Diagonal bracing tool for phosphogypsum board construction partition wall

Abstract

The utility model discloses a diagonal bracing tool for a phosphogypsum board construction partition wall. The diagonal bracing tool comprises a bottom frame plate; braking universal rolling wheels are installed at the four corners of the bottom of the bottom frame plate, an inclined supporting body is installed on the bottom frame plate, the bottom end of the inclined supporting body and the bottom frame plate are rotatably installed, a telescopic inclined supporting rod is installed at the top end of the inclined supporting body, and the top end of the inclined supporting rod and the top end of the inclined supporting body are rotatably installed. Due to the fact that the phosphogypsum board to be installed is transported to the construction position of the steel structure frame on the inclined supporting body through the braking universal rolling wheels in a rolling mode, the labor intensity of manual carrying is reduced, and the problems that the whole weight load of the phosphogypsum board can be borne due to the fact that a hoisting steel structure plant is not provided with a cross beam, and carrying is inconvenient due to the large labor intensity of manual carrying are solved.

Description

Technical Field

[0001] The utility model relates to an oblique bracing tool for constructing a partition wall with a phosphogypsum board, and belongs to the technical field of building construction. Background Art

[0002] When the steel structure factory building adopts prefabricated phosphogypsum board to construct the partition wall, the steel structure frame is formed first, and then the phosphogypsum board is installed in the steel structure frame for contact and overlap to form the partition wall.

[0003] Since the overall size of the phosphogypsum board is large, the overall weight is heavy. Manual transportation to the steel structure frame for slow docking and installation is labor-intensive and inconvenient. Although the existing public method adopts clamping (see Chinese patent announcement number CN207826937U) and then hoisting for installation, the steel structure factory building has no beams that can bear the overall weight load of the phosphogypsum board, and there is a problem of inconvenience in transporting the phosphogypsum board as a whole to the steel structure frame. Utility Model Content

[0004] In order to solve the above technical problems, the utility model provides a diagonal bracing tool for constructing partition walls with phosphogypsum boards.

[0005] The utility model is realized through the following technical solutions.

[0006] The utility model provides a diagonal bracing tool for partition wall construction using phosphogypsum board, comprising:

[0007] chassis plate;

[0008] Braking universal rollers are installed at the four corners of the bottom of the base plate, and a diagonal support body is installed on the base plate. The bottom end of the diagonal support body is rotatably installed with the base plate, and a retractable diagonal support rod is installed at the top of the diagonal support body, and the top end of the diagonal support rod is rotatably installed with the top end of the diagonal support body.

[0009] A limit block is installed at the bottom of the diagonal support body through a telescopic support rod, and the limit block abuts against the bottom of the diagonal support body through the telescopic support rod.

[0010] The limit block is L-shaped; the supporting telescopic rod is a telescopic threaded rod or a hydraulic telescopic rod.

[0011] The diagonal support rod is a telescopic threaded telescopic rod or a hydraulic telescopic rod.

[0012] The beneficial effect of the utility model is that since the phosphogypsum board to be installed is rolled and transported to the steel structure frame construction site on the diagonal support body by the braking universal roller, the labor intensity of manual handling is reduced, and the problem of inconvenience in handling caused by the lack of beams in the hoisting steel structure factory building that can withstand the overall weight load of the phosphogypsum board and the high labor intensity of manual handling is solved. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a structural schematic diagram of the utility model during construction;

[0014] Figure 2 It is a structural schematic diagram of the utility model when the diagonal bracing tooling is in use;

[0015] Figure 3 This is a schematic diagram of the structure of the bottom edge installer of the phosphogypsum board of the utility model when it is in use;

[0016] Figure 4 It is a structural schematic diagram of the bottom edge installer of the phosphogypsum board of the utility model;

[0017] In the figure: 1-base plate; 11-brake universal roller; 12-floor plate; 13-phosphogypsum board; 2-diagonal support body; 21-diagonal support rod; 22-support telescopic rod; 23-limiting block; 31-telescopic adjustment foot A; 31-telescopic adjustment foot B; 33-telescopic adjustment foot V; 41-support backboard A; 42-support backboard B; 43-support backboard C; 5-slide plate; 9-steel structure frame. DETAILED DESCRIPTION

[0018] The technical solution of the utility model is further described below, but the scope of protection required is not limited to the description.

