Building high-rise construction outer side assembly type protection plate

Abstract

The utility model discloses a building high-rise construction outer side assembly type protection plate, a movable structure is arranged on the side edge of the protection plate, and an assembly fastening mechanism assembled with a scaffold steel pipe is detachably and movably assembled on the movable structure. The movable structure is a strip-shaped hole formed in the side edge of the protection plate, the assembling and fastening mechanism comprises a tie rod, one end of the tie rod is connected with the strip-shaped hole, and the other end of the tie rod is connected with a tie plate connected with a scaffold steel pipe in a fastened mode. When the protection plate is assembled, the connecting position of the assembling and fastening mechanism on the protection plate is adjusted according to the erecting position of a scaffold steel pipe, the problem that smooth assembling of the protection plate is affected due to position errors existing when the scaffold steel pipe is erected can be effectively solved, meanwhile, the problem that a plurality of screws are arranged on the inner side of the protection plate structure at present is solved, and the safety of the scaffold steel pipe is improved. And stacking and transportation after use are facilitated.

Description

Technical Field

[0001] The present application relates to the technical field of high-rise building construction protection, and in particular to an assembled protection plate for the outer side of a high-rise building construction. Background Art

[0002] During the construction of high-rise buildings, a series of protective measures need to be taken to ensure the safety of construction workers and the smooth progress of construction. First of all, it is necessary to strictly abide by the safety education and training system, improve the safety awareness of the construction site, and understand and abide by the relevant safety regulations and operating procedures. Secondly, it is necessary to equip necessary safety protection facilities, such as safety guardrails, protective nets, etc., to prevent people and objects from falling from heights. In addition, personal protective equipment such as safety belts and safety nets are also required to ensure the personal safety of workers. At the same time, escape routes and emergency evacuation equipment should be reasonably set up at the construction site to deal with emergencies.

[0003] At present, when working at high places during construction, there should be 1 to 1.2 meters of protective railings around the working platform, and the outside of the railings should be closed with nets. For the outside of high-rise buildings, protective plates are usually arranged to protect the entire outside of the building, as shown in the attached manual. Figure 4 The structure shown in FIG. 1 is a structure in which the protective plate rises along with the increase in the height of the building.

[0004] At present, when assembling the protective plate, it is usually as shown in the attached manual. Figure 2-3 As shown, the adjacent protective plates are connected by bolts on the sides to form a large-area protective structure. The spliced ​​protective plates are usually suspended on the scaffolding steel pipes erected outside the building. The specific suspension structure is as follows Figure 5 As shown, screws are symmetrically welded on the inner surface of the protective plate in advance. When hanging, the screws are passed through both sides of the scaffolding steel pipe, and connecting plates are mounted on the symmetrical screws and fastened with nuts to complete the hanging assembly of the protective plate on the scaffolding steel pipe. This hanging assembly method requires multiple screws and nuts to be tightened for each protective plate, which results in a long construction period when hanging and assembling several protective plates. At the same time, the screws welded on the inner side of the protective plate are not convenient for stacking and collecting the protective plates after use. Also, when erecting scaffolding steel pipes, the spacing between adjacent steel pipes cannot be precisely maintained consistent, which will cause the scaffolding steel pipe to be misaligned with the screws fixed on the protective plate, such as Figure 6 As shown, the screw rod and the scaffolding steel pipe cannot be connected smoothly, and the position of the scaffolding steel pipe needs to be readjusted, which is not only difficult to operate, but also has certain safety hazards. Summary of the invention

[0005] In response to the above-mentioned problems, the present application aims to provide an assembled protective plate for the outer side of high-rise building construction, which adjusts the connection position of the assembly fastening mechanism on the protective plate according to the erection position of the scaffolding steel pipe. It can effectively solve the problem of smooth assembly of the protective plate affected by position errors when erecting the scaffolding steel pipe.

[0006] In order to achieve the above-mentioned purpose, the technical solution adopted in this application is as follows: a preassembled protective plate for the outer side of a high-rise building, characterized in that a movable structure is provided on the side of the protective plate, and an assembly and fastening mechanism assembled with a scaffolding steel pipe is detachably and movably assembled on the movable structure.

