CN211313090U

CN211313090U - Compound reinforcing steel FRP stirrup

Info

Publication number: CN211313090U
Application number: CN201922234632.5U
Authority: CN
Inventors: 白石; 席晓卿; 黄金; 欧进萍
Original assignee: Intellectual Fiber Composite Reinforcement Nantong Co ltd; Nantong Assembly Building And Intelligent Structure Research Institute
Current assignee: Intellectual Fiber Composite Reinforcement Nantong Co ltd; Nantong Assembly Building And Intelligent Structure Research Institute
Priority date: 2019-12-13
Filing date: 2019-12-13
Publication date: 2020-08-21
Anticipated expiration: 2029-12-13

Abstract

The utility model discloses a composite reinforcement FRP stirrup, including FRP parcel layer, reinforcing bar, rib and fibre cloth, the reinforcing bar outside is provided with FRP parcel layer, and FRP parcel layer outside is provided with the rib, and the reinforcing bar outside parcel of stirrup bending segment has fibre cloth, and wherein FRP parcel layer is formed by continuous fibers and resin high temperature solidification, and the reinforcing bar can be for smooth steel bar or ribbed reinforcing bar, and wherein, the reinforcing bar is located composite reinforcement FRP stirrup's cross-section central point puts, the utility model relates to a composite reinforcement FRP stirrup has engineering high modulus, anti-shearing's advantage, can satisfy civil engineering structure's needs, is fit for promoting on a large scale.

Description

Compound reinforcing steel FRP stirrup

Technical Field

The utility model relates to a composite reinforcement FRP stirrup technical field specifically is a composite reinforcement FRP stirrup.

Background

The reinforcing steel bar is a building material which is most widely applied in the field of civil engineering, and is widely applied in the fields of civil engineering, rock and soil, roads and bridges and the like. However, the corrosion problem of the steel bars seriously shortens the service life of the components, and the concrete is often cracked due to the corrosion of the steel bars before reaching the designed service life of buildings in the chloride ion environment, such as harbors, wharfs, chemical plants and other environments, so that a large amount of manpower, material resources and financial resources are required to be invested for maintenance, and the resources are seriously wasted.

Fiber reinforced resin composite materials, hereinafter abbreviated as FRP, are receiving attention from experts in the civil engineering field because of their advantages of high tensile strength, resistance to chloride ion corrosion, low relaxation, and light weight, which are only 1/4 for steel. The FRP material is processed into various FRP ribs, FRP anchor rods, FRP reinforcing plates and the like to replace the reinforcing steel bars, the steel anchor rods, the steel plates and the like, and is widely applied to engineering structures with severe service environments and higher requirements on durability and fatigue resistance, such as underground structures, ocean engineering, hydraulic engineering and the like, and good use effects are obtained.

However, the poor shear resistance, low elastic modulus and no plastic deformation of the FRP material limit the popularization and use of the FRP rib, and the purpose of improving the structural safety can be achieved only by adopting the design of the extra rib when the FRP material is applied to concrete engineering. In order to overcome the defect, patents CN201510960167.7 and CN201620979023.6 disclose a structure and a preparation method of an FRP composite steel strand and a composite steel bar (hereinafter referred to as an FRP composite bar), which are formed by compounding thermosetting resin, continuous fiber, and steel strand/steel bar, thereby improving the elastic modulus of the FRP composite bar, increasing the plastic deformation of the composite bar, improving the safe storage of the composite bar during the use, and being a new building material with a wide application prospect.

Because the rib material applied to the building field has higher requirement on strength, most of the FRP composite ribs require the use of thermosetting resin, and cannot be bent for the second time after being formed, and the stirrups used in the building field are often required to be cut and bent on site according to actual structural forms to process required angles, while the FRP composite ribs processed according to the existing production mode cannot be bent for the second time on the construction site, so that the FRP composite ribs cannot be applied to the stirrups. Therefore, it is very important to provide a processing method of the FRP composite reinforcement suitable for the stirrup.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a composite reinforcement FRP stirrup to solve the problem of proposing in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a composite steel bar FRP stirrup comprises an FRP wrapping layer, steel bars, ribs and fiber cloth, wherein the FRP wrapping layer is arranged outside the steel bars;

the FRP wrapping layer is mainly formed by compounding fibers and resin, the fibers can be one or more of glass fibers, carbon fibers, basalt fibers and aramid fibers, and the resin can be one or more of epoxy resin, unsaturated resin and vinyl resin.

Preferably, the wrapping of the surface of the reinforcing bars is at least 3mm to ensure the tightening of the surface ribs.

Preferably, the sum of the diameters of the FRP wrapping layer and the reinforcing steel bar is 6-34 mm.

Preferably, the volume content of the reinforcing steel bar is more than 20%.

Preferably, the fiber cloth can be glass fiber cloth, carbon fiber cloth, basalt fiber cloth and aramid fiber cloth.

Compared with the prior art, the beneficial effects of the utility model are that:

(1) the characteristics of high elastic modulus and strong shearing resistance of the steel bar are utilized, the shearing resistance of the pure FRP bar is improved, the elastic modulus of the pure FRP bar is improved, and the use requirement of the civil engineering structure can be met.

(2) The method is not limited by a resin system, and the composite ribs with any angle and any size can be processed according to actual requirements.

(3) The problem of corrosion of the steel stirrups is solved, the service life of the component is greatly prolonged, and the engineering cost is saved.

