Comprehensive horse stool for controlling thickness of integrated floor slab and thickness of reinforcing steel bar protective layer

Abstract

The utility model relates to the technical field of building construction, in particular to a comprehensive horse stool for controlling the thickness of an integrated floor slab and the thickness of a reinforcing steel bar protective layer, which comprises a horse stool foot stool placed on the surface of a template. The end part of the horse stool stand column is connected with the horse stool foot stool; the upper-layer horizontal supporting ribs are connected with one sides of the horse stool stand columns, and the upper-layer horizontal supporting ribs are located below the floor slab surface ribs; the lower-layer horizontal supporting ribs are connected with one sides of the horse stool stand columns, and the lower-layer horizontal supporting ribs are located below the floor bottom ribs; the device can accurately control the thickness of the protective layer of the floor surface rib and the bottom rib and the thickness of the floor.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and particularly relates to a comprehensive stool for controlling the slab thickness and the thickness of the steel bar protection layer of a combined floor slab. Background Art

[0002] When binding steel bars for a structural floor slab, it is necessary to control the slab thickness and the thickness of the protection layer. During construction with traditional techniques, it is necessary to use cushion blocks, stools, and slab thickness controllers, and the construction process is cumbersome, and there are many types of material requirements. Since the cushion blocks, stools, and slab thickness controllers are scattered, it is impossible to effectively and precisely control the slab thickness and the thickness of the protection layer during construction, resulting in large deviations in the slab thickness and the thickness of the protection layer of the solid structural slab, which is not conducive to physical inspection. Therefore, a comprehensive stool for controlling the slab thickness and the thickness of the steel bar protection layer of a combined floor slab is needed. Summary of the Invention

[0003] In view of the above deficiencies in the prior art, the utility model provides a comprehensive stool for controlling the slab thickness and the thickness of the steel bar protection layer of a combined floor slab, so as to solve the problem that during the construction of an existing structural floor slab, the slab thickness and the thickness of the protection layer cannot be effectively and precisely controlled, resulting in large deviations in the slab thickness and the thickness of the protection layer of the solid structural slab, which is not conducive to physical inspection.

[0004] In order to solve the above technical problems, the utility model adopts the following technical solutions:

[0005] A comprehensive stool for controlling the slab thickness and the thickness of the steel bar protection layer of a combined floor slab, comprising a stool leg frame placed on the surface of a formwork; a stool column, with the end of the stool column connected to the stool leg frame; an upper layer horizontal support bar connected to one side of the stool column and located below the floor slab surface steel bars; and a lower layer horizontal support bar connected to one side of the stool column and located below the floor slab bottom steel bars, whereby the thickness of the protection layer of the floor slab surface steel bars and the bottom steel bars and the thickness of the floor slab can be precisely controlled, and at the same time, the types of building materials used can be reduced, and materials can be saved.

[0006] Further, the upper layer horizontal support bar is firmly tied to the floor slab surface steel bars with binding wire, and the lower layer horizontal support bar is firmly tied to the floor slab bottom steel bars with binding wire, whereby the comprehensive stool can be tied and fixed together with the floor slab steel bars to form a unified whole, avoiding loosening and tilting of the comprehensive stool.

[0007] Further, the stool column is vertically installed at the longitudinal and transverse intersection points of the floor slab surface steel bars and the floor slab bottom steel bars, which is convenient for construction and saves construction time. Description of the Drawings

[0008] Figure 1Front view structural schematic diagram of an embodiment of a comprehensive stirrup for controlling the thickness of a composite floor slab and the thickness of the steel bar protective layer according to the present utility model;

[0009] Figure 2 Top view structural schematic diagram of an embodiment of a comprehensive stirrup for controlling the thickness of a composite floor slab and the thickness of the steel bar protective layer according to the present utility model;

[0010] Reference numerals in the accompanying drawings of the specification:

[0011] Stirrup footrest 1, stirrup column 2, upper horizontal support bar 3, floor slab top reinforcement 4, lower horizontal support bar 5, floor slab bottom reinforcement 6. Detailed implementation manners

[0012] In order to enable those skilled in the art to better understand the present utility model, the technical solutions of the present utility model will be further described below with reference to the accompanying drawings and embodiments.

