CN104453095A - L-shaped steel tube-steel rib glass concrete combination column - Google Patents

Abstract

The invention relates to an L-shaped steel pipe-steel frame glass concrete composite column, which is composed of steel frame, steel pipe and glass concrete, the steel frame is welded by steel plates, the steel frame is located in the center of the L-shaped steel The glass fragments of the aggregate, the glass concrete in the L-shaped steel pipe column are in a three-way compression state, and the glass concrete is located inside the L-shaped steel pipe column. The steel frame is welded into two T shapes, and the lower ends of the T shapes are connected. It is conducive to improving the mechanical performance of the L-shaped column limbs; the L-shaped steel pipe is located outside, and the concrete inside the steel pipe is in a three-dimensional compression state, which restricts the deformation of the concrete. Glass concrete can effectively improve the corrosion resistance of the column, and achieve Save resources and protect the environment. The invention is the main component of the frame structure in high-rise and long-span buildings, which has high bearing capacity, high rigidity, light weight, good plasticity and toughness, good impact resistance and fatigue resistance, good earthquake resistance, and good durability. Features such as energy saving and environmental protection.

Description

L-shaped steel pipe-steel reinforced glass concrete composite column

technical field

The invention relates to a concrete member, in particular to an L-shaped concrete column used in civil engineering, which is a novel L-shaped section composite column.

Background technique

In the current society, with the development of super high-rise and long-span buildings, ordinary reinforced concrete columns are no longer suitable for heavy-duty columns under large loads. In this case, there are circular steel pipe-steel reinforced concrete composite columns and square steel pipe-steel reinforced concrete composite columns. However, due to people's higher and higher requirements for the building environment, especially the increasing emphasis on the structure of the house and the layout of the living room, the section size of the ordinary steel pipe-steel reinforced concrete heavy-duty column is often larger than the thickness of the wall, which affects the indoor space. It is difficult to meet the requirements of architectural beauty. In order to solve this problem, the structural form of L-shaped steel pipe concrete column appeared again later.

The advantages of the L-shaped concrete-filled steel tube column structure system are more prominent, and scholars and experts at home and abroad have begun to study it. The L-shaped concrete-filled steel tube column, due to the existence of the outer steel tube, constrains the deformation of the concrete to some extent, provides space for the application of brittle high-strength concrete, and the construction process is simple, without the need for binding steel skeletons and supporting formwork. However, the L-shaped concrete-filled steel pipe column does not significantly improve the bearing capacity of the column. When the building structure has a high demand for bearing capacity, the cross-sectional size will be increased, which will also make the indoor edges and corners protrude. For the L-shaped column, too much Long columns are prone to shear hysteresis.

At the same time, due to the large amount of waste glass produced in recent years, a huge amount of domestic waste and industrial waste has been formed. According to statistics, the waste glass produced in my country every year accounts for about 5% of the total urban waste, causing serious waste of resources and increasing our environmental burden. With the increasing depletion of natural concrete aggregates, resource and environmental problems are becoming more and more prominent. Using waste glass as aggregates to prepare concrete not only makes reasonable use of resources, but also has good corrosion resistance compared with ordinary concrete. , effectively improving the durability of concrete.

Therefore, under the above background, this paper proposes a new type of L-shaped steel tube-steel reinforced glass concrete composite column, which combines the advantages of L-shaped steel tube concrete column, steel reinforced concrete column, and glass concrete column, and reduces the Resource pressure and environmental burden have greatly broadened the application and development space of concrete L-shaped cross-section columns, which has very important research significance.

Contents of the invention

The object of the present invention is to provide an L-shaped steel pipe-steel reinforced glass concrete composite column. This new type of composite column not only improves the mechanical performance of ordinary L-shaped steel pipe concrete columns, but also makes full use of waste glass to achieve effective recycling of waste. Utilization saves resources and protects the environment. The present invention is realized through the following technical solutions: the inner steel frame of the L-shaped steel tube-steel frame glass concrete composite column is welded by steel plates and located in the center of the column, and the steel frame and steel tube are firstly connected to the bottom plate by welding or bolts when making the test piece Fix together and then pour the glass concrete. It is characterized in that: the inner steel frame located inside the L-shaped column improves the mechanical performance of the limbs, and improves the bearing capacity and ductility of the L-shaped column; the concrete contains glass fragments acting as aggregates, which improves the corrosion resistance of the concrete Due to the existence of inner steel reinforcement, compared with ordinary L-shaped concrete filled steel pipe, its seismic performance is significantly improved.

The glass fragments used as aggregates in concrete are divided into glass fragments with a particle size of 5 mm to 25 mm and glass fragments with a particle size of 0.15 mm to 2.5 mm, which are used as coarse aggregate and fine aggregate in glass concrete, respectively. According to the volume of glass concrete per cubic meter, the weight of coarse aggregate glass is 300kg-1500kg, the weight of fine aggregate glass is 300kg-500kg, cement is 400kg-800kg, and water is 150kg-250kg. Too much glass is not good, it will affect the strength of glass concrete, and too little is not good.

