Steel bar protective cover plate thickness comprehensive control device

Abstract

The utility model discloses a comprehensive control device for the plate thickness of a reinforcing steel bar protective cover, which relates to the technical field of building construction and particularly comprises a reinforcing steel bar protective cover concrete base, a triangular iron plate A is arranged on the upper surface of the reinforcing steel bar protective cover concrete base, and a supporting reinforcing steel bar is fixedly connected to the upper surface of the triangular iron plate A; a triangular iron plate B is fixedly connected to the upper surface of the supporting steel bar. The steel bar protective cover plate thickness comprehensive control device is simple in structure, can fully utilize waste steel bars, residual concrete and other materials on a construction site to reduce material waste, is simple and fast to manufacture, is practical on site, can effectively guarantee the consistency of the plate thickness and steel bar protective cover control, and improves the production efficiency. The device has great advantages especially in cast-in-place of large-area industrial factory building floors, floors with waterproof requirements, roof panels and the like, and can be used for hanging formworks of water rooms, so that the risk of water leakage can be effectively reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a comprehensive control device for the thickness of a steel bar protective layer. Background Art

[0002] The thickness of cast-in-place concrete slab is the main indicator affecting the quality of cast-in-place structure, and the thickness of steel bar protective layer is an important indicator affecting the stress and durability of components. Accurately controlling the thickness of floor slab and the thickness of steel bar protective layer is a main process in the construction of cast-in-place reinforced concrete slab. Now construction units mostly adopt the method of separate control. The slab thickness is mostly controlled by pulling wires, on-site measurement and other methods, and the protective layer is mostly controlled by plastic pads and steel bar stools.

[0003] The disadvantage of the separate control method by the construction unit is that the separate control of two interrelated indicators will affect the qualified rate of the protective layer due to the deviation in the control of the slab thickness elevation, and the slab thickness control is greatly affected by the small number of elevation measurement points in large-area cast-in-place slabs, roof panels, etc. According to actual inspections, the comprehensive qualified rate of slab thickness is currently between 60% and 90%, and the comprehensive qualified rate of steel bar protective layer thickness is between 35% and 85%, which cannot guarantee the acceptance requirements of cast-in-place concrete slabs. Utility Model Content

[0004] The utility model aims to provide a comprehensive control device for the thickness of a steel bar protective layer, which solves the problem that the qualified rate of the protective layer is affected due to the deviation of the plate thickness elevation control caused by the separate control of two interrelated indicators, and the plate thickness control is greatly affected by the small number of elevation measurement points in large-area cast-in-place plates, roof panels and the like. According to actual detection, the comprehensive qualified rate of the plate thickness is between 60% and 90%, and the comprehensive qualified rate of the steel bar protective layer thickness is between 35% and 85%, which cannot guarantee the acceptance requirements of the concrete cast-in-place plates.

[0005] To achieve the above objectives, the utility model is implemented through the following technical scheme: it includes a steel bar protective layer concrete base, the upper surface of the steel bar protective layer concrete base is provided with an A triangular iron plate, the upper surface of the A triangular iron plate is fixedly connected with supporting steel bars, the upper surface of the supporting steel bars is fixedly connected with a B triangular iron plate, the upper surface of the B triangular iron plate is fixedly connected with a steel bar protective layer control top cap, and the upper surface of the steel bar protective layer control top cap is provided with a plate thickness control pad.

[0006] Furthermore, the steel bar protective layer concrete base and the steel bar protective layer control top cap are both provided with installation grooves adapted to the A triangular iron plate and the B triangular iron plate, and the A triangular iron plate and the B triangular iron plate are respectively embedded in the interior of the installation grooves.

[0007] Furthermore, fixing holes are provided on both sides of the upper surface of the steel bar protective layer concrete base, and fixing bolts are connected to the internal threads of the fixing holes.

[0008] Furthermore, the interior of the steel bar protective layer concrete base and the steel bar protective layer control top cap are both configured with wire mesh, and the top and bottom of the supporting steel bars are respectively fixedly connected to the triangular positions of the A triangular iron plate and the B triangular iron plate.

[0009] Furthermore, support plates are fixedly connected to both sides of the surface of the supporting steel bars, and mounting holes are provided on the surfaces of the A triangular iron plate and the B triangular iron plate.