[0019] like Figures 1 to 4 shown.

[0020] The present application discloses a diagonal bracing tool for a partition wall constructed of a phosphogypsum board, comprising:

[0021] A base plate 1 with braking universal rollers 11 is installed at the four bottom corners, and a diagonal support body 2 is installed on the base plate 1. The bottom end of the diagonal support body 2 is rotatably installed with the base plate 1 through a hinge shaft, and a retractable diagonal support rod 21 is installed at the top of the diagonal support body 2. The top of the diagonal support rod 21 is rotatably installed with the top of the diagonal support body 2, and the bottom of the diagonal support rod 21 is rotatably installed with the base plate 1 through a hinge shaft.

[0022] An L-shaped limit block 23 is installed at the bottom of the diagonal support body 2 through a telescopic support rod 22 , and the limit block 23 abuts against the bottom of the diagonal support body 2 through the telescopic support rod 22 .

[0023] The phosphogypsum boards 13 stacked on the floor 12 are manually transferred to the diagonal bracing body 2 and limited by the limiting block 23, and are transported to the construction site of the steel structure frame 9 by the braking universal roller 11. The phosphogypsum boards 13 to be installed are on the diagonal bracing body 2 of the diagonal bracing tooling, and the installed phosphogypsum boards 13 are in the inner frame of the steel structure frame 9. Since the phosphogypsum boards 13 to be installed are rolled and transported to the construction site of the steel structure frame 9 on the diagonal bracing body 2 by the braking universal roller 11, the labor intensity of manual handling is reduced, and the problem of inconvenience in handling caused by the high labor intensity of manual handling and the lack of beams in the hoisting steel structure factory building that can withstand the overall weight load of the phosphogypsum boards and the high labor intensity of manual handling is solved.

[0024] After the phosphorus gypsum board 13 is transported to the construction site of the steel structure frame 9 through the diagonal bracing tooling, a phosphorus gypsum board bottom edge installer is used to match and protect the bottom edge of the phosphorus gypsum board before unloading.

[0025] A phosphogypsum board bottom edge installer 3 of the present application comprises:

[0026] The telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33 are fixed on the floor 12 at intervals. The diagonal support rod 21, supporting telescopic rod 22, telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33 are all composed of telescopic threaded telescopic rods or hydraulic telescopic rods.

[0027] A support back plate A41 is installed on the top of the telescopic adjustment foot A31, a support back plate B42 is installed on the top of the telescopic adjustment foot B32, one side of the support back plate B42 is rotatably hinged to the support back plate A41 through a hinge shaft, a support back plate C43 is installed on the top of the telescopic adjustment foot V33, and the other side of the support back plate B42 is rotatably hinged to the support back plate C43 through a hinge shaft; an elastically deformable skateboard 5 is bonded or bolted to the support back plate A41, the support back plate B42 and the support back plate C43, and the skateboard 5 is made of a discarded rubber outer tire to achieve elastic deformation. The skateboard 5 can obtain rigid support from the rigid plate body support back plates A41, the support back plates B42 and the support back plates C43.

[0028] The telescopic adjustment feet A31, B32 and V33 are controlled to increase their telescopic amounts in sequence, so that the slide plate 5 is elastically deformed and tilted toward the bottom edge of the diagonal support tooling docking the phosphorus gypsum board 13, and the supporting telescopic rod 22 is separated from the bottom edge of the phosphorus gypsum board 13 with the limit block 23, and the phosphorus gypsum board 13 is supported manually. Figure 2 shown.

