The present application is a National Phase of International Application Number PCT/JP2012/073411, filed Sep. 13, 2012, and claims priority from, Japanese Application Number 2011-200382, filed Sep. 14, 2011 and Japanese Application Number 2012-049017, filed Mar. 6, 2012.
The present invention relates to a connection structure of a beam and a column and the like for connecting a beam having different heights to a steel pipe column.
Conventionally, in a construction using a steel pipe column, there is a case in which a beam of H shaped steel is connected. To connect the column and the beam, a through-diaphragm corresponding to the height of a flange part of the beam is provided to transmit stress from the beam to the column efficiently at a connection part thereof. The through-diaphragm is a plate-like member that is connected by welding and the like between a column and a column. Generally, the flange part of the beam is butted against the side surface of the through-diaphragm and welded.
However, there are cases in which the sizes (heights) of the beam that is connected to the column are not same in all directions. For example, there is a case in which a beam having a shorter height in one direction is connected. In such a case, it is impossible to connect at least one of the upper and lower flanges of the beam to the through-diaphragm to which another beam is connected.
To connect such a beam having different heights, a connection structure of column-and-beam wherein, a square-shaped section pipe, a cross-shaped plate that supports two parallel sides of the square-shaped section pipe, and a tilted plate that supports two sides holding a corner part of the square-shaped section pipe are integrally formed by casting; an edge part of a column-and-beam connection metal is welded to the square-shaped section pipe, the column-and-beam connection metal having peripheral surface which are flat shaped at least at the area on which the beam is attached; and an H shape beam is connected by non-scallop welding to the peripheral surface of the column-and-beam connection metal is proposed (See Patent Document 1).
[Patent Document 1] Japanese Unexamined Patent Application Publication No. 2001-329613
However, providing an inner diaphragm in the column such as in Patent Document 1 requires a large amount of welding and has a problem of poor workability. Also, in the structure described in Patent Document 1, since it is necessary to integrally mold the column-and-beam connection structure, the metal object becomes large in mass and costly as well. However, providing the through-diaphragm for each of the beams with different heights requires man-hours since it is necessary to cut the column, hold the column in between by the diaphragms, and then connect the column and the diaphragms.
The present invention was achieved in view of such problems. Its object is to provide a connection structure of a beam and a column, wherein the beam having different heights is connected to the column without connection members such as diaphragms and the like inside the column, so that the structure is simple and the work can be done only outside the column.
To achieve the above object, a first invention provides a structure of a beam and a column comprising: a connection member having a column-connection surface connected to the column, a beam-mounting surface which is a surface approximately perpendicular to the column-connection surface, and a notch formed on the column-connection surface along the width direction of the body to avoid interference with a diaphragm; a pair of diaphragms formed on the column; a first beam of which flange parts are connected to the upper and the lower diaphragms respectively; and a second beam that has a different height to the first beam and is connected to the column in a different direction to the first beam; wherein, the thickness of the connection member at an intersection part of the extended part of the diaphragm and the connection member, in which the interference is avoided at the notch, is provided to be larger than the thickness of the column; a flange part of the second beam is connected to one of the diaphragms; the column-connection surface of the connection member is connected to the peripheral surface of the column between the other flange part of the second beam and the other diaphragm; and stress is transmitted between the other flange part of the second beam and the other diaphragm via the connection member.
It is preferable that a depression is provided on the beam-connection surface and the depth of the depression is half or more of the body thickness of the connection member. It is also preferable that the thickness of the connection member at an intersection part of the extended part of the diaphragm and the connection member, in which the interference is avoided at the notch, is provided to be larger than the thickness of the column. Preferably, the lower surface of the other flange surface of the second beam is in contact with the beam-mounting surface of the connection member. A rib may be formed on the depression in its width direction.
It is also preferable to use a reinforcing member having a convex part protruding along the thickness direction of the edge part of the body in a direction that is perpendicular to its width direction wherein, the column has an approximately rectangular shaped cross-sectional outline and a curved surface part at a corner part; at least one of the edge part of the second beam in its width direction protrudes over the curved surface part of the column; the reinforcing member is connected to the column and the second beam with the convex part being inserted to a gap between the curved surface part and the other flange part of the second beam at the height of the other flange part of the second beam; and stress is transmitted between the other flange part of the second beam and the column via the reinforcing member.
