Detachable scaffold interlayer hard isolation

Abstract

The invention relates to a detachable scaffold interlayer hard isolation device, and relates to the field of building construction safety protection, the detachable scaffold interlayer hard isolation device comprises an isolation assembly, the isolation assembly comprises a base plate, a supporting rod with a top end and a bottom end, a connecting flange, a lifting plate and a first elastic piece; the substrate is arranged perpendicular to the first direction; the supporting rod is parallel to the first direction, and the bottom end of the supporting rod is fixedly connected to the base plate. The connecting flange is fixedly connected to the top end of the supporting rod; the lifting plate is perpendicular to the first direction, a first through hole is formed in the lifting plate in the first direction, the supporting rod correspondingly penetrates through the first through hole, and the lifting plate is used for moving in the first direction; the first elastic piece is connected between the base plate and the lifting plate, the stretching direction of the first elastic piece is parallel to the first direction, and when the first elastic piece is in a recoverable deformation state, force for driving the lifting plate to move towards the side away from the base plate is stored. According to the invention, an isolation effect can be achieved, and the hard isolation effect of safety performance can be improved.

Description

Technical Field

[0001] The present application relates to the field of building construction safety protection, and in particular to a detachable scaffolding interlayer hard isolation. Background Art

[0002] As an important construction tool, scaffolding is widely used in high-rise building construction. It not only provides a working platform for workers to operate, but also effectively ensures the safety of workers. However, with the continuous increase in building height, the safety problem of scaffolding has become increasingly prominent, especially in the construction of multi-layer scaffolding. How to effectively isolate the working space at different levels to prevent the debris generated by the upper construction from falling and causing safety hazards has become an urgent problem to be solved.

[0003] At present, in order to solve the above problems, the commonly used means mainly include using plastic mesh or metal mesh for simple isolation between the upper and lower layers of scaffolding. Although the plastic mesh or metal mesh has low cost and is easy to install, it is insufficient in strength and is easily damaged, making it difficult to effectively block larger falling objects.

[0004] At present, these isolation methods have defects, especially the inability to take into account safety. For example, the protective capacity of plastic mesh and metal mesh is limited and they are easily damaged, which cannot effectively protect the safety of the workers on the lower floors. Therefore, it is an urgent problem to develop a hard isolation that can both play an isolation role and improve safety performance. Summary of the invention

[0005] In order to achieve both isolation and improved safety performance, the present application provides a detachable scaffolding interlayer hard isolation.

[0006] The present application provides a detachable scaffolding interlayer hard isolation adopts the following technical solution: A detachable scaffolding interlayer hard isolation includes an isolation component, wherein the isolation component includes: A substrate, wherein the substrate is arranged perpendicular to the first direction; A support rod having a top end and a bottom end, the support rod is arranged parallel to the first direction, and the bottom end of the support rod is fixedly connected to the base plate; A connecting flange, wherein the connecting flange is fixedly connected to the top end of the supporting rod; A lifting plate, the lifting plate is perpendicular to the first direction, the lifting plate is penetrated with a plurality of first through holes along the first direction, the support rods are respectively penetrated through the first through holes along the first direction, and the lifting plate is used to move along the first direction; and a first elastic member connected between the substrate and the lifting plate, wherein the extension direction of the first elastic member is parallel to the first direction, and when the first elastic member is in a recoverable deformation state, a force is stored to drive the lifting plate to move toward a side away from the substrate.

[0007] By adopting the above technical solution, the design of the base plate and the support rod enables the isolation assembly to be firmly installed between the upper and lower scaffoldings, and the connecting flange further enhances the connection stability between the support rod and the upper scaffolding; the lifting plate passes through the first through-hole and moves along the support rod, thereby realizing the precise guidance of the lifting plate in the first direction; the first elastic member is connected between the base plate and the lifting plate, and its elastic characteristics can effectively absorb and buffer the impact force from the upper scaffolding, thereby protecting the safety of the workers on the lower layer, while reducing the impact on the scaffolding structure and improving the overall safety; therefore, by setting the first elastic member and the lifting plate, both isolation and safety can be achieved.

[0008] Optionally, also include: A partition, the partition is arranged perpendicular to the first direction, and in the first direction, the partition is located between the base plate and the lifting plate; and a second elastic member, wherein one end of the second elastic member is fixedly connected to the substrate, and the other end is fixedly connected to the partition; when the second elastic member is in a recoverable deformation state, a force is stored to drive the partition to move toward a side away from the substrate.

