Mounting platform for steel plate shear wall

Abstract

The utility model discloses a mounting platform for a steel plate shear wall, the steel plate shear wall is located between two existing steel columns and at the bottom of the existing steel beams, and the mounting platform comprises two vertical operating platforms used for welding the two sides of the steel plate shear wall with the two existing steel columns, the two vertical operation platforms are detachably connected to the two existing steel columns correspondingly. The transverse operation platform is used for welding the top of the steel plate shear wall and the existing steel beam, the transverse operation platform is detachably connected to the steel plate shear wall, the transverse operation platform is located between the two vertical operation platforms, and the construction efficiency is improved by arranging the installation platform.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to an installation platform for steel plate shear walls. Background Technology

[0002] In steel structure construction, the installation and welding of steel plate shear walls are frequently encountered. It is necessary to hoist the steel plate shear wall into the steel frame and weld it into place. In the traditional construction of steel plate shear walls, it is necessary to process and weld a basket-type welding platform on site. The basket-type welding platform is then hoisted and moved vertically by a hoisting device. Construction workers then weld the steel plate shear wall on the basket-type welding platform as it moves. This construction method requires hoisting equipment and has poor safety. Utility Model Content

[0003] The purpose of this utility model is to overcome the defects of the prior art and provide an installation platform for steel plate shear walls. By detachably connecting the vertical operating platform and the horizontal operating platform, it is convenient for construction personnel to freely move up and down to weld the steel plate shear walls. At the same time, it is also convenient to recycle and improves construction efficiency.

[0004] To achieve the above objectives, the technical solution adopted by this utility model is an installation platform for a steel plate shear wall, wherein the steel plate shear wall is located between two existing steel columns and at the bottom of an existing steel beam, and the installation platform includes:

[0005] Two vertical operating platforms are used to weld the two sides of the steel plate shear wall to two existing steel columns, and the two vertical operating platforms are detachably connected to the two existing steel columns respectively.

[0006] A transverse operating platform for welding the top of a steel plate shear wall to an existing steel beam, the transverse operating platform being detachably connected to the steel plate shear wall and located between two of the vertical operating platforms.

[0007] A further improvement of this utility model for the installation platform of steel plate shear walls is that the lateral operating platform includes:

[0008] A first platform plate is provided along the length of the existing steel beam;

[0009] Multiple triangular supports are spaced apart along the length of the existing steel beam. The tops of the multiple triangular supports together form a support surface for supporting the first platform plate. Each triangular support can be detachably connected to the steel plate shear wall.

[0010] A railing is installed along the length of the existing steel beam, and the railing is connected to the top of the first platform plate on the side relatively away from the steel plate shear wall.

[0011] A further improvement of this utility model for the installation platform of steel plate shear walls is that the railing includes multiple stops spaced apart along the length of the first platform plate, and a retaining rope for connecting the multiple stops in series.

[0012] A further improvement of this utility model for the installation platform of steel plate shear walls is that the triangular support includes an L-shaped rod and an inclined rod connecting the two ends of the L-shaped rod. A first hook is connected to the vertical rod of the L-shaped rod, and a first hanging hole is opened in the steel plate shear wall for the first hook to be attached. The first platform plate is supported on the top of the horizontal rod of the L-shaped rod.

[0013] A further improvement of this utility model for the installation platform of steel plate shear walls is that the vertical operating platform includes:

[0014] Four vertically arranged columns are arranged in a rectangular pattern. Two of the columns are connected to a second hook on the same side. The existing steel columns are provided with second hanging holes for the second hooks to be attached.

[0015] Multiple second platform plates are spaced apart along the length of the columns. Each second platform plate is housed within the space enclosed by the four columns and is connected to the four columns. A construction space for construction personnel to enter is formed between two adjacent second platform plates.

[0016] A ladder for construction workers to go up and down is located on one side of a plurality of second platform plates and is connected in series with the plurality of second platform plates. A gap is formed between the ladder and the adjacent column to allow construction workers to enter the construction space.

[0017] Compared with the prior art, the advantages of this utility model are:

[0018] The detachable connection between the vertical and horizontal operating platforms allows construction workers to move freely up and down to weld the steel plate shear walls, while also facilitating turnover and improving construction efficiency. Attached Figure Description

[0019] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0020] Figure 1 This is a schematic diagram showing the usage state of the installation platform of this utility model for steel plate shear walls.

[0021] Figure 2This is a schematic diagram of the connection state of the steel plate shear wall in the installation platform of this utility model for steel plate shear walls.

[0022] Figure 3 This is a detailed structural drawing of the horizontal operating platform for the installation platform of the present invention used in steel plate shear walls.

