Socket and spigot type ring lock scaffold enclosure structure and construction method

Abstract

The invention relates to the technical field, in particular to a socket type ring-lock scaffold enclosure structure and a construction method, the socket type ring-lock scaffold enclosure structure comprises a steel plate net, a supporting frame is fixed on the periphery of the steel plate net, and a buckling head used for being detachably connected with a connecting disc on a vertical rod of a ring-lock scaffold is fixedly arranged on the supporting frame. By designing the prefabricated enclosure module with the standard connecting interface and matching the prefabricated enclosure module with the connecting disc structure of the ring-lock scaffold, the transformation of the enclosure structure from field manual binding to factory prefabrication and field quick insertion mounting is realized. According to the scheme, the problems that a traditional binding mode is low in efficiency, uneven in connection reliability, irregular in forming appearance, difficult to efficiently recycle and the like are effectively solved, and convenient, reliable and standardized operation can be synchronously achieved for mounting and dismounting of the enclosure structure and the ring lock scaffold body.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a socket-type disc buckle scaffold enclosure structure and a construction method. BACKGROUND

[0002] In the field of building engineering, the external scaffold is a key temporary facility to ensure construction safety and provide a working platform. With the increasing requirements of the construction industry for construction efficiency, safety standardization and green construction, the innovation of scaffold technology has become an important direction. Socket-type disc buckle steel pipe scaffolds have been widely used in various engineering projects due to their clear node structure, high bearing capacity, convenient installation and removal, good overall stability, and regular appearance, and have gradually become one of the mainstream choices for external scaffolds of high-rise buildings, large public buildings and other projects.

[0003] In the external scaffold system, the enclosure structure (usually using steel mesh or safety net) plays an indispensable role in preventing high-altitude falling objects, ensuring the safety of pedestrians and vehicles below, and reducing the diffusion of construction dust. Currently, when using steel mesh as the enclosure of the socket-type disc buckle scaffold, the installation and fixing method is mostly still the traditional method, that is, after the scaffold is erected, the steel mesh is fixed on the scaffold upright or cross bar by using steel wire or special binding tools on site. Although this traditional construction method is feasible, it gradually exposes some problems in actual application: first, the on-site binding operation is low in efficiency and relies on manual fixing of each node, which does not match the efficiency of the rapid erection of the disc buckle scaffold body; second, the tightness and consistency of the binding connection are not easy to guarantee, and there is a local safety hazard due to loosening; third, it is difficult to achieve complete edge alignment after on-site assembly of multiple steel meshes, and the overall appearance is messy, which is not conducive to the standardized and standardized image management of the construction site; finally, the dismantling process is also tedious, and the binding materials are mostly disposable or easily damaged, making it difficult to realize the synchronous and efficient turnover of the enclosure structure and the scaffold body. SUMMARY

[0004] In view of the deficiencies of the prior art, the purpose of the present application is to provide a socket-type disc buckle scaffold enclosure structure and a construction method for efficient turnover.

[0005] The technical solution adopted by the present application to solve its technical problems is:

[0006] A socket-type disc buckle scaffold enclosure structure, comprising a steel mesh, a support frame fixed around the steel mesh, and a buckle connector fixed on the support frame for detachable connection with the connecting disc on the upright of the disc buckle scaffold.

[0007] As a preferred embodiment, the further technical solution of the present application is:

[0008] Preferably, the number of fasteners is four, which are fixedly connected to the four corners of the support frame. Setting the number of fasteners to four and fixing them to the four corners of the support frame can provide more balanced and stable multi-point support for the enclosure module during installation, enhance the rigidity and integrity of the connection with the scaffold body, improve the stress performance of the module under wind loads and other loads, and ensure that the enclosure surface is flat after installation.

[0009] Preferably, the supporting frame is made of square steel pipe. Using square steel pipe as the supporting frame can provide a high-strength, non-deformable rigid skeleton for the steel mesh and fasteners, improve the overall structural strength and durability of the enclosure module, facilitate standardized processing and manufacturing in the factory, and also help the module maintain its shape stability during transportation, stacking and repeated use.

[0010] Preferably, the fastener is fixedly connected to the support frame by bolts. The bolt connection makes the connection node structure clear and the construction convenient. It is easy to carry out precise assembly and quality control in the factory. At the same time, this detachable connection method also provides convenience for subsequent maintenance or component replacement, and enhances the applicability of the enclosure module throughout its entire life cycle.