[0009] By adopting the above technical solution, the second elastic member, in a compressed state where the deformation can be restored, has the force to drive the partition to move toward the side away from the base plate, and works together with the first elastic member to further enhance the buffering effect on falling objects, effectively reduce the impact force, and significantly improve the safety between scaffolding layers. At the same time, the use of the partition and the second elastic member enables the lifting plate to reset more smoothly when impacted, ensuring the long-term stability and reliability of the hard isolation between scaffolding layers.

[0010] Optionally, the elastic coefficient of the first elastic member is smaller than the elastic coefficient of the second elastic member.

[0011] By adopting the above technical solution, the elastic coefficient of the first elastic member is smaller than the elastic coefficient of the second elastic member, so that when an object falls from the upper scaffolding, the first elastic member first performs preliminary buffering to reduce the impact force, and then the second elastic member further absorbs the remaining impact energy, thereby effectively protecting the safety of the lower scaffolding and improving the stability and reliability of the entire system.

[0012] Optionally, the isolation assembly further comprises a telescopic rod, the telescopic direction of the telescopic rod is parallel to the first direction, one end of the telescopic rod is connected to the lifting plate, and the other end of the telescopic rod is connected to the base plate, and when the telescopic rod is at a maximum rod length, the first elastic member and / or the second elastic member is in a compressed state that can recover the deformation; The partition plate is provided with an avoidance hole along the first direction for the telescopic rod to pass through.

[0013] By adopting the above technical solution and setting a telescopic rod, the maximum distance between the lifting plate and the base plate can be limited, so that the first elastic member and the second elastic member have a certain pre-pressure and can have a certain traction force on the lifting plate, thereby reducing the up and down shaking of the lifting plate.

[0014] Optionally, the telescopic rod comprises: A first sliding rod connected to the lifting plate is rotated around a first axis, wherein the first axis is parallel to a first direction; and a second sliding rod connected to the base plate and rotatably connected to the base plate about a first axis; The first sliding rod is connected to the second sliding rod by linear sliding along a first direction.

[0015] By adopting the above technical solution, if other structures are provided on the telescopic rod, the telescopic rod can be rotated to a desired angle, thereby improving versatility.

[0016] Optionally, a plurality of the isolation components are arranged on a plane perpendicular to the first direction, and the plurality of isolation components are arranged in a matrix.

[0017] By adopting the above technical solution, multiple isolation components are arranged in a matrix on a plane perpendicular to the first direction, so that the entire hard isolation structure is more stable, can evenly disperse the impact force of objects falling from the upper scaffolding, and improve safety.

[0018] Optionally, the second sliding rod passes through the base plate along the first direction and extends to a side of the base plate away from the lifting plate.

[0019] By adopting the above technical solution, it is convenient for a person to rotate the telescopic rod by holding the second sliding rod on the side of the base plate away from the lifting plate.

[0020] Optionally, it further comprises a first locking assembly, wherein the first locking assembly is located at a side of the base plate away from the lifting plate; Two adjacent isolation components, the substrate in any one of the isolation components is the first substrate (a), and the lifting plate is the first lifting plate (a); the substrate in the other isolation component is the second substrate (b), and the lifting plate is the second lifting plate (b); The first locking assembly comprises: A first clamping strip, the first clamping strip being fixedly connected to a second sliding rod mounted on the second substrate (b); The first clamping seat is fixedly connected to the first substrate (a), and a first clamping groove is provided on a side of the first clamping seat close to the first clamping strip, and the first clamping groove is used for the first clamping strip to be inserted and rotated around the first axis.

[0021] By adopting the above technical solution, the first locking component enables the substrates between two adjacent isolation components to be reliably fixed together, thereby improving the stability and safety of the entire hard isolation structure.

[0022] Optionally, when the first clamping strip is located in the first clamping groove, a surface of the first substrate (a) away from the lifting plate overlaps with a surface of the second substrate (b) away from the lifting plate.

[0023] By adopting the above technical solution, when the first snap-in strip is rotated around the first axis and inserted into the first snap-in slot, the upper and lower surfaces of the first substrate and the second substrate remain coplanar, thereby ensuring the flatness and stability between the isolation components; this not only helps to improve the safety performance of the scaffolding, but also simplifies the installation process and improves construction efficiency.

