Plastering construction platform device

Abstract

The utility model relates to the technical field of building construction, in particular to a plastering construction platform device which comprises two bases, two sets of supporting assemblies, a manned platform and a hanging ring, the two bases are arranged on the two sides of a to-be-constructed slope respectively along the gradient of the to-be-constructed slope, each set of supporting assembly comprises two diagonal bracing stop levers and two pressure-bearing rods, and the manned platform is arranged on the two sides of the to-be-constructed slope. The two diagonal bracing stop levers are arranged on the two opposite sides of the base respectively, the two pressure-bearing levers are arranged on the two opposite sides of the base respectively, the two pressure-bearing levers and the two diagonal bracing stop levers form triangles respectively, the connecting angles of the two pressure-bearing levers and the base are the same as the slope angle, and the two ends of the manned platform are arranged on the two pressure-bearing levers respectively. The device is simple in structure, convenient to manufacture, capable of being quickly manufactured on a construction site and suitable for the slopes with different gradients and widths, and construction efficiency and construction safety are improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a plastering construction platform device. Background Art

[0002] In the construction of the concrete surface layer of the high and steep ditch wall, surface plastering is an indispensable task. In the actual on-site construction, due to the high and steep slope, the plastering process is not easy to carry out. Workers use wooden splicing boards on independent warehouse formwork or filling warehouse concrete. The construction is difficult. The wooden splicing boards are heavy and it is extremely physically demanding to adjust them up and down. Simply relying on the friction between the wooden splicing boards and the steel formwork or concrete to achieve the concrete plastering construction on the high and steep slope will not only damage the ditch wall concrete, but also pose a great safety hazard. Utility Model Content

[0003] In order to solve the above technical problems, the utility model provides a plastering construction platform device which improves construction efficiency and construction safety.

[0004] The utility model provides a plastering construction platform device, comprising:

[0005] Two bases, the two bases are respectively arranged on both sides of the slope to be constructed along the slope of the slope to be constructed;

[0006] Two groups of support assemblies, each group of the support assemblies includes two oblique support bars and two pressure bars, the two oblique support bars are respectively arranged on two opposite sides of the base, the two pressure bars are respectively arranged on two opposite sides of the base, and form a triangle with the two oblique support bars respectively, and the connection angle between the two pressure bars and the base is the same as the slope angle;

[0007] A manned platform, the two ends of which are respectively arranged on the two groups of pressure-bearing rods;

[0008] A lifting ring is arranged at one end of the base close to the top of the slope to be connected with a lifting rope at the top of the slope.

[0009] Optionally, a first fixing rod and a second fixing rod are sequentially arranged between the two diagonal bracing bars along the length direction of the diagonal bracing bars, and the first fixing rod and the second fixing rod are both made of HBR300 grade smooth round steel bars with a diameter of 10 mm, and the lengths of the first fixing rod and the second fixing rod are both 76 mm.

[0010] Optionally, top ends of the two pressure-bearing rods are respectively connected to two connection points between the two diagonal support rods and the first fixing rod.

[0011] Optionally, each group of the support assembly further includes a first reinforcement rod and a second reinforcement rod, wherein the first reinforcement rod is disposed between the two pressure-bearing rods and is fitted with the upper surface of the base, and the second reinforcement rod is disposed between the two oblique support bars and is fitted with the upper surface of the base;

[0012] The first reinforcement rod and the second reinforcement rod are both made of HBR300 grade smooth round steel bars with a diameter of 10 mm and a length of 96 mm.

[0013] Optionally, two buffer plates are further included, and the two buffer plates are respectively arranged on one side of the two bases close to the slope;

[0014] The two buffer plates are both low-foam polyethylene closed-cell foam plates with a thickness of 15 mm.

[0015] Optionally, the length of the manned platform is greater than the width of the slope to be constructed.

[0016] Optionally, the diagonal bracing bars, the pressure-bearing bars and the lifting rings are all made of HBR300 grade plain round steel bars with a diameter of 10 mm, and the lengths of the diagonal bracing bars and the pressure-bearing bars are both 270 mm.

