Tool for controlling thickness of lining concrete of steel corrugated pipe and positioning breaking joint

Abstract

The utility model relates to the technical field of building construction, and discloses a positioning tool for controlling the thickness of steel corrugated pipe lining concrete and breaking joints, which comprises a fan-shaped positioning frame, the fan-shaped positioning frame comprises two symmetrically arranged first supporting rods, the two first supporting rods are arranged in a triangular shape, one ends of the two first supporting rods are connected, and the other ends of the two first supporting rods are connected with the fan-shaped positioning frame. A second supporting rod and an arc-shaped supporting rod are connected between the other ends of the two first supporting rods, the second supporting rod is located on the inner side of the arc-shaped supporting rod, a plurality of positioning rods are distributed on the inner side of the arc-shaped supporting rod in the circumferential direction, the other ends of the two first supporting rods are connected with extending parts, and supporting frames are symmetrically fixed to the two sides of the fan-shaped positioning frame. The device is simple in structure and convenient to construct, the thickness, the flatness and the breaking joint position of concrete can be controlled during construction, and the construction quality is guaranteed.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a tool for controlling the thickness of concrete lined in a corrugated steel pipe and positioning a fracture joint. Background Technique

[0002] In order to ensure the anti-corrosion quality and service life of the flowing water surface of the corrugated steel pipe and improve the ability of the flowing water surface of the corrugated steel pipe to resist water flow scouring, fine aggregate fiber concrete with a thickness of 50 mm is generally laid within 120° of the inner wall of the corrugated steel pipe to meet the scouring requirements of water flow and sediment. In order to prevent concrete cracks caused by uneven settlement of the foundation, a fracture joint is set at a position every 4 - 6 m. When laying fine aggregate fiber concrete within 120° of the inner wall of the existing corrugated steel pipe, the traditional method is to fix two positioning lines between the two ends of the inner wall of the corrugated steel pipe, and a 50-mm-thick wooden square is arranged between the positioning line and the inner wall of the corrugated steel pipe. It is likely to drop if not noticed carefully, and it is difficult to ensure the thickness, flatness of the concrete and the position of the fracture joint during construction, and the construction quality is poor. Content of the Utility Model

[0003] In view of this, the purpose of the utility model is to provide a tool for controlling the thickness of concrete lined in a corrugated steel pipe and positioning a fracture joint to solve the problems pointed out in the above background technique.

[0004] In order to achieve the above utility model purpose, the following technical solutions are further adopted:

[0005] A tool for controlling the thickness of concrete lined in a corrugated steel pipe and positioning a fracture joint includes a sector-shaped positioning frame. The sector-shaped positioning frame includes two symmetrically arranged first support rods, and the two first support rods are arranged in a triangle. One ends of the two first support rods are connected, and a second support rod and an arc-shaped support rod are connected between the other ends. The second support rod is located inside the arc-shaped support rod. A plurality of positioning rods are circumferentially distributed inside the arc-shaped support rod. Extension parts are connected to the other ends of the two first support rods.

[0006] As a further improvement of the utility model, support frames are symmetrically fixed on both sides of the sector-shaped positioning frame. The arrangement of the support frames can ensure that the positioning tool is stably placed in the corrugated steel pipe.

[0007] As a further improvement of the utility model, the support frame includes a first arc-shaped rod and a second arc-shaped rod fixed at the front and rear ends of the sector-shaped positioning frame, and the upper ends of the first arc-shaped rod and the second arc-shaped rod are both fixed to the first support rod.

[0008] As a further improvement of the utility model, the first arc-shaped rod and the second arc-shaped rod are arranged in a shape of an inverted V.

[0009] As a further improvement of the utility model, an annular clamping groove for connecting a positioning wire is formed at the upper end of the positioning rod.

[0010] As a further improvement of the utility model, the positioning rod is a telescopic rod.

[0011] As a further improvement of the utility model, the telescopic rod includes a sleeve fixed on the arc-shaped support rod, and a sleeve rod is in threaded connection with the sleeve.

[0012] The beneficial effects of the utility model are as follows: The utility model has a simple structure and convenient construction, can ensure the thickness and flatness of the fine aggregate concrete during construction, is convenient for controlling the position of the cutting joint, and has good construction quality. During use, place this positioning tool at both ends of the inner wall of the steel corrugated pipe. The lower ends of the extension part, the first arc-shaped rod and the second arc-shaped rod are all located in the groove on the inner wall of the steel corrugated pipe. Tie a positioning wire between the positioning rods of the two positioning tools, lay the fine aggregate concrete, control the laying height of the fine aggregate concrete through the height of the positioning wire, and set the position of the cutting joint according to the position of the positioning tool. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] The drawings constituting a part of this application are used to provide a further understanding of the utility model. The schematic embodiments of the utility model and their descriptions are used to explain the utility model and do not constitute an improper limitation to the utility model. In the drawings:

[0014] Figure 1 is a schematic structural diagram of the utility model;

[0015] Figure 2 is a diagram of the use state of the utility model;

[0016] Figure 3 is a schematic structural diagram of the support frame related to the utility model;

[0017] Figure 4 is a diagram of the use state of the support frame related to the utility model;

[0018] Figure 5 Schematic structural diagram of the positioning rod in Embodiment 4.

