A steel-plastic composite tensioning belt

Abstract

The utility model discloses a steel-plastic composite reinforcing belt, which relates to the field of steel-plastic composite reinforcing belts, including a plurality of galvanized steel wires arranged at equal intervals, the outer walls of the plurality of galvanized steel wires are wrapped with an outer wrapping layer, and the front and rear end surfaces of the outer wrapping layer are both formed with friction lines, and the friction lines are used to increase the friction between the outer wrapping layer and the soil foundation; the left and right ends of the outer wrapping layer are integrally formed with connecting belts protruding outward, and the end of the connecting belt away from the outer wrapping layer is formed with a connecting ring, and a circular hole is provided at the center of the connecting ring; an anchor rod penetrates the circular hole to fix the connecting ring to the soil foundation. The utility model arranges connecting steel wires and connecting steel rings, and when the soil foundation settles, the local gravity of the reinforcing belt is dispersed to the fixing points of each anchor rod, further improving the stability of the reinforcing belt during use.

Description

Technical Field

[0001] The utility model relates to the field of steel-plastic composite tie-bar belts, in particular to a steel-plastic composite tie-bar belt. Background Art

[0002] Steel-plastic composite tensioning belt refers to a comprehensive product made of rigid and flexible materials composited with specially made micro high-strength galvanized iron wire and wrapped with anti-aging, acid- and alkali-resistant polyethylene resin. It is also called steel-plastic composite reinforced belt. Its main force-bearing element is steel wire, and the creep amount is very small.

[0003] In the prior art, when the soil foundation settles, the gravity above the settlement position directly acts on the tie belt, and the local force on the tie belt will involve the entire tie belt, causing the tie belt to move. Utility Model Content

[0004] The purpose of the utility model is to provide a steel-plastic composite tie band in order to solve the problems raised in the above background technology.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a steel-plastic composite tensioning belt, comprising a plurality of galvanized steel wires arranged at equal distances, the outer walls of the plurality of galvanized steel wires are wrapped with an outer wrapping layer, and the front and rear end surfaces of the outer wrapping layer are both formed with friction lines, and the friction lines are used to increase the friction between the outer wrapping layer and the soil foundation;

[0006] The left and right ends of the outer wrapping layer are integrally formed with connecting belts protruding outward, and one end of the connecting belt away from the outer wrapping layer is formed with a connecting ring, and a circular hole is provided at the center of the connecting ring;

[0007] Anchor rods penetrate the circular holes to fix the connection rings to the soil foundation, and the connection rings fixed by the anchor rods define the positions of the outer wrapping layers through the connection belts.

[0008] As a further solution of the utility model: the interior of the connecting belt is wrapped with a connecting steel wire, and the interior of the connecting ring is wrapped with a connecting steel ring.

[0009] As a further solution of the utility model: the number of the connecting steel wires is multiple, and the connecting steel wires are arranged perpendicular to the galvanized steel wires.

[0010] As a further solution of the utility model: one end of the connecting steel wire close to the galvanized steel wire is connected to the galvanized steel wire by welding, and one end of the connecting steel wire away from the galvanized steel wire is connected to the connecting steel ring by welding.

[0011] As a further solution of the utility model: the connecting steel ring is a flat hollow ring structure.

[0012] Compared with the prior art, the beneficial effects of the utility model are:

[0013] 1. By setting connecting steel wires and connecting steel rings, when the soil foundation settles, the local gravity of the tie belt is dispersed to the fixing points of each anchor rod, further improving the stability of the tie belt during use. BRIEF DESCRIPTION OF THE DRAWINGS

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

[0015] Figure 2 The utility model is a schematic diagram of the connection between the connecting steel wire, the galvanized steel wire and the connecting steel ring.

[0016] In the figure: 1. Outer wrapping layer; 2. Friction pattern; 3. Galvanized steel wire; 4. Connecting belt; 5. Connecting ring; 6. Connecting steel wire; 7. Connecting steel ring. DETAILED DESCRIPTION

[0017] 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. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. 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.