[0017] Optionally, the base and the manned platform both adopt a stainless steel rectangular flat tube with a model of 70*50*3, and the length of the base is 700 mm.

[0018] Compared with the prior art, the technical solution provided by the embodiment of the utility model has the following beneficial effects:

[0019] The utility model provides a plastering construction platform device, by respectively arranging two bases on both sides of the slope to be constructed, it is convenient to set up a manned platform between the two bases, so that construction workers can carry out comprehensive construction within the width of the slope to be constructed on the manned platform, thereby improving construction efficiency; by arranging oblique support bars and pressure-bearing bars, and the connection angle between the pressure-bearing bars and the base is equal to the slope angle, the plane formed between the two pressure-bearing bars is parallel to the ground, the stability of the manned platform is ensured, and the construction workers can stand vertically on the manned platform, thereby improving the construction safety of the construction workers; the two oblique support bars are used to block the manned platform and further fix the manned platform; by arranging a lifting ring and connecting it with the lifting rope at the top of the slope to be constructed, the distance between the base and the top of the slope is changed by adjusting the length of the lifting rope, thereby realizing plastering work on slopes of different heights; the device has a simple structure and is easy to manufacture, can be quickly manufactured at the construction site, is suitable for slopes of different slopes and widths, and improves construction efficiency and construction safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The accompanying drawings herein are incorporated in and constitute a part of the specification, illustrate embodiments consistent with the present utility model, and together with the description, are used to explain the principles of the present utility model.

[0021] In order to more clearly illustrate the technical solutions in the embodiments of the utility model or the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, for ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative labor.

[0022] Figure 1 It is a side view of the plastering construction platform device according to the embodiment of the utility model when in use;

[0023] Figure 2 This is a structural schematic diagram of the plastering construction platform device according to an embodiment of the utility model;

[0024] Figure 3 It is a top view of the manned platform described in an embodiment of the utility model.

[0025] Among them, 1. base; 2. diagonal support rod; 3. buffer plate; 4. pressure rod; 5. first fixed rod; 6. lifting ring; 7. manned platform; 8. second fixed rod; 9. first reinforcement rod; 10. second reinforcement rod. DETAILED DESCRIPTION

[0026] In order to more clearly understand the above-mentioned purpose, features and advantages of the utility model, the scheme of the utility model will be further described below. It should be noted that the embodiments of the utility model and the features in the embodiments can be combined with each other without conflict.

[0027] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein; obviously, the embodiments in the specification are only part of the embodiments of the present invention, rather than all of the embodiments.

[0028] Reference Figures 1 to 3 As shown, this embodiment provides a plastering construction platform device, including two bases 1, two groups of support components, a manned platform 7 and a lifting ring 6.

[0029] Among them, the two bases 1 are respectively arranged on both sides of the slope to be constructed along the slope of the slope to be constructed. The two bases 1 need to be arranged in close contact with the slope to be constructed to maintain the smoothness of the construction and the stability of the entire device, thereby ensuring the safety of the construction workers. The two bases 1 are respectively arranged on both sides of the slope to be constructed to facilitate the erection of the manned platform 7, so that the construction workers can carry out comprehensive construction on the width of the slope to be constructed on the manned platform 7, thereby improving the construction efficiency.

