient.

[0006] To achieve the above object, the present invention provides the following technical solutions:

[0007] The scaffolding of claim 1, wherein the scaffolding has a plurality of holes formed on the top of the scaffolding and a plurality of holes formed on the top of the scaffolding.

[0008] In actual use, the quick-connect components can achieve rapid connection and installation, improving the efficiency of the scaffolding installation. At the same time, the cross-layer connection components can realize multi-angle connection support between layers. Combined with the inclined reinforcement components, the connection stability between the vertical poles can be improved, and the safety is higher.

[0009] As a preferred technical solution of the present invention, the quick-connect assembly includes a quick-connect rod, both ends of which are fixedly connected to the quick connector. The quick connector is a cavity structure, and a movable column is provided on the inner side wall of the quick connector for sliding through. The end of the movable column is fixedly connected to the contact head. A telescopic part is fixedly connected between the movable column and the inner wall of the quick connector. A clamping column is provided on the quick connector on the upper and lower sides of the contact head for sliding through. The end of the clamping column is fixedly connected to the locking rod.

[0010] As a preferred technical solution of the present invention, the clamping column in the quick connector is fixedly connected to a movable rod, an elastic member is fixedly connected between the movable rod and the inner wall of the quick connector, a trapezoidal block is fixedly connected to the movable rod on one side of the elastic member, a support rod is fixedly connected to the movable column between the trapezoidal blocks, and the end of the support rod is rotatably connected to a roller, which contacts the trapezoidal block;

[0011] The horizontally arranged quick-connect assembly achieves efficient connection through an innovative self-locking mechanism: when the quick connector at the end of the quick-connect rod is inserted into the buckle disc, the movable column is squeezed, triggering the elastic part to drive the clamping column to automatically embed into the clamping hole, completing the instantaneous locking of the node, eliminating the manual wedging step, and greatly improving the installation efficiency. By setting a clamping rod, when dismantling operations are required, the clamping rod can be pulled to move. When the trapezoidal block is separated from the roller, the movable column can be driven to reset under the action of the telescopic part, and the clamping column is removed from the clamping hole of the buckle disc, realizing quick disassembly and more convenient operation.

[0012] As a preferred technical solution of the present invention, the inclined reinforcement assembly includes an auxiliary rod rotatably set on a fixed frame, one side of the bottom end of the auxiliary rod is fixedly connected to a reverse support block, the top end of the auxiliary rod is fixedly connected to a mounting head, a sensing block is slidably set on one side of the inside of the mounting head, a compression piece is fixedly connected between the sensing block and the inner wall of the mounting head, and the sensor is fixedly connected to the mounting head between the compression pieces; in actual use, if the sensing block is subjected to a force in the tilting direction of the vertical pole, it will drive the auxiliary rod to rotate, and the reverse support block at the bottom of the auxiliary rod will contact the vertical pole below to achieve support. This method increases the resistance torque between the vertical poles on the basis of the sleeve connection, improves the support effect, and enables the scaffolding to withstand higher loads and be safer and more stable.

[0013] As a preferred technical solution of the present invention, a connection indicator light is fixed on the installation head above the induction block to indicate the plug-in position and improve the splicing efficiency of the super-high scaffolding.

[0014] As an optimal technical solution of the present invention, one side of the bottom of the fixed frame is fixedly connected to a hydraulic telescopic column, the telescopic end of the hydraulic telescopic column is fixedly connected to a telescopic arm, a supporting head is provided at the end of the telescopic arm, and the supporting head is rotatably connected to a support wheel close to the side of the auxiliary rod.

[0015] As a preferred technical solution of the present invention, a pressure sensor is fixedly connected to the bottom of the supporting head below the supporting wheel, and the detection end of the pressure sensor is arranged between the telescopic arm and the supporting head; during actual supporting use, if the vertical pole is seriously tilted, the component force received by the pressure sensor will be greater. When the safety standard value is reached, an alarm can be issued. While achieving a stable supporting effect, it has a safety alarm function, thereby improving the safety of the scaffolding.

