I-SHAPED STEEL WITH DISCONTINUOUS TOP FLANGE REINFORCED COMPOUND CONCRETE BEAM CONTAINING DEMOLISHED CONCRETE LUMPS AND CONSTRUCTION PROCESS OF SUCH BEAM

Abstract

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 (I). 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.

Claims

1. An I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps, comprising an I-shaped steel, and longitudinal bars, stirrups and waist bars located outside the I-shaped steel, and fresh concrete and demolished concrete lumps, which are poured alternately; the I-shaped steel is the I-shaped steel having discontinuous top flange, which consists of a bottom flange plate, a web and a discontinuous top flange plate, the top flange plate and the bottom flange plate being parallel and both 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 sides of the I-shaped steel, 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, the trapezoid steel plate having a long side located at an end portion of the I-shaped steel, 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 I-shaped steel with discontinuous top flange 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 I-shaped steel with discontinuous top flange 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 I-shaped steel with discontinuous top flange 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.

5. A construction process of the -shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps according to claim 1, the construction process comprising: (1) forming the I-shaped steel having discontinuous top flange by welding a bottom flange plate, a web and two steel plates in advance, setting up a bottom die of the compound concrete beam first, after hoisting the I-shaped steel having discontinuous top flange in position, binding longitudinal bars, waist bars and stirrups, and finally setting up a side die; (2) fully wetting demolished concrete lumps in advance, pouring fresh concrete with a thickness of 20˜30 mm inside a cavity formed by the bottom die and the side die first, then putting a layer of the wet demolished concrete lumps in a gap between the two rectangle steel plates or trapezoid steel plates, and stirring artificially so that the 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 and fully vibrating, so that the demolished concrete lumps and the fresh concrete are uniformly mixed into one; repeatedly and alternately pouring the fresh concrete and the demolished concrete lumps until pouring is finished.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0020] FIG. 1a, FIG. 1b and FIG. 1c are schematic views of transverse section, A-A section and B-B section of the beam according to Embodiment 1 of the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps of the present invention.

[0021] FIG. 2a, FIG. 2b and FIG. 2c are schematic views of transverse section, A-A section and B-B section of the beam according to Embodiment 2 of the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps of the present invention.

[0022] FIG. 3a, FIG. 3b, FIG. 3c are schematic views of transverse section, A-A section and B-B section of the beam according to Embodiment 3 of the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

[0023] The present invention is further described in detail below in combination with embodiments and accompanying drawings, but implementations of the present invention are not limited thereto. It should be pointed out that, if there is a process that is not specifically described in detail below, those skilled in the art can realize it with reference to the prior arts.

Embodiment 1

[0024] See FIG. 1a, FIG. 1b and FIG. 1c, the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps according to the present invention comprising a discontinuous top flange plate 1, a web 2, a bottom flange plate 3, demolished concrete lumps 4, fresh concrete 5, stirrups 6, longitudinal bars 7, and waist bars 8. The recycled compound concrete beam has a rectangular section, with a beam depth of 850 mm, a beam width of 550 mm, and a beam length of 8100 mm. The discontinuous top flange plate is two 2700 mm×300 mm×12 mm rectangle steel plates. The web and the bottom flange plate are the same as the web and bottom flange plate of a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm, respectively, both of which are Q235 steel material, and have a measured yield strength of 255.8 MPa and an ultimate strength of 330.7 MPa. The fresh concrete has a cube compressive strength of 42.2 MPa, while the demolished concrete lump has a cube compressive strength of 37.6 MPa, and after combination, the cube compressive strength is 40.67 MPa. Horizontal stirrup adopts HRB335-grade steel reinforcement with a diameter of 8 mm, with an interval at an encrypted area being 150 mm, and an interval at a non-encrypted area being 200 mm. The longitudinal bar adopts HRB335-grade steel reinforcement with a diameter of 25 mm, with 2 longitudinal bars being arranged at an upper part, and 6 longitudinal bars being arranged at a lower part. The waist bar adopts HRB335-grade steel reinforcement with a diameter of 8 mm, being arranged at both sides of the I-shaped steel, with each side being 3 waist bars. The demolished concrete lumps are waste concrete lumps after demolishing an old building and removing protective layers and all steel reinforcements. The fresh concrete is a natural aggregate concrete. The demolished concrete lump has a characteristic size of 100˜200 mm, and a mass ratio of the demolished concrete lump and the fresh concrete is 1:2.