[0029] Then, the telescopic adjustment foot A31 is controlled to increase the telescopic adjustment foot B32, and the telescopic adjustment foot V33 is controlled to decrease the telescopic adjustment foot. The phosphorus gypsum board 13 is manually supported to stand upright, and the telescopic adjustment foot B32 supports the main weight of the phosphorus gypsum board 13. The slide plate 5 is elastically deformed to wrap the bottom edge of the phosphorus gypsum board 13, as shown in FIG. Figure 3 and Figure 4 shown.

[0030] Finally, the telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33 are controlled to decrease in sequence, so that the slide plate 5 is elastically deformed and tilted toward the steel structure frame 9, so that the bottom edge of the phosphogypsum board 13 can slowly slide to the inner frame installation position of the steel structure frame 9 with the inclined slide plate 5.

[0031] It can be seen that by controlling the extension and retraction amount of the telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33, the slide plate 5 is elastically deformed to support and guide the phosphogypsum board 13 to be installed at the inner frame installation position of the steel structure frame 9, thereby solving the problem of using the U-shaped card slot to manually lift the phosphogypsum board as a whole to the inner frame height of the steel structure frame for docking.

[0032] The present invention discloses a method for installing a partition wall using a phosphogypsum board, comprising the following steps:

[0033] Transportation of the phosphogypsum board 13: Roll the diagonal bracing tooling of the phosphogypsum board construction partition wall to the phosphogypsum board 13 stacked on the floor 12, manually transfer the phosphogypsum board 13 to the diagonal bracing body 2 to be limited by the limiting block 23, and transport it to the construction site of the steel structure frame 9 through the braking universal roller 11; since the phosphogypsum board 13 to be installed is rolled and transported to the construction site of the steel structure frame 9 on the diagonal bracing body 2 by the braking universal roller 11, the labor intensity of manual transportation is reduced, and the problem of inconvenience in transportation caused by the high labor intensity of manual transportation in the hoisting steel structure factory building without beams that can withstand the overall weight load of the phosphogypsum board and the high labor intensity of manual transportation is solved.

[0034] Phosphorus gypsum board 13 is installed in pairs: the telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33 of the bottom edge installer of the phosphorus gypsum board are fixed on the floor 12 at intervals, and the telescopic adjustment feet A31, telescopic adjustment feet B32, and telescopic adjustment feet V33 are controlled to make the slide plate 5 dock with the bottom edge of the phosphorus gypsum board 13, and then the bottom edge of the phosphorus gypsum board 13 is guided by the slide plate 5 and installed to the inner frame installation position of the steel structure frame 9.

Claims

1. A diagonal bracing tool for construction of partition walls with phosphogypsum board, characterized in that: include: Base frame plate (1); Braking universal rollers (11) are installed at the four bottom corners of the base plate (1), a diagonal support body (2) is installed on the base plate (1), the bottom end of the diagonal support body (2) is rotatably installed with the base plate (1), a telescopic diagonal support rod (21) is installed at the top end of the diagonal support body (2), and the top end of the diagonal support rod (21) is rotatably installed with the top end of the diagonal support body (2).

2. The diagonal bracing tool for partition wall construction using phosphogypsum board as claimed in claim 1, characterized in that: A limit block (23) is installed at the bottom of the diagonal support body (2) via a telescopic support telescopic rod (22), and the limit block (23) abuts against the bottom of the diagonal support body (2) by the telescopic support telescopic rod (22).

3. The diagonal bracing tool for partition wall construction using phosphogypsum board as claimed in claim 2, characterized in that: The limiting block (23) is L-shaped.

4. The diagonal bracing tool for partition wall construction using phosphogypsum board as claimed in claim 2, characterized in that: The supporting telescopic rod (22) is a telescopic threaded telescopic rod or a hydraulic telescopic rod.

5. The diagonal bracing tool for partition wall construction using phosphogypsum board as claimed in claim 1, characterized in that: The diagonal support rod (21) is a telescopic threaded telescopic rod or a hydraulic telescopic rod.

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