[0016] With the help of the indicator light, construction operators can quickly find the position of the pole plug-in, thereby improving the efficiency of plug-in installation. Under the action of the sensor, the device can detect in real time whether the pole is offset during installation and use, and light up the alarm to remind the operator to take corresponding maintenance measures in time according to the tilt direction of the pole, thereby improving safety.

[0017] As a preferred technical solution of the present invention, the cross-layer connection assembly includes a mounting tube, telescopic rods are slidably arranged at both ends of the mounting tube, a limiting hole is provided on the telescopic rod near one end of the mounting tube, a limiting stud is threaded through the side wall of the mounting tube, the limiting stud is matched with the limiting hole, and the telescopic rod is hinged to the quick connector away from one end of the mounting tube; when actually used, the telescopic rods at both ends of the mounting tube will be connected to the vertical poles of two adjacent layers in the diagonal direction. This connection method not only realizes the upper and lower limit of the vertical poles between different layers, but also has a better anti-tilting effect.

[0018] As a preferred technical solution of the present invention, there are multiple buckle plates on the vertical pole, and cross-layer connection components are also provided between the vertical poles on the same layer. The cross-layer connection components are used to reinforce the connection between different buckle plates of adjacent vertical poles.

[0019] As a preferred technical solution of the present invention, the bottom of the scaffolding also includes a base, the upper part of the base is a cylindrical structure for cooperating with the vertical pole installation, and the lower part of the base is a disc structure, which increases the contact area with the ground and improves the stability of the scaffolding.

[0020] The present invention has the following advantages: the anti-overturning performance is doubled, and an auxiliary reinforcement component is arranged under the sleeve, wherein the tilting reinforcement component can sense and detect the deflection of the vertical pole above the sleeve in real time, triggering the bottom of the tilting reinforcement component so that its bottom abuts against the vertical pole of the lower layer, forming a lever-type support. In this way, the resistance torque when the vertical pole is tilted can be increased, and the lateral stiffness can be improved, and the stability is higher; at the same time, the cross-layer connection components are arranged diagonally, which converts local loads into overall force, and the shear strength is higher. The above-mentioned installation and connection method realizes multi-point and multi-directional fixed connection between scaffolding layers, as well as multi-angle auxiliary support, which is safer and more stable;

[0021] The installation efficiency is greatly improved by using quick-connect components to achieve rapid connection between horizontal poles. At the same time, the auxiliary reinforcement components help to indicate the plug-in position of the vertical poles, making it easier for operators to quickly plug in the poles, further improving the installation efficiency. The more convenient installation method is more suitable for the installation and splicing of ultra-high scaffolding, improving the overall construction efficiency.

[0022] At the same time, a support structure with an alarm effect is set on the auxiliary reinforcement component, which can improve stability and can promptly alarm in cases of large tilt angles, prompting operators to maintain the scaffolding in time to reduce safety risks. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 A schematic diagram of the structure of a super-high full-floor scaffolding used for construction Figure 1 .

[0024] Figure 2 This is a structural schematic diagram of a single-layer frame in an ultra-high full-floor scaffolding used in construction.

[0025] Figure 3 This is a schematic diagram of the overhead structure of an ultra-high full-floor scaffolding used in construction.

[0026] Figure 4 This is a schematic diagram of the front view of a super-high full-floor scaffolding used in construction.

[0027] Figure 5 for Figure 4Schematic diagram of the enlarged structure of A in the middle.

[0028] Figure 6 This is a schematic diagram of the structure of auxiliary reinforcement components in an ultra-high full-floor scaffolding used in construction.

[0029] Figure 7 This is a schematic diagram of the overhead structure of an auxiliary reinforcement component in an ultra-high full-floor scaffolding used in construction.

[0030] Figure 8 This is a schematic diagram of the structure of quick-connect components in an ultra-high full-floor scaffolding used in construction.