[0025] A construction process of the above-described I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps, which comprises following steps:

[0026] (1) forming the I-shaped steel having discontinuous top flange by welding a bottom flange plate, a web and two rectangle steel plates in advance, setting up a bottom die of the compound concrete beam first, after hoisting the I-shaped steel having discontinuous top flange in position, binding longitudinal bars, waist bars and stirrups, and finally setting up a side die;

[0027] (2) fully wetting demolished concrete lumps in advance, pouring fresh concrete with a thickness of 20 mm inside a cavity formed by the bottom die and the side die first, then putting a layer of the wet demolished concrete lumps in a gap between the two rectangle steel plates, and stirring artificially so that the 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 and fully vibrating, so that the demolished concrete lumps and the fresh concrete are uniformly mixed into one; repeatedly and alternately pouring the fresh concrete and the demolished concrete lumps until pouring is finished.

[0028] For the purpose of comparison, a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm and same material, same longitudinal bars, stirrups and waist bars, and natural aggregate concrete having a cube compressive strength of 40.67 MPa are taken, to produce a composite beam with internal conventional I-shaped steel. It is eventually found that the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps in the present embodiment has a flexural bearing capacity of normal section of 1846 kN.Math.m, while the composite beam with internal conventional I-shaped steel has a flexural bearing capacity of normal section of 1932 kN.Math.m. By calculating, it can be seen that the flexural bearing capacity of normal section of the two beams is only 4.4% difference, but the former not only saves 10.03% of steel, but also puts 1.26 cubic meters of demolished concrete lumps into recycling.

Embodiment 2

[0029] See FIG. 2a, FIG. 2b and FIG. 2c, the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps according to the present invention comprising a discontinuous top flange plate 1, a web 2, a bottom flange plate 3, demolished concrete lumps 4, fresh concrete 5, stirrups 6, longitudinal bars 7 and waist bars 8. The recycled compound concrete beam has a rectangular section, with a beam depth of 850 mm, a beam width of 550 mm, and a beam length of 8100 mm. The discontinuous top flange plate is two (150 mm+300 mm)×2100 mm×12 mm trapezoid steel plates. The web and the bottom flange plate are the same as the web and bottom flange plate of a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm, respectively, which are Q235 steel material, and have a measured yield strength of 255.8 MPa, and an ultimate strength of 330.7 MPa. The fresh concrete has a cube compressive strength of 42.2 MPa, while the demolished concrete lump has a cube compressive strength 37.6 MPa, and after combination, the cube compressive strength is 40.67 MPa. Horizontal stirrup adopts HRB335-grade steel reinforcement with a diameter of 8 mm, with an interval at an encrypted area being 150 mm, and an interval at a non-encrypted area being 200 mm. The longitudinal bar adopts HRB335-grade steel reinforcement with a diameter of 25 mm, with 2 longitudinal bars being arranged at an upper part, and 6 longitudinal bars being arranged at a lower part. The waist bar adopts HRB335-grade steel reinforcement with a diameter of 8 mm, being arranged at both sides of the I-shaped steel, with each side being 3 waist bars. The demolished concrete lumps are waste concrete lumps after demolishing an old building and removing protective layers and all steel reinforcements. The fresh concrete is a natural aggregate concrete. The demolished concrete lump has a characteristic size of 100˜200 mm, and a mass ratio of the demolished concrete lump and the fresh concrete is 1:2.

[0030] A construction process of the above-described I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps, which comprises following steps:

[0031] (1) Forming the I-shaped steel having discontinuous top flange by welding a bottom flange plate, a web and two trapezoid steel plates in advance, setting up a bottom die of the compound concrete beam first, after hoisting the I-shaped steel having discontinuous top flange in position, then binding longitudinal bars, stirrups and waist bars, and finally setting up a side die;

[0032] (2) fully wetting demolished concrete lumps in advance, pouring fresh concrete with a thickness of 30 mm inside a cavity formed by the bottom die and the side die first, then putting a layer of the wet demolished concrete lumps in a gap between the two trapezoid steel plates, and stirring artificially so that the 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 and fully vibrating, so that the demolished concrete lumps and the fresh concrete are uniformly mixed into one; repeating the above-described process until pouring is finished.