[0007] Preferably, the movable structure is a strip hole opened on the side of the protective plate, and the assembly and fastening mechanism includes a tie rod with one end connected to the strip hole, and a tie plate fastened to the scaffolding steel pipe is connected to the other end of the tie rod.

[0008] Preferably, the tie rod is a hook structure, including a main rod and a tie rod bent at one end of the main rod and parallel to the main rod, and the distance between the tie rod and the main rod is greater than the thickness of the side of the protective plate; the tie plate is a right-angle plate structure that fits the scaffolding steel pipe in a limited position, and the tie plate is provided with a through hole for passing the main rod.

[0009] Preferably, a limiting ring having the same diameter as the through hole is provided on the tie plate.

[0010] The beneficial effect of the present application is that when assembling the protective plate, the connection position of the assembly fastening mechanism on the protective plate is adjusted according to the erection position of the scaffolding steel pipe, which can effectively solve the problem of smooth assembly of the protective plate affected by position errors when the scaffolding steel pipe is erected. At the same time, the protective plate structure also eliminates the current problem of setting multiple screws on its inner side, which is convenient for stacking and transportation after use. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 This is a diagram of the structure of a high-rise building.

[0012] Figure 2 This is a diagram of the current protective plate splicing.

[0013] Figure 3 for Figure 2 The spliced ​​protective plate is hung and assembled on the scaffolding steel pipe as shown in the figure.

[0014] Figure 4 Illustration of protective panels used to realize protective enclosure on the outside of a building.

[0015] Figure 5 for Figure 2 Top view of the structure.

[0016] Figure 6 This is a diagram showing the misalignment of the connecting screws between the scaffolding steel pipe and the protective plate.

[0017] Figure 7 This is a top view of the protective plate structure of this application.

[0018] Figure 8 This is the assembly structure diagram of the tie rod and tie plate for this application.

[0019] Fig. 9 This is a side view of the tie rod structure of this application.

[0020] Fig.10 This is a diagram showing the lower side of the strip hole of the protective plate when the tie rod is assembled for this application.

[0021] Fig.11 For this application, Fig.10 The tie rod of the middle tie rod passes upward through the bar hole and is rotated to a vertical state as shown in the figure.

[0022] Fig.12 For this application Fig.11 On the basis of the above, the tie plate is installed to realize the tie diagram. DETAILED DESCRIPTION

[0023] In order to enable ordinary technicians in the field to better understand the technical solution of the present application, the technical solution of the present application is further described below in conjunction with the accompanying drawings and embodiments.

[0024] See attached Figures 1 to 12 The protective plate 1 is a kind of assembled protective plate for the outer side of a high-rise building, and a movable structure is arranged on the side of the protective plate 1, and an assembly fastening mechanism assembled with a scaffolding steel pipe 2 is detachably and movably mounted on the movable structure. When assembling the protective plate 1, the connection position of the assembly fastening mechanism on the protective plate 1 is adjusted according to the erection position of the scaffolding steel pipe 2 (specifically adjusted by the movable structure), which can effectively solve the problem of smooth assembly of the protective plate 1 due to position error when the scaffolding steel pipe 2 is erected. At the same time, the structure of the protective plate 1 also eliminates the problem of multiple screws being arranged on its inner side, which is convenient for stacking and transportation after use.

[0025] Specifically, Figure 7As shown, the movable structure is a strip hole 1a opened on the side of the protective plate 1, which can be processed and formed when the protective plate 1 is manufactured. The assembly and fastening mechanism includes a tie rod 3 connected to the strip hole 1a at one end, and a tie plate 4 fastened to the scaffolding steel pipe 2 is connected to the other end of the tie rod 3. During assembly, one end of the tie rod 3 is connected to the strip hole 1a, and the position of the tie rod 3 is adjusted to correspond to the scaffolding steel pipe 2 according to the position of the scaffolding steel pipe 2, and then the tie rod 3 is connected to the scaffolding steel pipe 2 using the tie plate 4, so that the hanging assembly of the protective plate 1 and the scaffolding steel pipe 2 can be achieved in an adjustable manner.