[0013] Among them, the accompanying drawings are only for illustrative purposes, showing only schematic diagrams, not physical diagrams, and should not be construed as a limitation to this patent; in order to better illustrate the embodiments of the present utility model, some components in the accompanying drawings will be omitted, enlarged or reduced, and do not represent the dimensions of the actual product; for those skilled in the art, it is understandable that some well-known structures and their descriptions in the accompanying drawings may be omitted.

[0014] Embodiment:

[0015] As Figure 1 - Figure 2 shown, a comprehensive stirrup for controlling the thickness of a composite floor slab and the thickness of the steel bar protective layer according to the present utility model includes a stirrup footrest 1, and the stirrup footrest 1 is placed on the surface of the formwork; a stirrup column 2, and the end of the stirrup column 2 is connected to the stirrup footrest 1; an upper horizontal support bar 3, the upper horizontal support bar 3 is connected to one side of the stirrup column 2, and the upper horizontal support bar 3 is located below the floor slab top reinforcement 4; a lower horizontal support bar 5, the lower horizontal support bar 5 is connected to one side of the stirrup column 2, and the lower horizontal support bar 5 is located below the floor slab bottom reinforcement 6, whereby the thickness of the protective layer of the floor slab top reinforcement and bottom reinforcement and the thickness of the floor slab can be accurately controlled, and at the same time, the types of building materials used can be reduced, and materials can be saved.

[0016] The upper horizontal support bar 3 and the floor slab top reinforcement 4 are firmly tied together with binding wire, and the lower horizontal support bar 5 and the floor slab bottom reinforcement 6 are firmly tied together with binding wire, whereby the comprehensive stirrup can be tied and fixed together with the floor slab steel bars to form a unified whole, avoiding loosening and tilting of the comprehensive stirrup.

[0017] The stirrup column 2 is vertically arranged at the longitudinal and transverse intersection points of the floor slab top reinforcement 4 and the floor slab bottom reinforcement 6, whereby construction is facilitated and construction time is saved.

[0018] The above are only embodiments of the present utility model. Specific structures and common knowledge such as characteristics that are well-known in the art are not described in detail herein. Those of ordinary skill in the art know all the common general technical knowledge in the technical field to which the utility model pertains before the filing date or the priority date, are able to acquire all the existing technologies in this field, and have the ability to apply conventional experimental means before this date. Those of ordinary skill in the art can, under the inspiration given in this application, combine their own abilities to improve and implement this solution. Some typical well-known structures or well-known methods should not become obstacles for those of ordinary skill in the art to implement this application. It should be noted that for those skilled in the art, without departing from the structure of the present utility model, several deformations and improvements can still be made, and these should also be regarded as the protection scope of the present utility model, and these will not affect the implementation effect of the present utility model and the practicality of the patent.

Claims

1. A comprehensive horse stool for controlling the thickness of the collective floor slab and the thickness of the steel bar protective layer, characterized in that: include: A horse stool foot frame (1), wherein the horse stool foot frame (1) is placed on the template surface; A horse stool column (2), the end of which is connected to the horse stool foot frame (1); Upper horizontal support ribs (3), the upper horizontal support ribs (3) are connected to one side of the horse stool column (2), and the upper horizontal support ribs (3) are located below the floor slab ribs (4); The lower horizontal support ribs (5) are connected to one side of the horse stool column (2), and the lower horizontal support ribs (5) are located below the floor slab bottom ribs (6).

2. A comprehensive horse stool for controlling the thickness of the collective floor slab and the thickness of the steel bar protective layer as claimed in claim 1, characterized in that: The upper horizontal support ribs (3) and the floor surface ribs (4) are tied securely with wire ties, and the lower horizontal support ribs (5) and the floor bottom ribs (6) are tied securely with wire ties.

3. A comprehensive horse stool for controlling the thickness of the collective floor slab and the thickness of the steel bar protective layer as claimed in claim 2, characterized in that: The horse stool column (2) is vertically arranged at the longitudinal and transverse intersections of the floor slab surface reinforcement (4) and the floor slab bottom reinforcement (6).

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