[0024] Optionally, a second locking assembly is further included, wherein the second locking assembly includes: A second clamping seat, wherein the second clamping seat is fixedly connected to the first lifting plate (a); and a second clamping strip, wherein the second clamping strip is fixedly connected to the first sliding rod on the second lifting plate (b); A second clamping groove is formed on one side of the second clamping seat close to the first sliding rod, and the second clamping groove is used for the second clamping strip to be inserted by rotating around the first axis.

[0025] By adopting the above technical solution, after the second clamping strip is rotated around the first axis and inserted into the second clamping groove, the lifting plate can be prevented from being dislocated or falling off when subjected to external impact, so that the multiple lifting plates form an overall stress state, further improving the overall rigidity and protection capability of the hard isolation.

[0026] In summary, the present application includes at least one of the following beneficial technical effects: 1. The elastic characteristics of the isolation assembly in the present application can effectively absorb and buffer the impact force from the upper scaffolding, protect the safety of the workers on the lower level, and at the same time reduce the impact on the scaffolding structure, thereby improving the overall safety; therefore, the first elastic member and the lifting plate can both play an isolation role and improve safety; 2. The present application can limit the maximum distance between the lifting plate and the base plate by setting a telescopic rod, so that the first elastic member and the second elastic member have a certain pre-pressure, and can have a certain traction force on the lifting plate, thereby reducing the up and down shaking of the lifting plate; 3. The present application provides a first locking assembly so that the substrates between two adjacent isolation assemblies can be reliably fixed together, thereby improving the stability and safety of the entire hard isolation structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application; Figure 2 is a schematic diagram of the structure of the isolation component in the embodiment of the present application; Figure 3 is a cross-sectional view of an isolation assembly in an embodiment of the present application; Figure 4 is a schematic diagram of the structure of the telescopic rod in an embodiment of the present application; Figure 5 It is a schematic diagram of the structure of the first locking assembly and the second locking assembly in an embodiment of the present application.

[0028] Explanation of the reference numerals: 01, scaffolding; 1, isolation component; 11, base plate; 1101, first base plate; 1102, second base plate; 12, support rod; 121, top end; 122, bottom end; 123, connecting flange; 13, lifting plate; 1301, first lifting plate; 1302, second lifting plate; 131, first through hole; 14, first elastic member; 2, partition; 21, second through hole; 22, avoidance hole; 3, second elastic member; 4, telescopic rod; 41, first sliding rod; 411, first stop ring; 412, sliding groove; 42, second sliding rod; 421, second stop ring; 43, bearing; 44, rotating ring; 5, first locking assembly; 51, first clamping seat; 511, first clamping groove; 52, first clamping strip; 6, second locking assembly; 61, second clamping seat; 611, second clamping groove; 62, second clamping strip. DETAILED DESCRIPTION

[0029] The following is combined with Figure 1-5 For the convenience of description, this application introduces directional words such as the first direction, wherein X represents the first direction X.

[0030] The present application embodiment discloses a detachable scaffolding interlayer hard isolation. Figure 1 and Figure 2The detachable scaffold interlayer hard isolation includes an isolation component 1, and the isolation component 1 is provided with a plurality of isolation components 1, and a plurality of isolation components 1 are distributed on a plane perpendicular to a first direction. In the present disclosure, the plurality of isolation components 1 are distributed in a matrix on a plane perpendicular to the first direction; The isolation assembly 1 includes a base plate 11, a support rod 12 having a top end 121 and a bottom end 122, a lifting plate 13 capable of moving along a first direction, and a first elastic member 14; The surface of the substrate 11 is perpendicular to the first direction, the support rod 12 is parallel to the first direction, the bottom end 122 of the support rod 12 is fixedly connected to the substrate 11, and each substrate 11 is correspondingly fixedly connected with a plurality of support rods 12. In the present disclosure, each substrate 11 is correspondingly fixedly connected with four support rods 12, and the four support rods 12 are distributed in a matrix on the substrate 11; In the first direction, the isolation assembly 1 is located between the upper and lower layers of scaffolding 01, so that the isolation assembly 1 separates the upper and lower layers of scaffolding 01. In order to facilitate the connection between the isolation assembly 1 and the upper and lower layers of scaffolding 01, in some embodiments of the present application, a plurality of flanges are fixedly provided on the plate surface of the base plate 11 away from the support rod 12, so that the base plate 11 can be connected to a layer of scaffolding 01 located below the partition 2 through the flanges; a connecting flange 123 is fixedly connected to the top end 121 of the support rod 12, so that the support rod 12 can be connected to a layer of scaffolding 01 located above the partition 2; The plate surface of the lifting plate 13 is arranged perpendicular to the first direction, and a plurality of first through holes 131 are formed on the lifting plate 13 along the first direction. In the present disclosure, four first through holes 131 are formed on the lifting plate 13, and each support rod 12 is formed in a corresponding first through hole 131. Under the guidance of the hole wall of the first through hole 131, the movement of the lifting plate 13 along the first direction can be guided; The first elastic member 14 is a compression spring, and the expansion and contraction direction of the first elastic member 14 is parallel to the first direction. The first elastic member 14 is connected between the base plate 11 and the lifting plate 13, so that the first elastic member 14 provides a buffer for the movement of the lifting plate 13 along the first direction. Specifically, the first elastic member 14 has a force to drive the lifting plate 13 to move in a direction away from the base plate 11 when it is in a compressed state with recoverable deformation. For the convenience of description, the scaffolding 01 on the side of the lifting plate 13 away from the base plate 11 is the upper scaffolding 01, and the scaffolding 01 on the side of the base plate 11 away from the lifting plate 13 is the lower scaffolding 01. When an object falls from the upper scaffolding 01, the object falls onto the lifting plate 13. In this process, the first elastic member 14 can buffer the lifting plate 13, reduce the impact force, and improve the safety performance.