[0030] Reference Figure 2 As shown, each group of support components includes two diagonal support bars 2 and two pressure-bearing bars 4. The two diagonal support bars 2 are respectively arranged on the opposite sides of the base 1, and the two pressure-bearing bars 4 are respectively arranged on the opposite sides of the base 1, and form a triangle with the two diagonal support bars 2 respectively. The connection angle between the two pressure-bearing bars 4 and the base 1 is the same as the slope angle; the two ends of the manned platform 7 are respectively arranged on the two groups of pressure-bearing bars 4; the lifting ring 6 is arranged at one end of the base 1 close to the top of the slope to be constructed, so as to be connected with the lifting rope at the top of the slope to be constructed. The two support rods 2 are welded on both sides of the base 1, and the two pressure rods 4 are welded on both sides of the base 1. The support rods 2 and the pressure rods 4 on each side of the base 1 form a triangle, which enhances the stability of the support assembly. The plane formed by the two pressure rods 4 is used to place the manned platform 7, and the connection angle between the two pressure rods 4 and the base 1 is set to be the same as the slope angle of the slope to be constructed, so that the plane formed between the two pressure rods 4 is parallel to the ground, ensuring the stability of the manned platform 7, so that the construction personnel can stand vertically on the manned platform 7, and the safety of the construction personnel is improved. The two support rods 2 are used to provide blocking force for the manned platform 7 and further fix the manned platform 7. The lifting ring 6 is connected to the lifting rope at the top of the slope to be constructed. By adjusting the length of the lifting rope, the distance between the base 1 and the top of the slope is changed, thereby realizing the plastering work on slopes of different heights. The device has a simple structure and is easy to manufacture. It can be quickly manufactured at the construction site. It is suitable for slopes of different slopes and widths, and improves construction efficiency and construction safety.

[0031] The welding angle between the diagonal support bar 2 and the base 1 in this embodiment is adjusted according to the slope of the slope to be constructed. For example, in this embodiment, the slope of the slope to be constructed is 1:1.5, and the slope angle is 34°, then the welding angle between the diagonal support bar 2 and the base 1 is 50°.

[0032] Furthermore, a first fixing rod 5 and a second fixing rod 8 are sequentially arranged between the two diagonal bracing bars 2 along the length direction of the diagonal bracing bars 2. The first fixing rod 5 and the second fixing rod 8 are both made of HBR300 grade smooth round steel bars with a diameter of 10 mm, and the lengths of the first fixing rod 5 and the second fixing rod 8 are both 76 mm. Specifically, the first fixing rod 5 and the second fixing rod 8 are used to fix the two diagonal bracing bars 2, and are evenly arranged between the two diagonal bracing bars 2 to improve the stability of the support assembly.

[0033] Furthermore, the top ends of the two pressure rods 4 are respectively connected to the two connection points of the two diagonal support bars 2 and the first fixed bar 5. Specifically, the two connection points of the two diagonal support bars 2 and the first fixed bar 5 are high in strength, and the two pressure rods 4 are respectively arranged at the two connection points and welded to the two diagonal support bars 2, which improves the stability between the two pressure rods 4, and at the same time indicates that the top ends of the two diagonal support bars 2 are higher than the plane formed by the two pressure rods 4, so that the diagonal support bars 2 block the manned platform 7 to prevent the manned platform 7 from displacement.

[0034] In some embodiments, each group of support components further includes a first reinforcing rod 9 and a second reinforcing rod 10. The first reinforcing rod 9 is disposed between the two pressure-bearing rods 4 and is fitted with the upper surface of the base 1. The second reinforcing rod 10 is disposed between the two diagonal support bars 2 and is fitted with the upper surface of the base 1. The first reinforcing rod 9 and the second reinforcing rod 10 are both made of HBR300 grade round steel bars with a diameter of 10 mm and a length of 96 mm. Specifically, the first reinforcing rod 9 is used to reinforce the pressure-bearing rod 4 and the base 1, and the second reinforcing rod 10 is used to reinforce the diagonal support bars 2 and the base 1, thereby improving the stability of the support assembly and ensuring sufficient support for the construction personnel standing on the manned platform 7, thereby improving the safety of the construction personnel.

[0035] Of course, in other embodiments, reference Figure 1 and Figure 2 As shown, two buffer plates 3 are also included, and the two buffer plates 3 are respectively arranged on the side of the two bases 1 close to the slope surface; the two buffer plates 3 are low-foam polyethylene closed-cell foam plates with a thickness of 15 mm. Specifically, the two buffer plates 3 are respectively fixed on the side of the two bases 1 close to the slope surface, so as to facilitate the overall installation of the device on the concrete surface and avoid damage to the concrete surface.

[0036] In order to ensure that the manned platform 7 can be stably erected on the pressure-bearing rod 4 and the slope to be constructed can be completely plastered, the length of the manned platform 7 is greater than the width of the slope to be constructed.