[0023] Figure 4 This is a detailed drawing of the triangular support structure of the installation platform for steel plate shear walls according to this utility model.

[0024] Figure 5 This is a detailed structural drawing of the vertical operating platform for the installation platform of the present invention used in steel plate shear walls.

[0025] In the diagram: 1. Existing steel beam; 2. Existing steel column; 3. Steel plate shear wall; 4. Horizontal operating platform; 401. Triangular support; 4011. Vertical bar; 4012. Horizontal bar; 4013. Diagonal bar; 4014. Connecting plate; 402. First platform plate; 403. Stop bar; 404. Rope stop; 5. Vertical operating platform; 501. Column; 502. Second hook; 503. Ladder; 504. Second platform plate; 6. Second suspension hole; 7. First suspension hole. Detailed Implementation

[0026] The following specific examples illustrate the implementation of this utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. This utility model can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this utility model.

[0027] The following describes the installation platform of this utility model for steel plate shear walls, with reference to the accompanying drawings and specific embodiments. The steel plate shear wall 3 is located between two existing steel columns 2 and at the bottom of the existing steel beam 1. The installation platform includes:

[0028] Two vertical operating platforms 5 are used to weld the two sides of the steel plate shear wall 3 to the two existing steel columns 2. The two vertical operating platforms 5 are detachably connected to the two existing steel columns 2 respectively.

[0029] A transverse operating platform 4 is used to weld the top of the steel plate shear wall 3 to the existing steel beam 1. The transverse operating platform 4 is detachably connected to the steel plate shear wall 3 and is located between the two vertical operating platforms 5.

[0030] Specifically, when installing the steel plate shear wall 3, the two vertical operating platforms 5 are first installed on the two existing steel columns 2 respectively. The construction workers then weld the two sides of the steel plate shear wall 3 to the two existing steel columns 2 for positioning. Then, the horizontal operating platform 4 is installed on the steel plate shear wall 3, and the construction workers then weld the top of the steel plate shear wall 3 to the existing steel beam 1 for positioning.

[0031] First, the steel plate shear wall 3 is connected and limited to two existing steel columns 2 to ensure the stability of the steel plate shear wall 3, and to ensure the stability when the horizontal operating platform 4 is subsequently hung on the steel plate shear wall 3.

[0032] Preferably, the lateral operating platform 4 includes:

[0033] A first platform plate 402 is installed along the length of the existing steel beam 1;

[0034] Multiple triangular supports 401 are spaced apart along the length of the existing steel beam 1. The tops of the multiple triangular supports 401 together form a support surface for the first platform plate 402 to support. Each triangular support 401 is detachably connected to the steel plate shear wall 3.

[0035] A railing is installed along the length of the existing steel beam 1, and the railing is connected to the top of the first platform plate 402 on the side relatively away from the steel plate shear wall 3.

[0036] Preferably, the railing includes a plurality of stops 403 spaced apart along the length of the first platform plate 402, and a retaining rope 404 for connecting the plurality of stops 403 in series.

[0037] Specifically, there are multiple guide ropes 404, and the guide ropes 404 are spaced apart along the height direction of the stop bar 403.

[0038] By setting up multiple retaining ropes 404, the construction safety of the transverse operating platform 4 is improved.

[0039] Preferably, the triangular support 401 includes an L-shaped rod and an inclined rod 4013 connecting the two ends of the L-shaped rod. A first hook is connected to the vertical rod 4011 of the L-shaped rod. A first hanging hole 7 is provided on the steel plate shear wall 3 for the first hook to be attached. The first platform plate 402 is supported on the top of the horizontal rod 4012 of the L-shaped rod.

[0040] Specifically, one end of the horizontal bar 4012 is hinged to the vertical bar 4011, and both ends of the diagonal bar 4013 are respectively hinged to the horizontal bar 4012 and the vertical bar 4011. The diagonal bar 4013 is a hydraulic telescopic bar. The top of the horizontal bar 4012 is connected to a connecting plate 4014 for connecting the first platform plate 402. The connecting plate 4014 and the first platform plate 402 are connected by bolts.

[0041] By setting the horizontal bar 4012, the vertical bar 4011, and the diagonal bar 4013 to a hinged form, the tilt angle of the horizontal bar can be adjusted according to site requirements to meet construction requirements.

[0042] Preferably, the vertical operating platform 5 includes:

[0043] Four vertically arranged columns 501 are arranged in a rectangular shape. Two of the columns 501 are connected to a second hook 502 on the same side. The existing steel column 2 is provided with a second hanging hole 6 for the second hook 502 to be hung.