[0018] See also Figure 1-2 In an embodiment of the utility model, a steel-plastic composite tensioning belt comprises a plurality of galvanized steel wires 3 arranged at equal intervals, the outer walls of the plurality of galvanized steel wires 3 are wrapped with an outer wrapping layer 1, and the front and rear end surfaces of the outer wrapping layer 1 are both formed with friction lines 2, and the friction lines 2 are used to increase the friction between the outer wrapping layer 1 and the soil foundation; the left and right ends of the outer wrapping layer 1 are integrally formed with connecting belts 4 protruding outward, and the end of the connecting belt 4 away from the outer wrapping layer 1 is formed with a connecting ring 5, and a circular hole is provided at the center of the connecting ring 5; the anchor rod passes through the circular hole to fix the connecting ring 5 to the soil foundation, and the plurality of connecting rings 5 ​​fixed by the anchor rod limit the position of the outer wrapping layer 1 through the connecting belt 4.

[0019] In this embodiment: first, the reinforcement belt is laid flat on the leveled soil foundation, and then the anchor rod is used to fix the circular hole of the connecting ring 5, and the hammering end at the top of the anchor rod is hammered, and the diameter of the hammering end is larger than the diameter of the anchor rod, until the anchor rod is completely inserted into the ground. At this time, the bottom end surface of the hammering end of the anchor rod is pressed on the top of the connecting ring 5 to limit the connecting ring 5. When the connecting rings 5 ​​on the reinforcement belt are all limited by the anchor rod, the reinforcement belt is also limited, thereby avoiding the problem of movement of the reinforcement belt;

[0020] Since the outer wrapping layer 1 contains a plurality of galvanized steel wires 3, the stress on the reinforcement belt can be increased to avoid breakage caused by excessive stress on the reinforcement belt; thereby cooperating with the steel reinforcement layer of the foundation to avoid foundation cracking caused by excessive foundation settlement.

[0021] Please refer to Figure 1 and Figure 2 The interior of the connecting belt 4 is wrapped with a connecting steel wire 6, and the interior of the connecting ring 5 is wrapped with a connecting steel ring 7. There are multiple connecting steel wires 6, and the connecting steel wires 6 are vertically arranged to the galvanized steel wire 3. The end of the connecting steel wire 6 close to the galvanized steel wire 3 is connected to the galvanized steel wire 3 by welding, and the end of the connecting steel wire 6 away from the galvanized steel wire 3 is connected to the connecting steel ring 7 by welding.

[0022] In this embodiment: when the soil foundation settles, the stressed outer wrapping layer 1 and the galvanized steel wire 3 inside it will pull the connecting steel wire 6 and the connecting steel ring 7, thereby dispersing the force on multiple anchor rods, further improving the stability of the tensioning belt.

[0023] Please refer to the figure in particular, the connecting steel ring 7 is a flat hollow ring structure.

[0024] In this embodiment, the center of the connecting ring 5 wrapped outside the connecting steel ring 7 is a circular hole structure.

[0025] What is described above is only a preferred specific implementation manner 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 technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A steel-plastic composite tensioning belt, comprising a plurality of galvanized steel wires (3) arranged at equal distances, characterized in that: The outer walls of the plurality of galvanized steel wires (3) are wrapped with an outer wrapping layer (1), and the front and rear end surfaces of the outer wrapping layer (1) are both formed with friction lines (2), and the friction lines (2) are used to increase the friction between the outer wrapping layer (1) and the soil foundation; The left and right ends of the outer wrapping layer (1) are integrally formed with connecting belts (4) protruding outwards, and the end of the connecting belt (4) away from the outer wrapping layer (1) is formed with a connecting ring (5), and a circular hole is provided at the center of the connecting ring (5); Anchor rods penetrate the circular holes to fix the connection rings (5) to the soil foundation, and the connection rings (5) fixed by the anchor rods define the position of the outer wrapping layer (1) through the connection belt (4).

2. The steel-plastic composite tensioning belt according to claim 1, characterized in that: The interior of the connecting belt (4) is wrapped with a connecting steel wire (6), and the interior of the connecting ring (5) is wrapped with a connecting steel ring (7).

3. The steel-plastic composite tensioning belt according to claim 2, characterized in that: The number of the connecting steel wires (6) is multiple, and the connecting steel wires (6) are arranged perpendicular to the galvanized steel wires (3).

4. The steel-plastic composite tensioning belt according to claim 3, characterized in that: The end of the connecting steel wire (6) close to the galvanized steel wire (3) is connected to the galvanized steel wire (3) by welding, and the end of the connecting steel wire (6) away from the galvanized steel wire (3) is connected to the connecting steel ring (7) by welding.

5. The steel-plastic composite tensioning belt according to claim 4, characterized in that: The connecting steel ring (7) is a flat hollow ring structure.

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