[0031] Reference Figure 2In some embodiments of the present application, a partition plate 2 and a second elastic member 3 are further included. The plate surface of the partition plate 2 is perpendicular to the first direction. In the first direction, the partition plate 2 is located between the lifting plate 13 and the base plate 11. One end of the first elastic member 14 is fixedly connected to the lifting plate 13, and the other end is fixedly connected to the partition plate 2. The partition plate 2 is provided with a second through hole 21 for the support rod 12 to pass through. The second elastic member 3 is a compression spring, and the elastic expansion and contraction direction of the second elastic member 3 is parallel to the first direction. One end of the second elastic member 3 is fixedly connected to the partition 2, and the other end is fixedly connected to the substrate 11. The second elastic member 3 has a force driving the partition 2 to move toward a side away from the substrate 11 when in a compressed state in which the deformation can be recovered. The elastic coefficient of the second elastic member 3 is greater than the elastic coefficient of the first elastic member 14.

[0032] Reference Figure 3 and Figure 4 In some embodiments of the present application, each isolation assembly 1 is further provided with a telescopic rod 4, the telescopic direction of the telescopic rod 4 is parallel to the first direction, one end of the telescopic rod 4 is connected to the base plate 11, and the other end is connected to the lifting plate 13, and a avoidance hole 22 for the telescopic rod 4 to pass through is opened on the partition plate 2 along the first direction, and the minimum inner diameter of the avoidance hole 22 is greater than the maximum outer diameter of the telescopic rod 4, so that the telescopic rod 4 can freely extend and retract in the avoidance hole 22; The telescopic rod 4 includes a first sliding rod 41 connected to the lifting plate 13 and a second sliding rod 42 connected to the base plate 11, the first sliding rod 41 is slidably connected to the second sliding rod 42 along a first direction; specifically, the first sliding rod 41 is a cylindrical rod, a sliding groove 412 is coaxially provided in the first sliding rod 41, the sliding groove 412 is sealed at one end close to the lifting plate 13, and is open at one end close to the base plate 11, and a first stop ring 411 is coaxially fixedly provided on the inner wall of one end of the first sliding rod 41 close to the base plate 11; The cross section of the second sliding rod 42 is square, the central axis of the second sliding rod 42 is colinear with the central axis of the first sliding rod 41, the second sliding rod 42 is arranged in the first direction through the first stop ring 411, and the outer peripheral wall of the second sliding rod 42 contacts the inner peripheral wall of the first stop ring 411, so as to ensure that the second sliding rod 42 can move along the first sliding rod 41 while preventing the first sliding rod 41 and the second sliding rod 42 from rotating relative to each other; A second stop ring 421 is fixedly protruded on the outer peripheral wall of one end of the second sliding rod 42 away from the base plate 11. The second stop ring 421 is located in the sliding groove 412. The second stop ring 421 can move with the second sliding rod 42 to contact the first stop ring 411, so that the first stop ring 411 prevents the second stop ring 421 from detaching from the first sliding rod 41. When the telescopic rod 4 is at the maximum rod length, the first elastic member 14 and / or the second elastic member 3 are in a compressed state in which the deformation can be restored, that is, when the first stop ring 411 contacts the second stop ring 421, the first elastic member 14 and / or the second elastic member 3 are in a compressed state in which the deformation can be restored.

