Column and beam connection structure and method

1. A column and beam connection structure for connecting a steel H-beam to a column using an external diaphragm, the column having a uniform rectangular cross-sectional shape along its entire length with four external surfaces meeting at corner portions, wherein:

the external diaphragm comprises a plurality of diaphragm segments;

each of the diaphragm segments comprises a column plate abutting on the column;

one of the plurality of diaphragm segments is arranged along the steel H-beam and comprises a beam plate installed on a flange of the steel H-beam, the beam plate having an end portion at which the column plate of the one of the diaphragm segments is provided;

joining locations between adjacent ones of the diaphragm segments are placed in vicinities of the corner portions of the column, such that each of the external surfaces of the column abuts the column plate of only one of the diaphragm segments;

joining members are fastened to fix between the adjacent ones of the diaphragm segments, such that contact pressure is applied from the column plates of the diaphragm segments to the external surfaces of the column; and

the diaphragm segments abut on the column via the respective column plates thereof to be fixed to the column, and the column plates are not directly connected to the column by any joining member and are not directly connected to the column by welding.

2. The column and beam connection structure according to claim 1 , wherein:

each of the diaphragm segments further comprises tensile joining portions provided at both ends of the column plate; and

in the one of the diaphragm segments comprising the beam plate, the tensile joining portions are erected upward or downward from a surface of the beam plate.

3. The column and beam connection structure according to claim 2 , wherein the joining members comprise bolts, each of the bolts having a tip to which a nut is screwed, and the bolts being inserted between adjacent ones of the tensile joining portions of the adjacent ones of the diaphragm segments.

4. The column and beam connection structure according to claim 3 , wherein the tensile joining portions and the joining members are separated from the flange of the steel H-beam.

5. The column and beam connection structure according to claim 3 , wherein stress transfer mechanisms are provided between the adjacent ones of the tensile joining portions of the adjacent ones of the diaphragm segments, wherein the stress transfer mechanisms are configured to transfer a shearing force to a side separated from the column.

6. The column and beam connection structure according to claim 1 , wherein the diaphragm segments are not glued to the column.

7. The column and beam connection structure according to claim 2 , wherein the diaphragm segments are not glued to the column.

8. The column and beam connection structure according to claim 3 , wherein the diaphragm segments are not glued to the column.

9. The column and beam connection structure according to claim 4 , wherein the diaphragm segments are not glued to the column.

10. The column and beam connection structure according to claim 5 , wherein the diaphragm segments are not glued to the column.

11. The column and beam connection structure according to claim 1 , wherein:

the external diaphragm is configured such that gaps are formed between the adjacent ones of the diaphragm segments arranged around the column while the column plates abut on the column; and

the joining members are configured to reduce the gaps when fastened between the adjacent ones of the diaphragm segments, to generate the contact pressure applied from the column plates to the external surfaces of the column.

12. The column and beam connection structure according to claim 2 , wherein:

the external diaphragm is configured such that gaps are formed between the adjacent ones of the diaphragm segments arranged around the column while the column plates abut on the column; and

the joining members are configured to reduce the gaps when fastened between the adjacent ones of the diaphragm segments, to generate the contact pressure applied from the column plates to the external surfaces of the column.

13. The column and beam connection structure according to claim 3 , wherein:

the external diaphragm is configured such that gaps are formed between the adjacent ones of the diaphragm segments arranged around the column while the column plates abut on the column; and

the joining members are configured to reduce the gaps when fastened between the adjacent ones of the diaphragm segments, to generate the contact pressure applied from the column plates to the external surfaces of the column.

14. The column and beam connection structure according to claim 4 , wherein:

the external diaphragm is configured such that gaps are formed between the adjacent ones of the diaphragm segments arranged around the column while the column plates abut on the column; and

the joining members are configured to reduce the gaps when fastened between the adjacent ones of the diaphragm segments, to generate the contact pressure applied from the column plates to the external surfaces of the column.

15. The column and beam connection structure according to claim 5 , wherein:

the external diaphragm is configured such that gaps are formed between the adjacent ones of the diaphragm segments arranged around the column while the column plates abut on the column; and

the joining members are configured to reduce the gaps when fastened between the adjacent ones of the diaphragm segments, to generate the contact pressure applied from the column plates to the external surfaces of the column.

16. The column and beam connection structure according to claim 1 , wherein the external diaphragm is provided on each of upper and lower flanges of the steel H-beam.

17. The column and beam connection structure according to claim 1 , wherein:

the beam plate of the one of the diaphragm segments reduces the contact pressure from the column plate of the one of the diaphragm segments to the external surface of the column abutted by the column plate;

a tensile force is transferred from the steel H-beam to the beam plate, and the tensile force is transferred from the one of the diaphragm segments to another one of the diaphragm segments; and

the another one of the diaphragm segments applies a compressive force from the column plate thereof to the column based on the transferred tensile force.

18. The column and beam connection structure according to claim 1 , wherein a vertical height of each of the column plates is smaller at a center portion thereof than at an end portion thereof.

19. The column and beam connection structure according to claim 18 , wherein the contact pressure applied to each of the external surfaces of the column is greater in vicinities of the corner portions of the column than in vicinities of central portions of the external surfaces of the column.

20. A column and beam connection method for connecting a steel H-beam to a column using an external diaphragm, the column having a uniform rectangular cross-sectional shape along its entire length with four external surfaces meeting at corner portions, the external diaphragm comprising a plurality of diaphragm segments, each of the diaphragm segments comprising a column plate, and one of the diaphragm segments comprising a beam plate, the method comprising:

causing the column plates of the plurality of diaphragm segments to abut the column, such that each of the external surfaces of the column abuts the column plate of only one of the diaphragm segments, and such that joining locations between adjacent ones of the diaphragm segments are located in vicinities of the corner portions of the column

installing the beam plate of the one of the diaphragm segments on a flange of the steel H-beam, the beam plate having an end portion at which the column plate of the one of the diaphragm segments is provided; and

fastening joining members between the adjacent ones of the diaphragm segments to fix the diaphragm segments such that contact pressure is applied from the column plates to the surfaces of the column;

wherein the diaphragm segments abut on the column via the respective column plates thereof to be fixed to the column, and the column plates are not directly connected to the column by any joining member and are not directly connected to the column by welding.