[0031] Figure 9 The figure is a schematic diagram of the structure of the mid-span connection components of an ultra-high full-floor scaffolding used in construction.

[0032] Figure: 1, base; 2, vertical pole; 3, quick-connect assembly; 301, quick-connect rod; 302, quick connector; 303, clamping column; 304, trapezoidal block; 305, movable rod; 306, elastic member; 307, movable column; 308, support rod; 309, telescopic member; 310, contact head; 311, roller; 312, clamping rod; 4, cross-layer connection assembly; 401, mounting tube; 402, telescopic rod; 403, limit hole; 40 4. Limit stud; 5. Auxiliary reinforcement assembly; 501. Mounting sleeve; 502. Fixing bracket; 503. Auxiliary rod; 504. Mounting head; 505. Support head; 506. Hydraulic telescopic column; 507. Sensor block; 508. Indicator light; 509. Compression piece; 510. Sensor; 511. Support wheel; 512. Reverse support block; 513. Pressure sensor; 514. Telescopic arm; 6. Buckle plate; 7. Sleeve; 8. Snap-in hole. DETAILED DESCRIPTION

[0033] The preferred embodiments of the present invention are described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are only used to illustrate and explain the present invention, and are not used to limit the present invention.

[0034] See also Figures 1-9As an embodiment of the present invention, a super-high full-floor scaffold for construction includes a vertical pole 2, a buckle plate 6 is fixed on the vertical pole 2, a clamping hole 8 is provided on the buckle plate 6, a sleeve 7 is fixed on the top of the vertical pole 2, and the vertical pole 2 is plugged into the sleeve 7. The vertical pole 2 is provided with multiple, and a quick-connect assembly 3 is provided between the multiple vertical poles 2 in the horizontal direction. The quick-connect assembly 3 is used for the quick connection of multiple vertical poles 2 in the horizontal direction. An auxiliary reinforcement assembly 5 is provided between the two vertical poles 2 in the upper and lower directions of the sleeve 7. The auxiliary reinforcement assembly 5 includes an installation Sleeve 501, the installation sleeve 501 is fixedly set on the vertical pole 2 below the sleeve 7, the side wall of the installation sleeve 501 is fixedly connected to the fixing frame 502, and a plurality of fixing frames 502 are provided. The fixing frame 502 is provided with an inclined reinforcement component, and a cross-layer connection component 4 is provided between the quick-connect components 3 in the upper and lower directions of the sleeve 7. The cross-layer connection component 4 is diagonally arranged and is used for reinforcing the connection between the vertical poles 2 in the upper and lower directions. The inclined reinforcement component cooperates with the cross-layer connection component 4 to achieve a stable connection between the cross-layer scaffoldings;

[0035] The quick-connect assembly 3 arranged in the horizontal direction achieves efficient connection through an innovative self-locking mechanism, eliminating the manual wedging step and improving installation efficiency. The auxiliary reinforcement assembly 5 detects the deflection of the vertical pole 2 in real time, and a lever support can be formed between the upper and lower vertical poles 2, which greatly improves the lateral stiffness. The cross-layer connection assembly 4 adopts a diagonal arrangement to strengthen the load transfer path between layers. The above setting method significantly improves the safety of super-high-rise construction and is suitable for engineering scenarios such as large-span concrete pouring and large-scale venue construction.

[0036] See also Figure 4-Figure 8 As another embodiment of the present invention, the quick-connect assembly 3 includes a quick-connect rod 301, both ends of the quick-connect rod 301 are fixedly connected to the quick connector 302, the quick connector 302 is a cavity structure, the inner side wall of the quick connector 302 is slidably penetrated by a movable column 307, the end of the movable column 307 is fixedly connected to the contact head 310, and a telescopic part 309 is fixedly connected between the movable column 307 and the inner wall of the quick connector 302, and a clamping column 303 is slidably penetrated on the quick connector 302 on the upper and lower sides of the contact head 310, and the end of the clamping column 303 is fixedly connected to the locking rod 312.