[0026] Further, in order to facilitate the quick connection between the tie rod 3 and the strip hole 1a, as Figure 8-9 As shown, the tie rod 3 is a hook structure, including a main rod 31 and a tie rod 32 bent at one end of the main rod 31 and parallel to the main rod 31. The distance between the tie rod 32 and the main rod 31 is greater than the thickness of the side of the protective plate 1. When connected with the strip hole 1a, Fig.10 As shown, the main rod 31 and the tie rod 32 are placed parallel to and corresponding to the strip hole 1a (located at the lower side of the side of the protective plate 1), and then the tie rod 3 is driven upward as a whole so that the tie rod 32 passes through the strip hole 1a, that is, the tie rod 32 is located at the upper side of the side, and the main rod 31 is located at the lower side of the side, and then as shown in FIG. Fig.11 Rotate the tie rod 3 in the direction indicated by the arrow so that it is aligned with the protective plate 1. Fig.11 In the vertical state, the connection position between the tie rod 3 and the protective plate 1 can be adjusted by sliding left and right.

[0027] like Figure 8 As shown, the tie plate 4 is a right-angle plate structure that fits the scaffolding steel pipe 2 in a limited position, and a through hole (not shown in the figure) for passing the main rod 31 is opened on the tie plate 4. After the tie rod 3 is connected to the strip hole 1a of the protective plate 1, as shown in FIG. Fig.12 As shown, the tie plate 4 is sleeved on the main rod 31 through a hole, and then sleeved on the main rod 31 (the end of which is preferably an external threaded structure) through a nut, and the tie plate 4 is pressed against the scaffolding steel pipe 2 through the nut, so that the protective plate 1 and the scaffolding steel pipe 2 can be quickly adjusted and connected.

[0028] In order to prevent the tie plate 4 from being subjected to the external force of the nut pressing against it, thereby causing its axial deflection on the main rod 31, as shown in FIG. Fig.12 As shown, a limit ring 41 with the same diameter as the through hole is provided on the tie plate 4, which increases the thickness of the tie plate 4 sleeved on the main rod 31. By increasing the thickness, the axial deflection of the tie plate 4 on the main rod 31 can be limited, thereby ensuring the stability of the tie with the scaffolding steel pipe 2.

[0029] The principle of the present application is: a strip hole 1a is pre-opened on the side of the protective plate 1, and then the tie rod 3 and the tie plate 4 are prefabricated. During the hanging assembly, the main rod 31 and the tie rod 32 are placed parallel to and corresponding to the strip hole 1a (located on the lower side of the side of the protective plate 1), and then the tie rod 3 is driven upward as a whole so that the tie rod 32 passes through the strip hole 1a, that is, the tie rod 32 is located on the upper side of the side, and the main rod 31 is located on the lower side of the side, and then the tie rod 3 is rotated so that it is perpendicular to the protective plate 1, and the connection position of the tie rod 3 and the protective plate 1 can be adjusted by sliding left and right.

[0030] Then, the tie plate 4 is sleeved on the main rod 31 through the perforation, and then sleeved on the main rod 31 through the nut, and the tie plate 4 is pressed against the scaffolding steel pipe 2 through the nut, so that the protective plate 1 and the scaffolding steel pipe 2 can be quickly adjusted and connected.

[0031] The above shows and describes the basic principles, main features and advantages of the present application. Without departing from the spirit and scope of the present application, the present application may have various changes and improvements, which fall within the scope of the present application to be protected.

Claims

1. A prefabricated protective plate for the outer side of a high-rise building, characterized in that: A movable structure is provided on the side of the protective plate (1), and an assembly and fastening mechanism for assembling with the scaffolding steel pipe (2) is detachably and movably mounted on the movable structure; The movable structure is a strip hole (1a) opened on the side of the protective plate (1), and the assembly fastening mechanism comprises a tie rod (3) with one end connected to the strip hole (1a), and a tie plate (4) fastened to the scaffolding steel pipe (2) is connected to the other end of the tie rod (3).

2. The assembled protective plate according to claim 1, characterized in that: The tie rod (3) is a hook structure, comprising a main rod (31) and a tie rod (32) bent at one end of the main rod (31) and parallel to the main rod (31), and the distance between the tie rod (32) and the main rod (31) is greater than the thickness of the side of the protective plate (1); the tie plate (4) is a right-angle plate structure that is limited and fits the scaffolding steel pipe (2), and the tie plate (4) is provided with a through hole for penetrating the main rod (31).

3. The assembled protective plate according to claim 2, characterized in that: A limiting ring (41) having the same diameter as the through hole is arranged on the tie plate (4).

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