Press-in type steel skeleton structure of plastic building template

Abstract

The utility model discloses a press-in type steel skeleton structure of a plastic building template, which belongs to the technical field of building template steel skeletons, a base is a base main body, a guide groove is arranged on the base, a sliding block is arranged in the guide groove, a back plate I and a back plate II are arranged on the sliding block, a baffle column is arranged in the middle of the guide groove, and the baffle column is arranged on the base main body. A vertical steel framework and a transverse steel framework are distributed on the first back plate and the second back plate, the first back plate and the second back plate are of oppositely-moving structures, building formworks with different widths can be adapted, the vertical steel framework and the transverse steel framework are of steel framework structures, monitoring grooves are formed in the vertical steel framework and the transverse steel framework respectively, and the monitoring grooves are communicated with the monitoring grooves. And a level gauge and a data transmission piece are installed in the monitoring groove, the level gauge monitors the level in the vertical steel framework and the horizontal steel framework, monitored data are transmitted to the operation control equipment through the data transmission piece to be recorded and prompted, and the functions of real-time monitoring and convenient replacement are achieved.

Description

Technical Field

[0001] The utility model relates to a plastic building template press-in steel frame structure, belonging to the technical field of building template steel frames. Background Art

[0002] For example, the application number CN108590166A discloses an assembled cast-in-place concrete shear wall formwork system, which includes a C-shaped steel truss composed of a plurality of C-shaped steels connected with horizontal steel bars, through holes are punched on the two side vertical edges of the porous C-shaped steel, rivet nuts are installed in the through holes, and also includes a tension screw rod at one end which can be screwed into the rivet nut and a waterstop pad sleeved on the tension screw rod, the waterstop pad rod includes an inner and outer part, the inner waterstop pad part is composed of three sections of sleeves with outer diameters gradually decreasing from the inside to the outside and the outermost section has an external thread, and the outer waterstop pad part is a nut, thereby realizing the application of detachable formwork in assembled buildings, and due to the design and use of protective layer pads, the C-shaped steel truss can replace part or all of the vertical steel bars of the concrete shear wall, thereby reducing the cost while ensuring the quality of the assembled cast-in-place concrete wall.

[0003] Based on the search and analysis, the existing technology still has deficiencies:

[0004] The prior art requires manual pulling operation during use and is unable to monitor whether the steel frame is bent. Therefore, a plastic building formwork press-in steel frame structure is needed to improve the above-mentioned shortcomings. Utility Model Content

[0005] The main purpose of the utility model is to provide a plastic building template pressed into a movable splicing type steel frame structure.

[0006] The purpose of the utility model can be achieved by adopting the following technical solutions:

[0007] A plastic building template press-in steel frame structure, comprising a base for limiting position, a guide groove is provided on the base, and a slider is slidably connected in the guide groove;

[0008] A back plate 1 and a back plate 2 are installed on the slider, a vertical steel frame and a horizontal steel frame are distributed on one side of the back plate 1 and the back plate 2, and a level meter and a data transmission component are installed in the vertical steel frame and the horizontal steel frame.

[0009] Preferably, a column drivingly connected to the back plate 1 and the back plate 2 is installed in the guide groove, and the level is used in conjunction with the data transmission component.

[0010] Preferably, the vertical steel frame and the transverse steel frame are superimposed and connected.

[0011] Preferably, the vertical steel frame and the horizontal steel frame are combined and connected with the back panel one and the back panel two.

[0012] Preferably, the level monitors the right angles in the monitoring grooves on the vertical steel skeleton and the horizontal steel skeleton.

[0013] Preferably, back plate 1 and back plate 2 move toward each other along the guide groove.

[0014] Beneficial technical effects of the utility model:

[0015] The utility model provides a plastic building template press-in steel frame structure, the base is the base body, the base is provided with a guide groove, a slider is installed in the guide groove, a back plate 1 and a back plate 2 are installed on the slider, a pillar is installed in the middle of the guide groove, a vertical steel frame and a horizontal steel frame are distributed on the back plate 1 and the back plate 2, the back plate 1 and the back plate 2 are structures that move in opposite directions, so that building templates of different widths can be adapted, and the back plate 1 and the back plate 2 can be connected by pushing or pulling;

[0016] The vertical steel frame and the transverse steel frame are steel frame structures, and monitoring slots are respectively opened in the vertical steel frame and the transverse steel frame. Level meters and data transmission components are respectively installed in the monitoring slots. The level meters monitor the levels inside the vertical steel frame and the transverse steel frame, and the monitored data are transmitted to the operation control device through the data transmission component for recording and prompting, thereby realizing real-time monitoring and easy replacement functions. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the overall three-dimensional structure of a device according to a preferred embodiment of a plastic building template press-in steel skeleton structure of the utility model;

[0018] Figure 2 It is a schematic diagram of the interior of a steel frame according to a preferred embodiment of a plastic building template press-in steel frame structure of the utility model;

[0019] Figure 3 It is an overall side view of a preferred embodiment of a plastic building formwork press-in steel skeleton structure according to the utility model.