[0037] See Figure 8 The clamping column 303 in the quick connector 302 is fixedly connected to the movable rod 305, and the elastic member 306 is fixedly connected between the movable rod 305 and the inner wall of the quick connector 302. The movable rod 305 on one side of the elastic member 306 is fixedly connected to the trapezoidal block 304. The movable column 307 between the trapezoidal blocks 304 is fixedly connected to the support rod 308. The end of the support rod 308 is rotatably connected to the roller 311, and the roller 311 is in contact with the trapezoidal block 304.

[0038] The quick-connect assembly 3 arranged in the horizontal direction achieves efficient connection through an innovative self-locking mechanism: when the quick connector 302 at the end of the quick-connect rod 301 is inserted into the buckle plate 6, the movable column 307 is squeezed, triggering the elastic member 306 to drive the clamping column 303 to automatically embed into the clamping hole 8, completing the instantaneous locking of the node, eliminating the manual wedging step, and greatly improving the installation efficiency. In addition, by setting the clamping rod 312, it is convenient for subsequent disassembly and operation and use are more convenient.

[0039] See Figure 5-Figure 7 The tilt reinforcement assembly includes an auxiliary rod 503 rotatably mounted on a fixed frame 502. The bottom end of the auxiliary rod 503 is fixedly connected to a reverse support block 512. The top end of the auxiliary rod 503 is fixedly connected to a mounting head 504. A sensing block 507 is slidably mounted inside the mounting head 504. A compression member 509 is fixedly connected between the sensing block 507 and the inner wall of the mounting head 504. A sensor 510 is fixedly connected to the mounting head 504 between the compression members 509. An indicator light 508 is fixedly connected to the mounting head 504 above the sensing block 507. A hydraulic telescopic column 506 is fixedly connected to the bottom end of the fixed frame 502. The telescopic end of the hydraulic telescopic column 506 is fixedly connected to a telescopic arm 514. A supporting head 505 is provided at the end of the telescopic arm 514. The supporting head 505 is rotatably connected to a support wheel 511 near the auxiliary rod 503. A pressure sensor 513 is fixedly connected to the bottom of the supporting head 505 below the support wheel 511. The detection end of the pressure sensor 513 is located between the telescopic arm 514 and the supporting head 505.

[0040] The auxiliary reinforcement assembly 5 arranged above and below the sleeve 7 detects the deflection of the upright pole 2 in real time through the sliding sensing block 507, drives the reverse support block 512 at the bottom of the auxiliary rod 503 to abut against the lower upright pole 2 to form a lever support, and cooperates with the supporting head 505 pushed by the hydraulic telescopic column 506 to perform dynamic correction, thereby greatly improving the lateral stiffness; at the same time, during actual installation, the indicator light 508 can facilitate the construction operator to quickly find the plug-in position of the upright pole 2, thereby improving the plug-in installation efficiency, and under the action of the sensor 510, the device can detect in real time whether the upright pole 2 is offset during installation and use, and light up an alarm, which can remind the operator to take corresponding maintenance measures in time in the tilt direction of the upright pole 2, thereby improving safety.

[0041] See Figure 9The cross-layer connection component 4 includes a mounting tube 401, and telescopic rods 402 are slidably arranged at both ends of the mounting tube 401. A limiting hole 403 is provided at one end of the telescopic rod 402 close to the mounting tube 401. A limiting stud 404 is provided through a thread on the side wall of the mounting tube 401. The limiting stud 404 is matched with the limiting hole 403. The telescopic rod 402 is hinged to the quick connector 302 at one end away from the mounting tube 401. Through this connection method, a rigid connection between the vertical poles 2 at different layers and different heights can be achieved, thereby improving the connection strength between adjacent layers and achieving a better anti-tilting effect.