[0019] In the figure: 1, sector-shaped positioning frame; 2, first support rod; 3, second support rod; 4, arc-shaped support rod; 5, positioning rod; 6, extension part; 7, support frame; 8, first arc-shaped rod; 9, second arc-shaped rod; 10, annular clamping groove; 11, sleeve; 12, sleeve rod; 13, steel corrugated pipe; 14, positioning wire. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0020] It should be noted that, without conflict, the embodiments in this application and the features in the embodiments can be combined with each other. The following will illustrate the utility model in detail with reference to the drawings and in combination with the embodiments.

[0021] To enable those skilled in the art to better understand the solution of this application, the technical solutions in the embodiments of this application will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of this application. Obviously, the described embodiments are only a part of the embodiments of this application, rather than all the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the scope of protection of this application.

[0022] Embodiment 1

[0023] As Figure 1-2 shown, a tool for controlling the thickness of the concrete lining in a steel corrugated pipe and positioning the fracture seam includes a sector-shaped positioning frame 1. The sector-shaped positioning frame 1 includes two symmetrically arranged first support rods 2, and the two first support rods 2 are arranged in a triangular shape. One end of the two first support rods 2 is connected, and a second support rod 3 and an arc-shaped support rod 4 are connected between the other ends. The second support rod 3 is located inside the arc-shaped support rod 4. A plurality of positioning rods 5 are circumferentially distributed inside the arc-shaped support rod 4. Extension parts 6 are connected to the other ends of the two first support rods 2.

[0024] Embodiment 2

[0025] Based on the structure of Embodiment 1, in Embodiment 2, as Figure 3-4 shown, support frames 7 are symmetrically fixed on both sides of the sector-shaped positioning frame 1. The setting of the support frames 7 can ensure that the positioning tool is stably placed inside the steel corrugated pipe.

[0026] The support frame 7 includes a first arc-shaped rod 8 and a second arc-shaped rod 9 fixed at the front and rear ends of the sector-shaped positioning frame 1, and the upper ends of the first arc-shaped rod 8 and the second arc-shaped rod 9 are both fixedly connected to the first support rod 2.

[0027] The first arc-shaped rod 8 and the second arc-shaped rod 9 are arranged in a shape of an inverted V.

[0028] Embodiment 3

[0029] Based on the structure of Embodiment 1, in Embodiment 3, an annular card slot 10 for connecting a positioning wire is opened at the upper end of the positioning rod 5.

[0030] Embodiment 4

[0031] Based on the structure of Embodiment 1, in Embodiment 4, as Figure 5 shown, the positioning rod 5 is a telescopic rod. The telescopic rod includes a sleeve 11 fixed on the arc-shaped support rod 4, and a sleeve rod 12 is threadedly connected inside the sleeve 11.

[0032] When the utility model is in use, the positioning tool is placed at both ends of the inner wall of the corrugated steel pipe 13. The lower ends of the extension part 6, the first arc-shaped rod 8 and the second arc-shaped rod 9 are all located in the groove on the inner wall of the corrugated steel pipe 13. A positioning wire 14 is tied between the positioning rods 5 of the two positioning tools, and fine aggregate concrete is laid.

[0033] The above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. For those skilled in the art, various modifications and changes can be made to the present utility model. Any modification, equivalent replacement, improvement, component disassembly or combination, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A tool for controlling the thickness of concrete lining in a corrugated steel pipe and positioning the fracture seam, characterized in that: It includes a sector positioning frame. The sector positioning frame includes two symmetrically arranged first support rods, and the two first support rods are arranged in a triangular shape. One end of the two first support rods is connected, and a second support rod and an arc-shaped support rod are connected between the other ends. The second support rod is located inside the arc-shaped support rod. A plurality of positioning rods are circumferentially distributed inside the arc-shaped support rod. Extension parts are connected to the other ends of the two first support rods.

2. A tool for controlling the thickness of the concrete lining in a steel corrugated pipe and positioning the fracture joints according to claim 1, characterized in that: Support frames are symmetrically fixed on both sides of the sector positioning frame.

3. A tool for controlling the thickness of concrete lined with steel corrugated pipe and positioning the broken joint according to claim 2, characterized in that: The support frame includes a first arc-shaped rod and a second arc-shaped rod fixed at the front and rear ends of the sector positioning frame, and the upper ends of the first arc-shaped rod and the second arc-shaped rod are fixedly connected to the first support rod.

4. A tool for controlling the thickness of concrete lined with corrugated steel pipe and positioning the fracture seam according to claim 3, characterized in that: The first arc-shaped rod and the second arc-shaped rod are arranged in a spread shape.

5. A tool for controlling the thickness of concrete lined with steel corrugated pipe and positioning the broken joint according to claim 1, characterized in that: An annular card slot for connecting a positioning wire is opened at the upper end of the positioning rod.

6. A tool for controlling the thickness of concrete lined with corrugated steel pipe and positioning the fracture joint according to claim 5, characterized in that: The positioning rod is a telescopic rod.

7. A tool for controlling the thickness of the concrete lining in the steel corrugated pipe and positioning the fracture joints according to claim 6, characterized in that: The telescopic rod includes a sleeve fixed on the arc-shaped support rod, and a sleeve rod is threadedly connected inside the sleeve.

Images