Reinforced structure for column and beam frame
US-2022403642-A1 · Dec 22, 2022 · US
US10072417B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10072417-B2 |
| Application number | US-201415522776-A |
| Country | US |
| Kind code | B2 |
| Filing date | Dec 3, 2014 |
| Priority date | Oct 31, 2014 |
| Publication date | Sep 11, 2018 |
| Grant date | Sep 11, 2018 |
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An I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps and a construction process thereof. The beam comprises an I-shaped steel having discontinuous top flange, longitudinal bars ( 7 ), stirrups ( 6 ), waist bars ( 8 ), fresh concrete ( 5 ), and demolished concrete lumps ( 4 ). The I-shaped steel having discontinuous top flange consists of a bottom flange plate ( 3 ), a web ( 2 ) and a discontinuous top flange plate ( 1 ). The discontinuous top flange plate ( 1 ) consists of two rectangle steel plates or trapezoid steel plates located at both sides of the I-shaped steel. The two steel plates have a same length that is one third of a length of the I-shaped steel. The trapezoid steel plate has a width of a short side no less than a quarter of a width of the long side. The recycled compound concrete beam saves steel, fully uses the demolished concrete lumps, and is convenient to construct.
Opening claim text (preview).
What is claimed: 1. A reinforced compound concrete beam containing demolished concrete lumps, comprising: an I-shaped steel member with a discontinuous top flange, and longitudinal bars, stirrups and waist bars located outside the I-shaped steel member, the reinforced compound concrete beam further comprising fresh concrete and demolished concrete lumps, which are poured alternately; the I-shaped steel member consisting of a bottom flange plate, a web and a discontinuous top flange plate, the top flange plate and the bottom flange plate being parallel to each other and perpendicular to the web, the web being located between the top flange plate and the bottom flange plate and welded with the top flange plate and the bottom flange plate respectively; and the discontinuous top flange plate consists of two steel plates located at both ends of the I-shaped steel member, the steel plates being rectangle steel plates or trapezoid steel plates, the two steel plates having a same length that is one third of a length of the I-shaped steel member, the trapezoid steel plate having a long side located at an end portion of the I-shaped steel member, the trapezoid steel plate having a width of a short side no less than a quarter of a width of the long side. 2. The reinforced compound concrete beam containing demolished concrete lumps according to claim 1 , wherein the demolished concrete lumps are waste concrete lumps after demolishing old buildings, structures, roads, bridges or dams and removing protective layers and all or part of steel reinforcements. 3. The reinforced compound concrete beam containing demolished concrete lumps according to claim 1 , wherein the fresh concrete is a natural aggregate concrete or a recycled aggregate concrete, and has a compressive strength no less than 30 MPa. 4. The reinforced compound concrete beam containing demolished concrete lumps according to claim 1 , wherein the demolished concrete lump has a characteristic size no less than 100 mm, and a mass ratio of the demolished concrete lump and the fresh concrete is 1:4˜1:1.
with substantially solid, i.e. unapertured, web (E04C3/10, E04C3/11 take precedence {honeycomb girders E04C3/083}) · CPC title
the materials being steel and concrete (concrete with internal reinforcements or tensioning members E04C3/20) · CPC title
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
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