[0044] Multiple second platform plates 504 are spaced apart along the length of the column 501. Each second platform plate 504 is housed within the space enclosed by the four columns 501 and is connected to the four columns 501. A construction space for construction personnel to enter is formed between two adjacent second platform plates 504.

[0045] A ladder 503 for construction workers to go up and down is located on one side of a plurality of second platform plates 504 and is connected in series with the plurality of second platform plates 504. A gap is formed between the ladder 503 and the adjacent column 501 to allow construction workers to enter the construction space.

[0046] When construction workers go up or down the ladder 503, they need to be suspended by safety ropes to the existing structure at the top to reduce safety hazards.

[0047] Specifically, the interval between two adjacent second platform plates 504 is controlled between 2m and 2.5m.

[0048] By limiting the interval between two adjacent second platform plates 504, the construction space is prevented from being too small and affecting construction, while the construction space is prevented from being too large and affecting the stability of the vertical operating platform 5.

[0049] Specifically, the ladder 503 is located on one side relatively close to the transverse operating platform 4.

[0050] Both ends of the horizontal operating platform 4 and the two vertical operating platforms 5 form a first space for people to pass through. Construction workers can climb up to the first space via the ladder 503 and then directly enter the horizontal operating platform 4.

[0051] It should be noted that the structures, proportions, sizes, etc., illustrated in the accompanying drawings are merely for illustrative purposes to aid those skilled in the art and are not intended to limit the scope of this invention. Therefore, they have no substantial technical significance. Any modifications to the structure, changes in proportions, or adjustments to size, without affecting the effectiveness and purpose of this invention, should still fall within the scope of the disclosed technical content. Furthermore, the terms "upper," "lower," "left," "right," "middle," and "one" used in this specification are merely for clarity and not intended to limit the scope of this invention. Changes or adjustments to their relative relationships, without substantially altering the technical content, should also be considered within the scope of this invention.

[0052] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any way. Although the present utility model has been disclosed above with reference to a preferred embodiment, it is not intended to limit the present utility model. Any person skilled in the art can make some modifications or alterations to the above-disclosed technical content to create equivalent embodiments without departing from the scope of the present utility model's technical solution. Any simple modifications, equivalent changes, and alterations made to the above embodiments based on the technical essence of the present utility model without departing from the content of the present utility model's technical solution shall still fall within the scope of the present utility model's technical solution.

Claims

1. An installation platform for a steel plate shear wall, the steel plate shear wall being located between two existing steel columns and at the bottom of an existing steel beam, characterized in that, The installation platform includes: Two vertical operating platforms are used to weld the two sides of the steel plate shear wall to two existing steel columns, and the two vertical operating platforms are detachably connected to the two existing steel columns respectively. A transverse operating platform for welding the top of a steel plate shear wall to an existing steel beam, the transverse operating platform being detachably connected to the steel plate shear wall and located between two of the vertical operating platforms.

2. The installation platform for steel plate shear walls as described in claim 1, characterized in that, The lateral operation platform includes: A first platform plate is provided along the length of the existing steel beam; Multiple triangular supports are spaced apart along the length of the existing steel beam. The tops of the multiple triangular supports together form a support surface for supporting the first platform plate. Each triangular support can be detachably connected to the steel plate shear wall. A railing is installed along the length of the existing steel beam, and the railing is connected to the top of the first platform plate on the side relatively away from the steel plate shear wall.

3. The installation platform for steel plate shear walls as described in claim 2, characterized in that, The railing includes a plurality of guardrails spaced apart along the length of the first platform plate, and a retaining rope for connecting the plurality of guardrails.

4. The installation platform for steel plate shear walls as described in claim 2, characterized in that, The triangular support includes an L-shaped rod and an inclined rod connecting the two ends of the L-shaped rod. A first hook is connected to the vertical part of the L-shaped rod. A first hanging hole is opened in the steel plate shear wall for the first hook to be hung. The first platform plate is supported on the top of the horizontal part of the L-shaped rod.

5. The installation platform for steel plate shear walls as described in claim 1, characterized in that, The vertical operating platform includes: Four vertically arranged columns are arranged in a rectangular pattern. Two of the columns are connected to a second hook on the same side. The existing steel columns are provided with second hanging holes for the second hooks to be attached. Multiple second platform plates are spaced apart along the length of the columns. Each second platform plate is housed within the space enclosed by the four columns and is connected to the four columns. A construction space for construction personnel to enter is formed between two adjacent second platform plates. A ladder for construction workers to go up and down is located on one side of a plurality of second platform plates and is connected in series with the plurality of second platform plates. A gap is formed between the ladder and the adjacent column to allow construction workers to enter the construction space.

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