[0033] For the purpose of comparison, a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm and same material, same longitudinal bars, stirrups and waist bars, and natural aggregate concrete having a cube compressive strength of 40.67 MPa are taken, to produce a composite beam with internal conventional I-shaped steel. It is eventually found that the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps in the present embodiment has a flexural bearing capacity of normal section of 1846 kN.Math.m, while the composite beam with internal conventional I-shaped steel has a flexural bearing capacity of normal section of 1932 kN.Math.m. By calculating, it can be seen that the flexural bearing capacity of normal section of the two beams is only 4.4% difference, but the former not only saves 15.05% of steel, but also puts 1.26 cubic meters of demolished concrete lumps into recycling.

Embodiment 3

[0034] See FIG. 3a, FIG. 3b and FIG. 3c, the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps according to the present invention comprising a discontinuous top flange plate 1, a web 2, a bottom flange plate 3, demolished concrete lumps 4, fresh concrete 5, stirrups 6, longitudinal bars 7 and waist bars 8. The recycled compound concrete beam has a rectangular section, with a beam depth of 850 mm, a beam width of 550 mm, and a beam length of 8100 mm. The discontinuous top flange plate is two (75 mm+300 mm)×2100 mm×12 mm trapezoid steel plates. The web and the bottom flange plate are the same as the web and bottom flange plate of a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm, respectively, which are Q235 steel material, and have a measured yield strength of 255.8 MPa, and an ultimate strength of 330.7 MPa. The fresh concrete has a cube compressive strength of 42.2 MPa, while the demolished concrete lump has a cube compressive strength of 37.6 MPa, and after combination, the cube compressive strength is 41.05 MPa. Horizontal stirrup adopts HRB335-grade steel reinforcement with a diameter of 8 mm, with an interval at an encrypted area being 150 mm, and an interval at a non-encrypted area being 200 mm. The longitudinal bar adopts HRB335-grade steel reinforcement with a diameter of 2 5mm, with 2 longitudinal bars being arranged at an upper part, and 6 longitudinal bars being arranged at a lower part. The waist bar adopts HRB335-grade steel reinforcement with a diameter of 8 mm, being arranged at both sides of the I-shaped steel, with each side being 3 waist bars. The demolished concrete lumps are waste concrete lumps after demolishing an old building and removing protective layers and all steel reinforcements. The fresh concrete is a natural aggregate concrete. The demolished concrete lump has a characteristic size of 100˜200mm, and a mass ratio of the demolished concrete lump and the fresh concrete is 1:3.

[0035] A construction process of the above-described I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps, which comprises following steps:

[0036] (1) Forming the I-shaped steel having discontinuous top flange by welding a bottom flange plate, a web and two trapezoid steel plates in advance, setting up a bottom die of the compound concrete beam first, after hoisting the I-shaped steel having discontinuous top flange in position, then binding longitudinal bars, stirrups and waist bars, and finally setting up a side die;

[0037] (2) fully wetting demolished concrete lumps in advance, pouring fresh concrete with a thickness of 20 mm inside a cavity formed by the bottom die and the side die first, then putting a layer of the wet demolished concrete lumps in a gap between the two trapezoid steel plates, and stirring artificially so that the 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 and fully vibrating, so that the demolished concrete lumps and the fresh concrete are uniformly mixed into one; repeating the above-described process until pouring is finished.

[0038] For the purpose of comparison, a conventional I-shaped steel having a section size of 500 mm×300 mm×10 mm×12 mm and same material, same longitudinal bars, stirrups and waist bars, and natural aggregate concrete having a cube compressive strength of 41.05 MPa are taken, to produce a composite beam with internal conventional I-shaped steel. It is eventually found that the I-shaped steel with discontinuous top flange reinforced compound concrete beam containing demolished concrete lumps in the present embodiment has a flexural bearing capacity of normal section of 1852 kN.Math.m, while the composite beam with internal conventional I-shaped steel has a flexural bearing capacity of normal section of 1936 kN.Math.m. By calculating, it can be seen that the flexural bearing capacity of normal section of the two beams is only 4.34% difference, but the former not only saves 17.56% of steel, but also puts 0.95 cubic meters of demolished concrete lumps into recycling.

[0039] The above are preferred implementations of the present invention, but the implementations of the present invention are not limited by the above content. Any other changes, modifications, substitutions, combinations and simplifications that are not deviated from the spirit and principles of the present invention should be equivalent replacements, which are included within the scope of protection of the present invention.