[0020] In the figure: 1. base; 2. guide groove; 3. back plate 1; 4. slider; 5. vertical steel frame; 6. horizontal steel frame; 7. monitoring slot; 8. pillar; 9. level; 10. data transmission component; 11. back plate 2. DETAILED DESCRIPTION

[0021] In order to make the technical solution of the present invention more clear and specific to those skilled in the art, the present invention is further described in detail below in conjunction with embodiments and drawings, but the implementation methods of the present invention are not limited thereto.

[0022] like Figure 1 - Figure 3 As shown, a plastic building template press-in steel frame structure provided in this embodiment includes a base 1 for limiting position, a guide groove 2 is provided on the base 1, and a slider 4 is slidably connected in the guide groove 2;

[0023] The slider 4 is provided with a back plate 1 3 and a back plate 2 11 , and a vertical steel frame 5 and a horizontal steel frame 6 are distributed on one side of the back plate 1 3 and the back plate 2 11 , and a level 9 and a data transmission component 10 are installed inside the vertical steel frame 5 and the horizontal steel frame 6 .

[0024] A support column 8 drivingly connected to the back plate 1 3 and the back plate 2 11 is installed in the guide groove 2, and a level meter 9 is used in conjunction with a data transmission component 10.

[0025] The vertical steel frame 5 and the transverse steel frame 6 are superimposed and connected.

[0026] The vertical steel frame 5 and the horizontal steel frame 6 are combined and connected with the back plate 1 3 and the back plate 2 11 .

[0027] The level meter 9 monitors the right angles in the monitoring grooves 7 on the vertical steel skeleton 5 and the horizontal steel skeleton 6.

[0028] The back plate 1 3 and the back plate 2 11 move toward each other along the guide groove 2 .

[0029] like Figure 1 - Figure 3 As shown, the working process of a plastic building template press-in steel frame structure provided by the present embodiment is as follows: the building template is placed on the base 1, and after being placed, the back plate 1 3 and the back plate 2 11 are driven by the driving member on the pillar 8 in the guide groove 2 to move inward, and during the movement, the transverse steel frame 6 is pressed into the building template for clamping and clamping, and during the clamping process, the horizontal level 9 in the monitoring groove 7 provided on the transverse steel frame 6 is used to monitor whether the transverse steel frame 6 is deformed, and the situation monitored by the level 9 is transmitted through the data transmission member 10.

[0030] Embodiment 1

[0031] like Figure 1 - Figure 3 As shown, the base 1 is a base body, a guide groove 2 is opened on the base 1, a slider 4 is installed in the guide groove 2, a back plate 1 3 and a back plate 2 11 are installed on the slider 4, a pillar 8 is installed in the middle of the guide groove 2, vertical steel frames 5 and horizontal steel frames 6 are distributed on the back plates 1 3 and the back plates 2 11, the back plates 1 3 and the back plates 2 11 are structures that move in opposite directions, so as to adapt to building templates of different widths, and the back plates 1 3 and the back plates 2 11 can be push-connected or pull-connected.

[0032] Embodiment 2

[0033] like Figure 1 - Figure 3 As shown, the vertical steel frame 5 and the horizontal steel frame 6 are steel frame structures, and monitoring slots 7 are respectively opened in the vertical steel frame 5 and the horizontal steel frame 6. A level 9 and a data transmission component 10 are respectively installed in the monitoring slots 7. The level 9 monitors the level inside the vertical steel frame 5 and the horizontal steel frame 6, and the monitored data is transmitted to the operation control device through the data transmission component 10 for recording and prompting, thereby realizing real-time monitoring and easy replacement functions.

[0034] The above is only a further embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the scope disclosed by the present invention according to the technical solution and concept of the present invention, which fall within the protection scope of the present invention.

Claims

1. A plastic building template press-in steel frame structure, comprising a base (1) for limiting position, a guide groove (2) is provided on the base (1), and a slider (4) is slidably connected in the guide groove (2); Features: A back plate 1 (3) and a back plate 2 (11) are mounted on the slider (4); a vertical steel frame (5) and a horizontal steel frame (6) are distributed on one side of the back plate 1 (3) and the back plate 2 (11); and a level (9) and a data transmission component (10) are mounted inside the vertical steel frame (5) and the horizontal steel frame (6).

2. A plastic building formwork press-in steel skeleton structure according to claim 1, characterized in that: A support column (8) drivingly connected to the first back plate (3) and the second back plate (11) is installed in the guide groove (2), and a level meter (9) is used in conjunction with a data transmission component (10).

3. A plastic building formwork press-in steel skeleton structure according to claim 2, characterized in that: The vertical steel frame (5) and the horizontal steel frame (6) are superimposed and connected.

4. A plastic building formwork press-in steel skeleton structure according to claim 3, characterized in that: The vertical steel frame (5) and the horizontal steel frame (6) are combined and connected with the back plate one (3) and the back plate two (11).

5. The plastic building formwork press-in steel skeleton structure according to claim 1, characterized in that: The level meter (9) monitors the right angles in the monitoring grooves (7) on the vertical steel frame (5) and the horizontal steel frame (6).

6. A plastic building formwork press-in steel skeleton structure according to claim 4, characterized in that: The back plate one (3) and the back plate two (11) move in opposite directions along the guide groove (2).

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