Prefabricated assembly type component steel bar positioner

Abstract

The invention discloses a prefabricated assembly type component steel bar positioner, and relates to the field of buildings, in particular to a prefabricated assembly type component steel bar positioning device. The device comprises an upper clamping plate, a lower clamping plate, a guide screw rod and a rotating sleeve, a left clamping screw rod and a right clamping screw rod are installed between the upper clamping plate and the lower clamping plate, guide threaded sleeves are fixed to the center of the upper surface of the upper clamping plate and the center of the lower surface of the lower clamping plate, and the guide screw rod is screwed into an inner cavity of each guide threaded sleeve. One end of the rotating sleeve is inserted into an inner push screw, the other end of the rotating sleeve is inserted into an inner push sliding rod, and the outer end of the inner push sliding rod is fixedly provided with a clinging plate. The device has the beneficial effects that the clamping plate, the lower clamping plate, the left clamping screw rod, the right clamping screw rod and the guide threaded sleeve are arranged, so that relatively inclined reinforcing steel bars can be effectively clamped; and the rotating sleeve is arranged, so that the angle and the direction of the relatively inclined reinforcing steel bars can be effectively adjusted.

Description

technical field [0001] A prefabricated component reinforcement locator relates to the field of construction, in particular to a prefabricated component reinforcement location device. Background technique [0002] Prefabricated components are relatively common building structures at present. They are bundled by formwork and steel bars, and concrete is poured and cured in the factory area, and then assembled at the building location. This assembly method is less affected by outdoor weather and is more efficient than the cast-in-place form. [0003] In the existing prefabricated assembly structure, a skeleton structure is usually formed by using a steel formwork and bundling of steel bars, and then the final molding is realized by pouring the skeleton. [0004] However, there are certain problems in this form, such as the drawings in the description. figure 1 as well as figure 2 As shown, the reinforcing bar 13 is not fixedly connected to the formwork when passing through t...

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Problems solved by technology

[0004] However, there are certain problems in this form, specifically as shown in the accompanying drawings figure 1 as well as figure 2 As shown, the reinforcing bar 13 is not fixedly connected with the formwork when passing through the formwork reinforcement hole 14 of the formwork 15. The formwork reinforcement hole is usually larger than the diameter of the reinforcement bar. The diameter of the reinforcement hole is several times that of the steel bar, so it will be relatively difficult to connect the steel bar to the formwork by welding. When the hole plug structure is used, not only the coaxiality between the steel bar and the formwork penetration hole is required, but also the reinforcement and the formwork. After passing through the reinforcement hole of the formwork, the hole plug is not easy to install, which leads to the unreliable connection between the formwork and the steel structure

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