Advantage and effect of the present invention are:

1. Make full use of waste glass to turn waste into treasure, save energy, and be environmentally friendly;

2. The steel frame is located inside the L-shaped concrete-filled steel tube column, protected by the external concrete, and has good fire resistance and corrosion resistance;

3. The concrete in the steel pipe is in a three-phase compression state, which restricts the deformation of the concrete and provides space for the application of brittle high-strength concrete;

4. The existence of the steel frame improves the mechanical performance of the limbs and the bearing capacity of the composite column;

5. The corrosion resistance of glass concrete is higher than that of ordinary concrete, which improves the durability and safety of the structure;

6. The steel frame and steel pipe can be constructed first, and the steel frame and steel pipe can be welded or bolted at the bottom, and then the longitudinal bars and stirrups can be tied to form a skeleton and then pour glass concrete to form a laminated column;

7. Due to the presence of steel frames and steel pipes, the ductility of the column is improved, and the ultimate bearing capacity of the column is increased, which is beneficial to the seismic design of the earthquake zone;

8. The application and development space of the L-shaped column is widened, and the appearance of the building is beautified.

Description of drawings

Fig. 1 is a schematic diagram of an L-shaped steel pipe-steel reinforced glass concrete composite column.

Among the figure: 1 is an L-shaped steel pipe, 2 is an inner steel frame, and 3 is glass concrete.

Detailed ways

The L-shaped steel tube-steel frame glass concrete composite column of the present invention is composed of steel frame, steel tube and glass concrete, the steel frame is welded by steel plates, the steel frame is located in the center of the L-shaped steel tube column, and the glass concrete contains glass as aggregate Fragments, the glass concrete inside the L-shaped steel pipe column is in a three-way compression state, and the glass concrete is located inside the L-shaped steel pipe column. The steel frame is welded into two T shapes, and the lower ends of the T shapes are connected. The glass concrete (3) includes coarse glass aggregates with a particle size of 5 mm to 30 mm and fine glass aggregates with a particle size of 0.1 mm to 3 mm.

Glass concrete (3) According to the volume of glass concrete per cubic meter, the weight of coarse aggregate glass is 300kg-1500kg, the weight of fine aggregate glass is 300kg-1500kg, cement is 400kg-600kg, and water is 150kg-300kg. The glass concrete (3) includes simple glass, organic glass and inorganic glass.

The specific process is as follows:

Weld steel plates into steel frames according to regulations;

1. Fix the steel frame and steel pipe to the bottom plate by welding or bolting, and keep it vertical or at a certain angle;

2. Make glass fragments with a particle size of 5mm-25mm and a particle size of 0.15mm-2.5mm, which are used as coarse aggregate and fine aggregate in glass concrete respectively;

3. According to the volume of glass concrete per cubic meter, the weight of coarse aggregate glass is 300kg-1500kg, the weight of fine aggregate glass is 300kg-500kg, cement is 400kg-800kg, and water is 150kg-250kg, and the glass concrete is formed. ;;

4. Pouring glass concrete;

5. Regular maintenance;

6. After the specified maintenance date is reached, the mold is removed and formed.

Claims (5)

1.L shape steel pipe-reinforcing bar glascrete coupled column, it is characterized in that: be made up of reinforcing bar, steel pipe and glascrete, reinforcing bar is formed by Plate Welding, reinforcing bar (2) is positioned at the center of L shape steel pipe column, containing the glass fragment serving as aggregate in its glascrete (3), glascrete in L shape steel pipe column (1) is in three dimension stress state, and glascrete (3) is positioned at the inside of L shape steel pipe column (1).

2. the L shape steel pipe according to right 1-reinforcing bar glascrete coupled column, is characterized in that: reinforcing bar (2) is welded into two T-shaped, and T-shaped lower end is connected.

3. the L shape steel pipe according to right 1-reinforcing bar glascrete coupled column, is characterized in that: described glascrete (3) comprises particle diameter at the raw glass aggregate of 5mm ~ 30mm and the particle diameter thin glass aggregate at 0.1mm ~ 3mm.

4. the glascrete in the L shape steel pipe as described in right 1-reinforcing bar glascrete coupled column, it is characterized in that: glascrete (3) is according to every cubic metre of glascrete volume, coarse aggregate glass weight 300kg ~ 1500kg, fines glass weight 300kg ~ 1500kg, cement 400 kg ~ 600 kg, the ratio of water 150 kg ~ 300 kg fully stirs.

5. the L shape steel pipe according to right 1-reinforcing bar glascrete coupled column, is characterized in that: described glascrete (3) is inner comprises simple substance glass, organic glass and unorganic glass.