[0037] In order to facilitate the adjustment of the height of the device as a whole and ensure the safety of the construction workers, the device as a whole must be light and have sufficient rigidity. The diagonal support bar 2, the pressure bar 4 and the lifting ring 6 are all made of HBR300 grade round steel bars with a diameter of 10mm. The length of the diagonal support bar 2 and the pressure bar 4 are both 270mm. The base 1 and the manned platform 7 are both made of stainless steel rectangular flat tubes with a model of 70*50*3. The length of the base 1 is 700mm. Figure 3 As shown, in this embodiment, the length of the manned platform 7 is 4500 mm, and the manned platform 7 includes two stainless steel rectangular flat tubes with a model of 70*50*3.

[0038] It should be noted that, in this article, relational terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the existence of other identical elements in the process, method, article or device including the elements.

[0039] The above description is only a specific embodiment of the utility model, so that those skilled in the art can understand or implement the utility model. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the utility model. Therefore, the utility model will not be limited to the embodiments described herein, but should conform to the widest scope consistent with the principles and novel features of the utility model described herein.

Claims

1. A plastering construction platform device, characterized in that: include: Two bases (1), the two bases (1) being respectively arranged on both sides of the slope to be constructed along the slope of the slope to be constructed; Two groups of support assemblies, each group of support assemblies comprises two oblique support bars (2) and two pressure bars (4), the two oblique support bars (2) are respectively arranged on two opposite sides of the base (1), the two pressure bars (4) are respectively arranged on two opposite sides of the base (1), and form a triangle with the two oblique support bars (2), and the connection angle between the two pressure bars (4) and the base (1) is the same as the slope angle; A manned platform (7), wherein two ends of the manned platform (7) are respectively arranged on two groups of pressure-bearing rods (4); A lifting ring (6) is arranged at one end of the base (1) close to the top of the slope surface, so as to be connected to a lifting rope at the top of the slope surface.

2. The plastering construction platform device according to claim 1, characterized in that: A first fixing rod (5) and a second fixing rod (8) are sequentially arranged between the two diagonal bracing bars (2) along the length direction of the diagonal bracing bars (2); the first fixing rod (5) and the second fixing rod (8) are both made of HBR300 grade smooth round steel bars with a diameter of 10 mm; and the lengths of the first fixing rod (5) and the second fixing rod (8) are both 76 mm.

3. The plastering construction platform device according to claim 2, characterized in that: The top ends of the two pressure-bearing rods (4) are respectively connected to two connection points of the two diagonal support rods (2) and the first fixing rod (5).

4. The plastering construction platform device according to claim 1, characterized in that: Each group of the support components further comprises a first reinforcement rod (9) and a second reinforcement rod (10), wherein the first reinforcement rod (9) is arranged between the two pressure-bearing rods (4) and is arranged in close contact with the upper surface of the base (1), and the second reinforcement rod (10) is arranged between the two oblique support bars (2) and is arranged in close contact with the upper surface of the base (1); The first reinforcing rod (9) and the second reinforcing rod (10) are both made of HBR300 grade plain round steel bars with a diameter of 10 mm and a length of 96 mm.

5. The plastering construction platform device according to claim 1, characterized in that: It also comprises two buffer plates (3), wherein the two buffer plates (3) are respectively arranged on one side of the two bases (1) close to the slope surface; The two buffer plates (3) are both low-foam polyethylene closed-cell foam plates with a thickness of 15 mm.

6. The plastering construction platform device according to claim 1, characterized in that: The length of the manned platform (7) is greater than the width of the slope to be constructed.

7. The plastering construction platform device according to claim 1, characterized in that: The diagonal support rod (2), the pressure rod (4) and the suspension ring (6) are all made of HBR300 grade smooth round steel bars with a diameter of 10 mm, and the lengths of the diagonal support rod (2) and the pressure rod (4) are both 270 mm.

8. The plastering construction platform device according to claim 1, characterized in that: The base (1) and the manned platform (7) are both made of stainless steel rectangular flat tubes with a model of 70*50*3, and the length of the base (1) is 700 mm.

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