[0011] This invention also discloses a method for constructing a socket-type disc-lock scaffolding enclosure, the specific steps of which are as follows:

[0012] S1: Based on the design parameters of the plug-in type disc-lock scaffold to be erected, determine the standard dimensions of the enclosure modules and the installation positioning points of their upper locking joints.

[0013] S2: In the factory, the support frame and steel mesh components are manufactured according to standard dimensions, and multiple standard fasteners are fixed to the corresponding positions of the support frame according to the installation positioning points to form an integrated prefabricated enclosure module.

[0014] S3: Erect the main frame of the plug-in type disc-lock scaffolding at the construction site.

[0015] S4: Transport the prefabricated enclosure modules to the work floor where they are to be installed.

[0016] S5: The fixed enclosure module is located at the designed installation position, so that all the fasteners are aligned and fit against the corresponding upright connecting plate, and the fastener pin hole is aligned with the connecting plate pin hole.

[0017] S6: Insert the wedge pin into the pin hole of the aligning fastener and connecting plate and wedge it tightly to secure it.

[0018] S7: Repeat steps S4 to S6 until the installation of the entire enclosure structure is completed.

[0019] The present invention, which adopts the above technical solution, has the following prominent features compared with the prior art:

[0020] This invention designs a prefabricated retaining structure module with a standard connection interface and matches it with the connecting plate structure of the disc-lock scaffolding, realizing the transformation of the retaining structure from manual on-site binding to factory prefabrication and rapid on-site plug-in installation. This solution effectively solves the problems of low efficiency, inconsistent connection reliability, irregular appearance, and difficulty in efficient reuse of traditional binding methods, enabling convenient, reliable, and standardized operation of retaining structure installation and dismantling simultaneously with the main body of the disc-lock scaffolding. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the structure in an embodiment of the present invention;

[0022] Explanation of reference numerals in the attached diagram: 1. Steel mesh; 2. Support frame; 3. Fastener; 4. Connecting plate. Detailed Implementation

[0023] The present invention will be further illustrated below with reference to specific embodiments. The purpose of this illustration is solely to provide a better understanding of the invention. Therefore, the examples given do not limit the scope of protection of the present invention.

[0024] like Figure 1 As shown in the figure, this embodiment provides a socket-type disc-lock scaffolding enclosure structure, including a steel mesh 1. A supporting frame 2 is fixed to the outer periphery of the steel mesh 1. A fastener 3 is fixedly installed on the supporting frame 2 for detachable connection with the connecting plate 4 on the disc-lock scaffolding upright. The fastener 3 is a standard connector in the socket-type disc-lock scaffolding system, which has a connecting part with a through hole for alignment with the pin hole of the connecting plate 4 on the scaffolding upright and locking by a wedge-shaped pin. To achieve detachable connection, the fastener 3 is configured to be able to be fitted and pinned from the outside of the scaffolding connecting plate 4.

[0025] Preferably, there are four fasteners 3, which are fixedly connected to the four corners of the support frame 2 respectively. Setting the number of fasteners 3 to four and fixing them to the four corners of the support frame 2 respectively can enable the enclosure module to obtain more balanced and stable multi-point support during installation, enhance the rigidity and integrity of the connection with the scaffold body, improve the stress performance of the module under wind load and other effects, and ensure that the enclosure surface is flat after installation.

[0026] Preferably, the supporting frame 2 is a square steel tube. Using a square steel tube as the supporting frame 2 can provide a high-strength, non-deformable rigid skeleton for the steel mesh 1 and the fastener 3, improve the overall structural strength and durability of the enclosure module, facilitate standardized processing and manufacturing in the factory, and also help the module maintain its shape stability during transportation, stacking and repeated use.

[0027] Preferably, the fastener 3 is fixedly connected to the support frame 2 by bolts. The fastener 3 is fixed to the support frame 2 by bolt connection, which makes the connection node structure clear and construction convenient. It is easy to carry out precise assembly and quality control in the factory. At the same time, this detachable connection method also provides convenience for possible maintenance or component replacement in the future, and enhances the applicability of the enclosure module throughout its entire life cycle.

[0028] A method for constructing a socket-type disc-lock scaffolding enclosure, the specific steps of which are as follows:

[0029] S1: Based on the design parameters of the plug-in type disc-lock scaffold to be erected, determine the standard dimensions of the enclosure module and the installation positioning points of the upper fastener 3. The design parameters mainly include the horizontal spacing and vertical step distance of the scaffold uprights. The installation positioning points refer to the fixed positions of the fastener 3 on the frame of the enclosure module. The principle for determining these points is to ensure that the center of the pin hole of the fastener 3 coincides with the center of the pin hole of the corresponding connecting disc 4 on the scaffold upright after installation.

