Concrete filled steel tube column and method of constructing same

A method of constructing a concrete filled steel tube column comprising the steps:

• (a) preparing a steel tube piece;
• (b) erecting the tube piece;
• (c) after the erecting step, joining beams to the tube piece;
• (d) applying an axial tensile load to the tube piece so that an axial stress is induced in the tube piece;
• (e) after the load applying step, charging concrete into the tube piece to form a concrete core within the tube piece;
• (f) after the charged concrete is cured, releasing the tensile load from the tube piece so that the concrete core is subjected to an axial compression as a reaction to the application of an axial tension to the tube piece, whereby the stress induced in the tube piece remains in the tube piece as an axial prestress;
• (g) preparing another steel tube piece;
• (h) coaxially joining said another tube piece to an upper end of the concrete filled tube piece;
• and thereafter
• (i) repeating the steps (c) to (i), whereby the prestress in each of the tube pieces counteracts a stress resulting from a compressive load exerted on the tube piece by the joined tube pieces, resulting in the construction of a concrete filled steel tube column in which the steel tube has substantially no axial stress.

A method of constructing a concrete filled steel tube column comprising the steps in the order described:

• (k) preparing a plurality of concrete filled steel tube pieces, each including a steel tube piece having an axial prestress introduced thereinto, and a concrete core disposed within the tube piece, the concrete core being under an axial compression as a reaction to the application of an axial tension to the tube piece to introduce the prestress into the tube piece;
• (l) erecting one of the concrete filled tube pieces;
• (m) joining beams to the concrete filled tube piece;
• (n) coaxially joining another concrete filled tube piece to an upper end of the concrete filled tube piece to which the beams are joined;
• and
• (o) repeating the steps (m) to (o), whereby the prestress in each of the tube pieces counteracts a stress resulting from a compressive load exerted on the tube piece by the joined concrete filled steel tubes, resulting in the construction of a concrete filled steel tube column in which the steel tube has substantially no axial stress.

A method of constructing a concrete filled steel tube column comprising the steps:

• (A) preparing a steel tube piece;
• (B) forming a separating layer on an inner face of the tube piece so that the tube piece is not bonded to concrete that is to be charged into the tube piece;
• (C) erecting the tube piece;
• (D) after the step (C), joining beams to the tube piece;
• (E) forming a ring-shaped gap in the tube piece so that an upper portion of the tube piece is separated from a lower portion of the tube piece;
• (F) after the steps (B) and (C), charging said concrete into the tube piece having the separating layer to form a concrete core within the tube piece, whereby the tube piece is axially slidable relative to the concrete core;
• (G) preparing another steel tube piece;
• (H) forming a separating layer on an inner face of said another tube piece so that the tube piece is not bonded to concrete that is to be charged into the tube piece;
• (I) after the charged concrete is cured, coaxially joining said another tube piece to an upper end of the concrete filled tube piece;
• (J) repeating the steps (D) to (J), whereby the concrete core is subjected to an axial compressive load, thereby reducing its axial length, resulting in a downward sliding movement of the tube pieces which eliminates the ring-shaped gaps in the tube pieces;
• and
• (K) finally, joining the upper portion of each of the tube pieces together with the lower portion of the corresponding tube piece, whereby there is constructed a concrete filled steel tube column in which the steel tube has substantially no axial stress.

A method of constructing a concrete filled steel tube column comprising the steps:

• (M) preparing a steel tube piece;
• (N) forming a separating layer on an inner face of the tube piece so that the tube piece is not bonded to concrete that is to be charged into the tube piece;
• (O) erecting the tube piece on a foundation with a lower end of the tube piece spaced apart from the foundation so that a ring-shaped gap is formed between the lower end of the tube piece and the foundation;
• (P) after the step (O), joining beams to the tube piece;
• (Q) after the steps (N) and (O), charging said concrete into the tube piece having the separating layer to form a concrete core within the tube piece, whereby the tube piece is axially slidable relative to the concrete core;
• (R) preparing another steel tube piece;
• (S) forming a separating layer on an inner face of said another tube piece so that the tube piece is not bonded to concrete that is to be charged into the tube piece;
• (T) after the charged concrete is cured, coaxially placing said another tube piece on the concrete filled tube piece with the adjacent ends of both the tube pieces spaced apart so that a ring-shaped gap is formed between their adjacent ends;
• (U) after the step (T), repeating the steps (P) to (U), whereby the concrete core is subjected to an axial compressive load, thereby reducing its axial length, resulting in a downward sliding movement of the tube pieces which eliminates the ring-shaped gaps;
• and
• (V) finally, joining all the tube pieces in series and the lowermost tube piece together with the foundation, whereby there is constructed a concrete filled steel tube column in which the steel tube has substantially no axial stress.