[0042] See Figure 1-4 There are multiple buckle plates 6 on the vertical pole 2, and cross-layer connection components 4 are also set between the vertical poles 2 on the same layer. The cross-layer connection components 4 are used to reinforce the connection between different buckle plates 6 of adjacent vertical poles 2; cross-layer connection components 4 are set between the vertical poles 2 of a single layer to improve the connection strength between the vertical poles 2.

[0043] See Figure 1 The bottom of the scaffolding also includes a base 1. The upper part of the base 1 is a cylindrical structure for installation with the vertical pole 2. The lower part of the base 1 is a disc structure. The disc structure increases the contact area with the ground and improves the stability of the scaffolding.

[0044] When the scaffolding is in operation, the operator only needs to pull the locking rod 312 to reset the locking rod 303, so that the scaffolding can be quickly installed and connected.

[0045] At the same time, when the vertical pole 2 is plugged into the sleeve 7 for the installation of the second layer of scaffolding, the indicator light 508 can play a position prompt role, which is convenient for construction workers to quickly find the plug-in interface and quickly connect and install, and can also further improve the installation efficiency. At the same time, during the plug-in process, since the top side wall of the sensing block 507 is an inclined structure, it can assist in correcting the plug-in position of the vertical pole 2. If the docking is offset, the sensing block 507 will be driven to move, and the sensing block 507 will contact the sensor 510. The sensor 510 will light up and alarm, prompting the operator to plug in the offset direction, so that timely adjustment can be made to achieve accurate and efficient plug-in. After the multi-layer vertical pole 2 is installed, the end of the telescopic rod 402 on the cross-layer connection component 4 is connected to the quick connector 302. In this way, a reinforced connection of the vertical pole 2 between adjacent structural layers is achieved. At the same time, under the action of the auxiliary rod 503, if the vertical pole 2 on the sleeve 7 is tilted during actual use, the auxiliary rod 50 will be driven by the sensing block 507. When the support rod 503 is tilted, the support wheel 511 on the side wall of the support head 505 will contact the auxiliary rod 503, driving the auxiliary rod 503 to rotate and support the pole 2 to the vertical position. If the tilt angle is large, the force applied to the pressure sensor 513 during the support process will be greater, and the pressure sensor 513 will sound an alarm, indicating that the scaffold is abnormally tilted, and promptly prompting the operator to perform correction and maintenance, thereby improving the safety of the scaffold.

[0046] In summary, this type of structural scaffolding can achieve efficient installation and connection of super-high full-floor scaffolding, with higher safety and stability. At the same time, it can assist in the reset and limit support of the tilted scaffolding. When abnormal tilt occurs, it can alarm in time, improve construction safety, and achieve better use effect.

[0047] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art will be able to modify the technical solutions described in the aforementioned embodiments or substitute equivalents for some of the technical features. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the present invention.

Claims

1. A super-high full-floor scaffold for construction, comprising upright poles (2), characterized in that: The vertical pole (2) is fixedly connected with a buckle plate (6), and a clamping hole (8) is provided on the buckle plate (6). The top of the vertical pole (2) is fixedly connected with a sleeve (7), and the vertical pole (2) is plugged into the sleeve (7). A quick-connect assembly (3) is provided between the vertical poles (2). An auxiliary reinforcement assembly (5) is provided between the vertical poles (2) in the upper and lower directions of the sleeve (7). The auxiliary reinforcement assembly (5) includes a mounting sleeve (501). The mounting sleeve (501) is fixedly provided on the vertical pole (2) below the sleeve (7). The side wall of the sleeve (501) is fixedly connected to a fixed frame (502), a plurality of fixed frames (502) are provided, and an inclined reinforcement component is provided on the fixed frame (502). A cross-layer connection component (4) is provided between the quick-connect components (3) in the upper and lower directions of the sleeve (7), and the cross-layer connection component (4) is provided in a diagonal line. The cross-layer connection component (4) is used for the reinforcement connection between the vertical poles (2) in the upper and lower directions. The inclined reinforcement component cooperates with the cross-layer connection component (4) to achieve a stable connection between the cross-layer scaffolds.