Drawings

Fig. 1 is a schematic plan view of the present invention;

fig. 2 is a cross-sectional view of the present invention;

FIG. 3 is a schematic view of a pultrusion production process of a FRP stirrup of a composite reinforcement according to the present invention;

FIG. 4 is a schematic view of the composite rib stripping FRP wrapping layer according to the present invention;

fig. 5 is a schematic view of the composite rib of the hook according to the present invention;

fig. 6 is a schematic view of the composite rib of the winding fiber cloth according to the present invention.

In the figure: the Fiber Reinforced Plastic (FRP) packaging layer comprises an FRP packaging layer 1, a reinforcing steel bar 2, ribs 3, fiber cloth 4, fibers 5, resin 6, a creel 7, a glue groove 8, a yarn dividing plate 9, a preformed plate 10, a fiber shaft 11, a curing oven 12, preformed ribs 13 and composite straight ribs 14.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-2, the present invention provides a technical solution: a composite steel bar FRP stirrup comprises an FRP wrapping layer 1, steel bars 2, ribs 3 and fiber cloth 4, wherein the steel bars 2 are arranged outside the FRP wrapping layer 1, the ribs 3 are arranged outside the FRP wrapping layer 1, the fiber cloth 4 is wrapped on the steel bars 2 of a stirrup bending section, the diameter of the composite steel bars is 6-34 mm, the thickness of the FRP wrapping layer 1 is at least 3mm to ensure the molding of surface ribs 3, the FRP wrapping layer is mainly formed by compounding fibers 5 and resin 6, the fibers 5 can be one or more of glass fibers, carbon fibers, basalt fibers and aramid fibers, the resin 6 can be one or more of epoxy resin, unsaturated resin and vinyl resin, the steel bars 2 are positioned at the center of the composite steel bars, the steel bars 2 can be plain round steel bars with ribs, the diameter of the steel bars 2 is 3-30 mm, the steel bars 2 with different diameters can be selected according to the composite stirrup with different diameters, the volume content of the steel bar 2 in the composite stirrup is more than 20%, the ribs 3 are formed by winding and tightening fibers 5, the rib depth is 0.2-3 mm, and the rib spacing is 0.5D-3D (D is the diameter of the stirrup).

A preparation method of a composite steel bar FRP stirrup comprises the following steps:

the fiber 5 is introduced into the resin 6 in the glue groove 8 from the creel 7 to be dipped, penetrates into the yarn dividing plate 9 together with the steel bar 2 to be arranged in a yarn, and then penetrates into the preformed plate 10 together to be preformed into the preformed rib 13;

the arrangement of the steel bars 2 on the yarn separating plate 9 is positioned at the central position;

the fiber 5 passing through the yarn separating plate 9 and the preforming plate 10 is uniformly wrapped on the surface of the steel bar 2, and the thickness of the wrapping layer is at least 3 mm;

if the fiber 5 is extremely unevenly coated on the surface of the steel bar 2, the fiber 5 is rearranged at the yarn arrangement positions of the yarn dividing plate 9 and the preforming plate 10, so that the fiber coating thickness on the surface of the steel bar 2 is basically consistent;

the fiber shaft 11 is wound around the preformed rib 13 to draw the rib 3;

the rib depth of the rib 3 is 0.2 mm-3 mm, and is determined according to composite ribs with different diameters;

the preformed bar 13 enters a curing oven 12 to be cured and formed at high temperature to form a composite straight bar 14, as shown in fig. 3;

wherein the high-temperature curing temperature is different from 120 to 200 ℃, and is determined according to different resin systems;

stripping the FRP wrapping layer 1 from the composite straight bar 14 at the bending section to expose the reinforcing steel bar 2, and bending the reinforcing steel bar 2 to corresponding angles according to actual requirements as shown in figure 4, wherein the bending angles are commonly 45 degrees, 90 degrees and 135 degrees as shown in figure 5;

soaking the fiber cloth 4 in the fiber cloth impregnating adhesive, winding the fiber cloth onto the surface of the steel bar 2, and curing and forming at normal temperature, as shown in fig. 6;

the fiber cloth glue soaked by the fiber cloth 4 can not be hung too much, otherwise, the rib depth on the surface of the stirrup is insufficient and the stirrup is filled with the glue;

the fiber cloth 4 can be glass fiber cloth, carbon fiber cloth, aramid fiber cloth and basalt fiber cloth.

The utility model provides a compound reinforcing bar FRP stirrup structure utilizes reinforcing bar elastic modulus height, and the strong characteristics of ability of shearing have improved the anti-shear capacity of pure FRP muscle, have improved pure FRP muscle elastic modulus, more can satisfy civil engineering structure's operation requirement. The method is not limited by a resin system, and the composite ribs with any angle and any size can be processed according to actual requirements. The problem of corrosion of the steel stirrups is solved, the service life of the component is greatly prolonged, and the engineering cost is saved.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a compound reinforcing bar FRP stirrup which characterized in that: the reinforced plastic hoop reinforcement comprises an FRP wrapping layer, a reinforcement, ribs and fiber cloth, wherein the FRP wrapping layer is arranged outside the reinforcement, the ribs are arranged outside the FRP wrapping layer, and the fiber cloth is wrapped outside the reinforcement of the hoop reinforcement bending section;

2. The FRP stirrup as claimed in claim 1, wherein: the wrapping layer on the surface of the steel bar is at least 3mm to ensure the tightening of the surface rib.

3. The FRP stirrup as claimed in claim 1, wherein: the diameter sum of the FRP wrapping layer and the reinforcing steel bar is 6 mm-34 mm.

4. The FRP stirrup as claimed in claim 1, wherein: the volume content of the steel bar is more than 20%.

5. The FRP stirrup as claimed in claim 1, wherein: the fiber cloth can be glass fiber cloth, carbon fiber cloth, basalt fiber cloth and aramid fiber cloth.