[0030] S2: In the factory, the supporting frame 2 and steel mesh 1 are manufactured according to standard dimensions, and multiple standard fasteners 3 are fixed to the corresponding positions of the supporting frame 2 according to the installation positioning points to form an integrated prefabricated enclosure module. This step is the factory prefabrication stage to ensure the positional accuracy of the fasteners 3 on the frame.

[0031] S3: Erect the main frame of the plug-in type disc-lock scaffolding at the construction site.

[0032] S4: Transport the prefabricated enclosure modules to the working level to be installed. The enclosure modules can be transported by vertical transportation tools such as construction hoists and tower cranes or by manual transfer.

[0033] S5: The fixed enclosure module is located at the designed installation position. Align all the fasteners 3 with the corresponding connecting plates 4 of the uprights, and align the pin holes of the fasteners 3 with the pin holes of the connecting plates 4. The construction personnel hold the module by hand or with the help of simple tools to put it in place, and ensure that each docking hole is aligned by visual inspection or slight adjustment.

[0034] S6: Insert the wedge pin into the pin hole of the aligning fastener 3 and connecting plate 4 and wedge it tightly. Use a hammer or other tools to gently tap the end of the wedge pin to drive it in fully and wedge it tightly, thereby achieving a reliable mechanical connection between the enclosure module and the scaffold frame.

[0035] S7: Repeat steps S4 to S6 until the installation of the entire enclosure structure is completed. When dismantling, use a tool to knock out the wedge pins so that the entire enclosure module can be removed, achieving quick dismantling and turnover.

[0036] This invention designs a prefabricated retaining structure module with a standard connection interface and matches it with the connecting plate 4 structure of the disc-lock scaffolding, realizing the transformation of the retaining structure from manual on-site binding to factory prefabrication and rapid on-site plug-in installation. This solution effectively solves the problems of low efficiency, inconsistent connection reliability, irregular appearance, and difficulty in efficient reuse of traditional binding methods, enabling convenient, reliable, and standardized operation of retaining structure installation and dismantling simultaneously with the main body of the disc-lock scaffolding.

[0037] The above description is merely a preferred embodiment of the present invention and does not limit the scope of the present invention. All equivalent changes made based on the description and drawings of the present invention are included within the scope of the present invention.

Claims

1. A socket-type disc-lock scaffolding enclosure structure, comprising steel mesh, characterized in that: The steel mesh is fixed with a supporting frame, and the supporting frame is fixed with a fastener for detachable connection with the connecting plate on the upright of the disc-lock scaffold.

2. The socket-type disc-lock scaffolding enclosure structure according to claim 1, characterized in that: There are four fasteners, which are fixedly connected to the four corners of the support frame.

3. The socket-type disc-lock scaffolding enclosure structure according to claim 1, characterized in that: The supporting frame is made of square steel tubing.

4. The socket-type disc-lock scaffolding enclosure structure according to claim 1, characterized in that: The fastener is fixedly connected to the support frame by bolts.

5. A method for constructing a socket-type disc-lock scaffolding enclosure, characterized in that, The application of the socket-type disc-lock scaffolding enclosure structure according to any one of claims 1 to 4 is carried out, and the specific steps are as follows: S1: Based on the design parameters of the plug-in type disc-lock scaffold to be erected, determine the standard dimensions of the enclosure modules and the installation positioning points of their upper locking joints; S2: In the factory, the support frame and steel mesh components are manufactured according to standard dimensions, and multiple standard fasteners are fixed to the corresponding positions of the support frame according to the installation positioning points to form an integrated prefabricated enclosure module. S3: Erect the main frame of the socket-type disc-lock scaffolding at the construction site; S4: Transport the prefabricated enclosure modules to the work floor where they will be installed; S5: The fixed enclosure module is located at the designed installation position, so that all the fasteners are aligned and fit against the corresponding upright connecting plate, and the fastener pin hole is aligned with the connecting plate pin hole; S6: Insert the wedge pin into the pin hole of the centered fastener and connecting plate and wedge it tightly to fix it; S7: Repeat steps S4 to S6 until the installation of the entire enclosure structure is completed.

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