2. The super-high full-floor scaffolding for construction according to claim 1, characterized in that: The quick-connect assembly (3) comprises a quick-connect rod (301), both ends of the quick-connect rod (301) are fixedly connected to a quick connector (302), the quick connector (302) is a cavity structure, a movable column (307) is provided on the inner wall of the quick connector (302) for sliding through, the end of the movable column (307) is fixedly connected to a contact head (310), a telescopic member (309) is fixedly connected between the movable column (307) and the inner wall of the quick connector (302), a clamping column (303) is provided on the quick connector (302) on the upper and lower sides of the contact head (310) for sliding through, and the end of the clamping column (303) is fixedly connected to a locking rod (312).

3. The super-high full-floor scaffolding for construction according to claim 2, characterized in that: A movable rod (305) is fixedly connected to the clamping column (303) in the quick connector (302); an elastic member (306) is fixedly connected between the movable rod (305) and the inner wall of the quick connector (302); a trapezoidal block (304) is fixedly connected to the movable rod (305) on one side of the elastic member (306); a support rod (308) is fixedly connected to the movable column (307) between the trapezoidal blocks (304); an end of the support rod (308) is rotatably connected to a roller (311), and the roller (311) contacts the trapezoidal block (304).

4. The super-high full-floor scaffolding for construction according to claim 1, characterized in that: The tilt reinforcement assembly comprises an auxiliary rod (503) rotatably arranged on a fixed frame (502); one side of the bottom end of the auxiliary rod (503) is fixedly connected to a reverse support block (512); the top end of the auxiliary rod (503) is fixedly connected to a mounting head (504); a sensing block (507) is slidably arranged inside one side of the mounting head (504); a compression piece (509) is fixedly connected between the sensing block (507) and the inner wall of the mounting head (504); and a sensor (510) is fixedly connected to the mounting head (504) between the compression pieces (509).

5. The super-high full-floor scaffolding for construction according to claim 4, characterized in that: An indicator light (508) is fixedly connected to the mounting head (504) above the sensing block (507).

6. The super-high full-floor scaffold for construction according to claim 5, characterized in that: One side of the bottom of the fixed frame (502) is fixedly connected to a hydraulic telescopic column (506), the telescopic end of the hydraulic telescopic column (506) is fixedly connected to a telescopic arm (514), a supporting head (505) is provided at the end of the telescopic arm (514), and the supporting head (505) is rotatably connected to a support wheel (511) near one side of the auxiliary rod (503).

7. The super-high full-floor scaffold for construction according to claim 6, characterized in that: The bottom of the supporting head (505) below the supporting wheel (511) is fixedly connected to a pressure sensor (513), and a detection end of the pressure sensor (513) is arranged between the telescopic arm (514) and the supporting head (505).

8. The super-high full-floor scaffold for construction according to claim 3, characterized in that: The cross-layer connection assembly (4) includes a mounting tube (401), telescopic rods (402) are slidably arranged at both ends of the mounting tube (401), a limiting hole (403) is provided at one end of the telescopic rod (402) close to the mounting tube (401), a limiting stud (404) is provided through a thread on the side wall of the mounting tube (401), the limiting stud (404) is matched with the limiting hole (403), and the telescopic rod (402) is hinged to the quick connector (302) at one end away from the mounting tube (401).

9. The super-high full-floor scaffold for construction according to claim 1, characterized in that: There are multiple buckle plates (6) on the vertical pole (2), and cross-layer connection components (4) are also provided between vertical poles (2) on the same layer. The cross-layer connection components (4) are used for reinforcing the connection between different buckle plates (6) on adjacent vertical poles (2).

10. The super-high full-floor scaffolding for construction according to claim 1, characterized in that: The bottom of the scaffold further comprises a base (1), the upper portion of the base (1) is a cylindrical structure for cooperating with the vertical pole (2) for installation, and the lower portion of the base (1) is a disc structure, which increases the contact area with the ground and improves the stability of the scaffold.

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