A method of constructing a concrete filled steel tube column comprising the steps:

• (i) preparing a steel tube piece;
• (ii) forming a separating layer on an inner face of the tube piece so that the tube piece is not bonded to concrete that is to be charged in to the tube piece;
• (iii) erecting the tube piece;
• (iv) after the step (iii), joining beams to the tube piece;
• (v) forming a ring-shaped gap in the tube piece so that an upper portion of the tube piece is separated from a lower portion of the tube piece;
• (vi) after the steps (ii) and (iii), charging said concrete into the tube piece having the separating layer to form a concrete core within the tube piece, whereby the tube piece is axially slidable relative to the concrete core;
• (vii) after the charged concrete is cured, applying an axial tensile load to the tube piece by pulling both the upper and lower portions of the tube piece toward each other to eliminate the ring-shaped gap, whereby an axial stress is induced in the tube piece;
• (viii) after the step (vii), joining the upper portion of the tube piece together with the lower portion of the tube piece so that the stress induced in the tube piece remains in the tube piece as an axial prestress;
• (ix) preparing another steel tube piece;
• (x) forming a separating layer on an inner face of said another tube piece so that the tube piece is not bonded to concrete that is to be charged in to the tube piece;
• (xi) after the step (viii), coaxially joining said another tube piece to an upper end of the concrete filled tube piece;
• and
• (xii) repeating the steps (iv) to (xii), whereby the prestress in each of the tube pieces counteracts a stress resulting from a compressive load exerted to the tube piece by the joined tube pieces, resulting in the construction of a concrete filled steel tube column in which the steel tube has substantially no axial stress.

A method of constructing a concrete filled steel tube column comprising the steps:

• (I) preparing a steel tube piece;
• (II) forming a separating layer on an inner face of the tube piece so that the tube piece is not bonded to concrete that is to be charged in to the tube piece;
• (III) erecting the tube piece on a foundation with a lower end of the tube piece spaced apart from the foundation so that a ring-shaped gap is formed between the lower end of the tube piece and the foundation;
• (IV) after the step (III), joining beams to the tube piece;
• (V) after the steps (II) and (III), charging said concrete into the tube piece having the separating layer to form a concrete core within the tube piece, whereby the tube piece is axially slidable relative to the concrete core;
• (VI) after the charged concrete is cured, applying an axial tensile load to the tube piece by pulling the tube piece downward to eliminate the ring-shaped gap, whereby an axial stress is induced in the tube piece;
• (VII) after the load applying step, joining the lower end of the tube piece with the foundation so that the stress induced in the tube piece remains in the tube piece as an axial prestress;
• (VIII) preparing another steel tube piece;
• (IX) forming a separating layer on an inner face of said another tube piece so that the tube piece is not bonded to concrete that is to be charged in to the tube piece;
• (X) after the lower end joining step, coaxially placing said another tube piece on the concrete filled tube piece with their adjacent ends spaced apart so that a ring-shaped gap is formed between their adjacent ends;
• (XI) after the step (X), repeating the steps (V) to (VI);
• (XII) subsequently, joining the lower end of the tube piece with an upper end of the lower adjoined tube piece so that the stress induced in the tube piece remains in the tube piece as an axial prestress;
• and
• (XIII) repeating the steps (VIII) to (XIII), whereby the prestress in each of the tube pieces counteracts a stress resulting from a compressive load exerted on the tube piece by the joined tube pieces, resulting in the construction of a concrete filled steel tube column in which the steel tube has substantially no axial stress.