[0033] Reference Figure 3 , Figure 4 and Figure 5 In some embodiments of the present application, the telescopic rod 4 can rotate around the first axis. Specifically, the first sliding rod 41 in the telescopic rod 4 is rotatably connected to the lifting plate 13 around the first axis, and the second sliding rod 42 is rotatably connected to the base plate 11 around the first axis. In order to make the rotation of the telescopic rod 4 smoother, bearings 43 are embedded and fixed in the base plate 11 and the lifting plate 13. The end of the first sliding rod 41 close to the base plate 11 is coaxially fixedly connected to the inner ring of the bearing 43 on the lifting plate 13 to realize the rotation of the first sliding rod 41 along the lifting plate 13; the outer peripheral wall of the second sliding rod 42 is coaxially fixedly connected with a rotating ring 44, and the rotating ring 44 is coaxially fixedly connected to the inner ring of the bearing 43 on the base plate 11, so that the second sliding rod 42 can rotate around the first axis along the base plate 11, and the end of the second sliding rod 42 away from the lifting plate 13 passes through the base plate 11 and extends to the side of the base plate 11 away from the lifting plate 13.

[0034] Reference Figure 5 For the convenience of description, on a plane perpendicular to the first direction, two adjacent isolation components 1 are named, the substrate 11 of one isolation component 1 is named the first substrate 11a, the lifting plate 13 is named the first lifting plate 13a, and the substrate 11 of the other isolation component 1 is named the second substrate 11b, the lifting plate 13 is named the second lifting plate 13b; In some embodiments of the present application, a first locking assembly 5 is also included. The first locking assembly 5 is located on a side of the substrate 11 away from the lifting plate 13. The first locking assembly 5 includes a first clamping seat 51 fixedly connected to the first substrate 11a, and a first clamping strip 52 fixedly connected to the second sliding rod 42 located on the second substrate 11b; a first clamping groove 511 is provided on a side of the first clamping seat 51 close to the second sliding rod 42, and the first clamping strip 52 can be inserted into the first clamping groove 511 during the rotation of the second sliding rod 42. When the first clamping strip 52 is inserted into the first clamping groove 511, the upper plate surfaces of the first substrate 11a and the second substrate 11b are coplanar, and the lower plate surfaces of the first substrate 11a and the second substrate 11b are coplanar.

[0035] Reference Figure 5In some embodiments of the present application, a second locking assembly 6 is further included. The second locking assembly 6 is located on a side of the lifting plate 13 close to the base plate 11. The second locking assembly 6 includes a second clamping seat 61 fixedly connected to the first lifting plate 13a, and a second clamping strip 62 fixedly connected to the first sliding rod 41 on the second lifting seat 13b; a second clamping groove 611 is provided on the side of the second clamping seat 61 close to the first sliding rod 41, and the second clamping strip 62 can be rotated and inserted into the second clamping groove 611 during the rotation of the first sliding rod 41. When the second clamping strip 62 is inserted into the second clamping groove 611, the upper plate surfaces of the first lifting plate 13a and the second lifting plate 13b are coplanar, and the lower plate surfaces of the first lifting plate 13a and the second lifting plate 13b are coplanar.

[0036] The implementation principle of a detachable hard isolation between scaffolding layers in the embodiment of the present application is as follows: during construction, a layer of hard isolation is set between the upper and lower scaffolding layers 01. During assembly, it is only necessary to connect the support rods 12 in the hard isolation to the upper scaffolding 01 and the base plate 11 to the lower scaffolding 01 to complete the installation of the hard isolation. If an object falls from the upper scaffolding 01, the impact force of the fall can be reduced by the buffering of the first elastic member 14 and the second elastic member 3, thereby improving the construction safety performance.

[0037] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A detachable scaffolding interlayer hard isolation, characterized in that: The invention comprises an isolation component (1), wherein the isolation component (1) comprises: A substrate (11), wherein the substrate (11) is arranged perpendicular to the first direction; A support rod (12) having a top end (121) and a bottom end (122), wherein the support rod (12) is arranged parallel to the first direction, and the bottom end (122) of the support rod (12) is fixedly connected to the base plate (11); A connecting flange (123), wherein the connecting flange (123) is fixedly connected to a top end (121) of the supporting rod (12); A lifting plate (13), the lifting plate (13) being perpendicular to a first direction, the lifting plate (13) being provided with a plurality of first through holes (131) penetrating along the first direction, the support rods (12) being provided in correspondence with each other through the first through holes (131) along the first direction, and the lifting plate (13) being used to move along the first direction; and a first elastic member (14), wherein the first elastic member (14) is connected between the substrate (11) and the lifting plate (13), the extension direction of the first elastic member (14) is parallel to the first direction, and when the first elastic member (14) is in a recoverable deformation state, a force is stored to drive the lifting plate (13) to move toward a side away from the substrate (11).