[0010] Furthermore, the triangular parts of the inner wall of the installation groove are provided with reinforcement holes adapted to the installation holes, and the internal threads of the reinforcement holes are connected with reinforcement bolts.

[0011] The utility model provides a comprehensive control device for the thickness of a steel bar protective layer, which has the following beneficial effects:

[0012] The utility model provides a comprehensive control device for the thickness of the steel bar protective layer. The device has a simple structure and can make full use of waste steel bars and remaining concrete and other materials at the construction site to reduce material waste. At the same time, it is simple and quick to manufacture and can effectively ensure the consistency of the plate thickness and the steel bar protective layer control when it is practical on site. It has great advantages in particular in cast-in-place large-area industrial plant floors, floors with waterproofing requirements, roof panels, etc. The device can also be used for hanging molds in water rooms to effectively reduce the risk of water leakage. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the implementation of the utility model or the technical solution in the prior art, the following is a brief introduction to the drawings required for the implementation or the prior art description. Obviously, the drawings in the following description are only exemplary, and for ordinary technicians in this field, other implementation drawings can be derived from the provided drawings without creative work.

[0014] Figure 1 It is a schematic diagram of the three-dimensional structure of the utility model;

[0015] Figure 2 This is a structural schematic diagram of the triangular iron plate of the utility model;

[0016] Figure 3 This is a schematic diagram of the structure of the three-dimensional top split of the utility model;

[0017] Figure 4 It is a schematic diagram of the structure of the bottom split of the utility model.

[0018] Indicated in the figure:

[0019] 1. Steel bar protective layer concrete base;

[0020] 2. A triangular iron plate;

[0021] 3. Support steel bars;

[0022] 4. B triangle iron plate;

[0023] 5. The steel bar protective layer controls the top cap;

[0024] 6. Plate thickness control pad;

[0025] 7. Fixed bolt;

[0026] 8. Support plate;

[0027] 9. Mounting holes;

[0028] 10. Reinforcement holes;

[0029] 11. Reinforcement bolts;

[0030] 12. Fixing holes;

[0031] 13. Installation slot. DETAILED DESCRIPTION

[0032] Exemplary embodiments will be described in detail herein, examples of which are shown in the accompanying drawings. When the following description refers to the drawings, the same numbers in different drawings represent the same or similar elements unless otherwise indicated. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present disclosure. Instead, they are merely examples of devices consistent with some aspects of the present disclosure as detailed in the appended claims.

[0033] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0034] Example 1

[0035] like Figure 1 , Figure 2 , Figure 3 and Figure 4As shown, this embodiment proposes a comprehensive control device for the thickness of a steel bar protective layer, comprising a steel bar protective layer concrete base 1, the upper surface of the steel bar protective layer concrete base 1 is provided with an A triangular iron plate 2, the upper surface of the A triangular iron plate 2 is fixedly connected with a supporting steel bar 3, the upper surface of the supporting steel bar 3 is fixedly connected with a B triangular iron plate 4, the upper surface of the B triangular iron plate 4 is fixedly connected with a steel bar protective layer control top cap 5, the upper surface of the steel bar protective layer control top cap 5 is provided with a plate thickness control pad 6, the steel bar protective layer concrete base 1 and the steel bar protective layer control top cap 5 are prefabricated with PVC pipes, the steel bar protective layer concrete base 1 and the steel bar protective layer control top cap 5 are cylinders with a diameter of 120 mm, the top cap 1 at the position without the top steel bar also serves as a plate thickness control point, and the plate thickness control pad 4 is prefabricated with concrete into a cylinder with a diameter of 50 mm.

[0036] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, the inside of the steel bar protective layer concrete base 1 and the steel bar protective layer control top cap 5 are both equipped with wire mesh, the top and bottom of the supporting steel bar 3 are respectively fixedly connected to the triangular positions of the A triangular iron plate 2 and the B triangular iron plate 4, the steel bar protective layer concrete base 1 and the steel bar protective layer control top cap 5 are made of cast-in-place concrete with wire mesh inside, the thickness of which is the thickness of the steel bar protective layer, the supporting steel bar 3 is Φ8 steel bar, and the supporting steel bar 3 is vertically welded at the three corner positions of the A triangular iron plate 2 and the B triangular iron plate 4.

