Method of constructing a reinforced compound concrete beam containing demolished concrete lumps

Patent metadata

Field	Value
Publication number	US-10273691-B2
Application number	US-201816056384-A
Country	US
Kind code	B2
Filing date	Aug 6, 2018
Priority date	Oct 31, 2014
Publication date	Apr 30, 2019
Grant date	Apr 30, 2019

Abstract

A method of construction process of a reinforced compound concrete beam containing demolished concrete lumps comprising following steps. Form an I-shaped steel member with a discontinuous top flange by welding a bottom flange plate, a web and two steel plates. Set up a bottom die of the reinforced compound concrete beam. After hoisting the I-shaped steel member with the discontinuous top flange in position, bind longitudinal bars, waist bars and stirrups, and finally set up a side die. (2) Wet the demolished concrete lumps, pour the fresh concrete with a thickness of 20-30 mm inside a cavity formed by the bottom die and the side die, and then put a layer of the wet demolished concrete lumps in a gap between the two steel plates. The two steel plates are two rectangle steel plates or two trapezoid steel plates. Stir artificially so that the demolished concrete lumps are uniformly distributed inside the cavity formed by the bottom die and the side die. Pour a layer of fresh concrete into the cavity and vibrate the demolished concrete lumps and the fresh concrete in the cavity, so that the demolished concrete lumps are uniformly distributed in the fresh concrete. Repeatedly and alternately pour the fresh concrete and the demolished concrete lumps until the cavity is filled.

First claim

What is claimed:

1. A method of constructing a reinforced compound concrete beam containing demolished concrete lumps, the method comprising:
(1) forming an I-shaped steel member with a discontinuous top flange by welding one bottom flange plate and two steel plates to a web, preparing a bottom die portion of a die for casting the reinforced compound concrete beam, then hoisting the I-shaped steel member with the discontinuous top flange in position on the bottom die portion, and then binding together longitudinal bars, waist bars and stirrups, and finally setting up a side die portion of the die for casting the reinforced compound concrete beam;
(2) wetting the demolished concrete lumps, pouring the fresh concrete to a thickness of 20-30 mm inside a cavity formed by the bottom die and the side die, and then putting a layer of the wet demolished concrete lumps in a gap between the two steel plates, the two steel plates being two rectangle steel plates or two trapezoid steel plates, and stirring the wet demolished concrete lumps so that the wet demolished concrete lumps are uniformly distributed inside the cavity formed by the bottom die and the side die, then pouring a layer of fresh concrete into the cavity formed by the bottom die and the side die and vibrating the wet demolished concrete lumps and the fresh concrete in the cavity formed by the bottom die and the side die, so that the wet demolished concrete lumps are uniformly distributed in the fresh concrete;
repeatedly and alternately pouring the fresh concrete and the wet demolished concrete lumps until the cavity formed by the bottom die and the side die is filled.

Assignees

• Univ South China Tech

Inventors

• Wu Bo
• Jian Simin

Classifications

• E04C3/293 Primary

  the materials being steel and concrete (concrete with internal reinforcements or tensioning members E04C3/20) · CPC title

• E04C3/06

  with substantially solid, i.e. unapertured, web (E04C3/10, E04C3/11 take precedence {honeycomb girders E04C3/083}) · CPC title

• E04G21/00

  Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work (conveying in general B65G; lifting devices B66; working stone-like materials B28D; measuring instruments G01) · CPC title