2. A detachable scaffolding interlayer hard isolation according to claim 1, characterized in that: Also includes: A partition plate (2), the partition plate (2) being arranged perpendicular to a first direction, and in the first direction, the partition plate (2) is located between the base plate (11) and the lifting plate (13); and a second elastic member (3), wherein one end of the second elastic member (3) is fixedly connected to the substrate (11), and the other end is fixedly connected to the partition (2); when the second elastic member (3) is in a recoverable deformation state, it stores a force that drives the partition (2) to move toward a side away from the substrate (11).

3. A detachable scaffolding interlayer hard isolation according to claim 2, characterized in that: The elastic coefficient of the first elastic member (14) is smaller than the elastic coefficient of the second elastic member (3).

4. A detachable scaffolding interlayer hard isolation according to any one of claims 2-3, characterized in that: The isolation assembly (1) further comprises a telescopic rod (4), the telescopic direction of the telescopic rod (4) being parallel to the first direction, one end of the telescopic rod (4) being connected to the lifting plate (13), and the other end being connected to the base plate (11), and when the telescopic rod (4) is at a maximum rod length, the first elastic member (14) and / or the second elastic member (3) are in a compressed state capable of recovering deformation; The partition plate (2) is provided with an avoidance hole (22) along a first direction for the telescopic rod (4) to pass through.

5. The detachable scaffolding interlayer hard isolation according to claim 4 is characterized in that: The telescopic rod (4) comprises: A first sliding rod (41) connected to the lifting plate (13) is rotatable about a first axis, wherein the first axis is parallel to a first direction; and a second sliding rod (42) rotatably connected to the base plate (11) about a first axis; The first sliding rod (41) is connected to the second sliding rod (42) in a linear sliding manner along a first direction.

6. A detachable scaffolding interlayer hard isolation according to claim 5, characterized in that: A plurality of the isolation components (1) are arranged on a plane perpendicular to the first direction, and the plurality of isolation components (1) are arranged in a matrix.

7. The detachable scaffolding interlayer hard isolation according to claim 6 is characterized in that: The second sliding rod (42) is arranged through the base plate (11) along a first direction and extends to a side of the base plate (11) away from the lifting plate (13).

8. The detachable scaffolding interlayer hard isolation according to claim 7 is characterized in that: It also includes a first locking component (5), wherein the first locking component (5) is located on a side of the base plate (11) away from the lifting plate (13); Two adjacent isolation components (1), the substrate (11) in any one of the isolation components (1) is a first substrate (11a), and the lifting plate (13) is a first lifting plate (13a); the substrate (11) in the other isolation component (1) is a second substrate (11b), and the lifting plate (13) is a second lifting plate (13b); The first locking assembly (5) comprises: A first clamping strip (52), the first clamping strip (52) being fixedly connected to a second sliding rod (42) mounted on the second substrate (11b); A first clamping seat (51), the first clamping seat (51) is fixedly connected to the first substrate (11a), and a first clamping groove (511) is provided on a side of the first clamping seat (51) close to the first clamping strip (52), and the first clamping groove (511) is used for the first clamping strip (52) to be inserted and rotated around a first axis.

9. The detachable scaffolding interlayer hard isolation according to claim 8 is characterized in that: When the first clamping strip (52) is located in the first clamping groove (511), the plate surface of the first substrate (11a) away from the lifting plate (13) overlaps with the plate surface of the second substrate (11b) away from the lifting plate (13).

10. A detachable scaffolding interlayer hard isolation according to claim 9, characterized in that: It also includes a second locking assembly (6), wherein the second locking assembly (6) includes: A second clamping seat (61), wherein the second clamping seat (61) is fixedly connected to the first lifting plate (13a); and a second clamping strip (62), wherein the second clamping strip (62) is fixedly connected to the first sliding rod (41) on the second lifting plate (13b); A second clamping groove (611) is provided on one side of the second clamping seat (61) close to the first sliding rod (41), and the second clamping groove (611) is used for the second clamping strip (62) to be inserted and rotated around the first axis.

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