[0037] Example 2

[0038] The solution in Example 1 is further introduced below in combination with a specific working method, as described below:

[0039] like Figure 1 , Figure 3 and Figure 4 As shown, the steel bar protective layer concrete base 1 and the steel bar protective layer control top cap 5 are both provided with installation grooves 13 adapted to the A triangular iron plate 2 and the B triangular iron plate 4, and the A triangular iron plate 2 and the B triangular iron plate 4 are respectively embedded in the interior of the installation grooves.

[0040] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, support plates 8 are fixedly connected to both sides of the surface of the supporting steel bars 3, and mounting holes 9 are provided on the surfaces of the A triangular iron plate 2 and the B triangular iron plate 4.

[0041] like Figure 1 , Figure 3 and Figure 4As shown, fixing holes 12 are provided on both sides of the upper surface of the steel bar protective layer concrete base 1, and the internal threads of the fixing holes are connected with fixing bolts 7. The fixing bolts 7 are arranged so that the device can be fixed to the template by passing the fixing bolts 7 through the fixing holes 12.

[0042] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, the triangles of the inner wall of the installation groove are provided with reinforcement holes 10 adapted to the installation holes 9 , and the inner threads of the reinforcement holes 10 are connected with reinforcement bolts 11 .

[0043] Example 3

[0044] The schemes in Example 1 and Example 2 are further introduced below in combination with specific working methods, as described below for details:

[0045] Specifically, when the comprehensive control device for the thickness of the steel bar protective layer is working / in use: after the bottom steel bars of the plate are tied, the front end of the supporting steel bar 3 of the device is extended into the bottom of the cross intersection of the bottom steel bars, and then fixed to the formwork by using the fixing bolt 7 through the fixing hole 12, and then the top steel bars are tied to the steel bar protective layer control top cap 5, and then the plate thickness control pad 4 is adhered to the steel bar protective layer control top cap 5 on the outer side of the top steel bar using structural adhesive.

[0046] The electrical components appearing in this article are all connected to an external main controller and 220V AC power, and the main controller can be a conventional known device that controls a computer, etc. The specific implementation method of the present disclosure omits the detailed description of known functions and known components. To ensure the compatibility of the equipment, the operating methods used are consistent with the parameters of marketed equipment.

[0047] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A comprehensive control device for the thickness of a steel bar protective layer, comprising a steel bar protective layer concrete base (1), characterized in that: The upper surface of the steel bar protective layer concrete base (1) is provided with an A triangular iron plate (2), the upper surface of the A triangular iron plate (2) is fixedly connected to a supporting steel bar (3), the upper surface of the supporting steel bar (3) is fixedly connected to a B triangular iron plate (4), the upper surface of the B triangular iron plate (4) is fixedly connected to a steel bar protective layer control cap (5), and the upper surface of the steel bar protective layer control cap (5) is provided with a plate thickness control pad (6).

2. The comprehensive control device for the thickness of the steel bar protective layer according to claim 1 is characterized in that: The steel bar protective layer concrete base (1) and the steel bar protective layer control top cap (5) are both provided with mounting grooves (13) adapted to the A triangular iron plate (2) and the B triangular iron plate (4); the A triangular iron plate (2) and the B triangular iron plate (4) are respectively embedded in the interior of the mounting grooves.

3. The comprehensive control device for the thickness of the steel bar protective layer according to claim 1 is characterized in that: Fixing holes (12) are provided on both sides of the upper surface of the steel bar protective layer concrete base (1), and fixing bolts (7) are connected to the inner threads of the fixing holes.

4. The comprehensive control device for the thickness of the steel bar protective layer according to claim 1 is characterized in that: The steel bar protective layer concrete base (1) and the steel bar protective layer control top cap (5) are both provided with wire mesh inside, and the top and bottom of the supporting steel bar (3) are respectively fixedly connected to the triangular positions of the A triangular iron plate (2) and the B triangular iron plate (4).

5. The device for controlling the thickness of the steel bar protective layer according to claim 1 is characterized in that: Support plates (8) are fixedly connected to both sides of the surface of the support steel bar (3), and mounting holes (9) are provided on the surfaces of the A triangular iron plate (2) and the B triangular iron plate (4).

6. The comprehensive control device for the thickness of the steel bar protective layer according to claim 2 is characterized in that: Reinforcement holes (10) matching the mounting holes (9) are provided at triangular locations on the inner wall of the mounting groove, and reinforcement bolts (11) are connected to the inner threads of the reinforcement holes (10).

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