It is preferable that the beam-and-column connection member comprises a column-connection surface which is connected to the column and a beam-mounting surface which is a surface approximately perpendicular to the column-connection surface. It is also preferable to further use a connection member having a notch formed along the width direction of the body to avoid interference with a diaphragm provided with a depression having a depth which is half or more of the thickness of the connection member on the column-connection surface wherein, the column-connection surface of the connection member is connected to the peripheral surface of the column between the other flange part of the second beam and the other diaphragm; and stress is transmitted between the other flange part of the second beam and the other diaphragm via the connection member.
The width of the second beam may be less than the width of the column and the second beam may be connected to the column decentered in its width direction.
It is preferable that the inner surface of the convex part of the reinforcing member is a concave curved surface part which approximately corresponds to the shape of the curved surface, and the radius of curvature of the concave surface part is less than the radius of curvature of the curved surface part.
It is preferable that the length of the reinforcing member is half or less of the width of the column.
According to the first aspect of the present invention, since the depression is formed on the welded surface side that is to be connected to the column, and the depth of the depression is half or more of the body thickness, weight-reduction is achieved without having excessive strength. For example, when force is applied in a direction in which the beam moves away from the column, the column takes charge of the tensile force and the connection member takes charge of the compressive force. In this situation, the compressive force is received by the outer side of the thickness center of the connection member.
That is, excessive strength is not required for this part since the inner side of the thickness center of the connection member does not take charge of the force from the beam and the column takes charge of the tensile force. Therefore, both high strength and weight-reduction can be achieved by forming a depression on this part.
Also, if the connection member is welded to the diaphragm and the outer surface of the column, and if the lower part of the flange part of the beam is in contact with the beam-mounting surface of the connection member, stress from the beam can be securely transmitted to the column.
Also, if the rib is formed in the depression in its width direction, a deformation and the like of the connection member can be avoided when force is applied from the beam to the column.
On the other hand, in a case in which the column is a rectangular steel pipe, the column is made by bending a steel plate and a curved surface part is formed on the corner part. Therefore, for example, to weld the beam to the column such that the beam is decentered to the column and the side surface of the column can coincide with the side surface of the beam, it is required to weld the beam to the curved surface part of the column. However, since a gap is formed between the beam and the curved surface part, it is necessary to form a through-diaphragm at the part to effectively transmit stress from the beam to the column. However, as described above, disposing a through-diaphragm at each beam height requires large amount of work time and is not preferable.
In comparison to above, according to the present invention, a connection structure of the column and the beam which can transmit stress from the beam to the column effectively even for the column having the curved surface part on the corner part can be obtained. More specifically, when connecting a beam having different heights from other beams to a column and a part of the beam protrudes over the curved surface part of the column, stress from the beam to the column at the part can be effectively transmitted by using a reinforcing member having a convex part and welding the convex part which is disposed in a gap between the column and the beam at the curved surface part.
Such a structure is especially effective in a case in which the beam is smaller in width than the column and is disposed decentered to the column in its width direction.
Also, by making the shape of the side surface of the convex part a concave surface part that approximately corresponds to the shape of the curved surface part of the corner of the column and by making the radius of curvature of the concave curved surface part smaller than the radius of curvature of the curved surface part of the column, the reinforcing member does not come off from the welding surface of the column.
Also, by making the length of the reinforcing member half or less than the width of the column, it is possible to use two reinforcing members simultaneously arranged in the width direction at an approximately same height. Therefore, even when each pf the beams connected on both opposing sides of the column is decentered toward one direction and protruding over the curved surface part, reinforcing members can be used for each of the beams.
The second aspect of the present invention provides a beam-and-column connection member comprising: a column-connection surface which is connected to the column; a beam-mounting surface which is a surface approximately perpendicular to the column-connection surface; a notch formed on the column-connection surface along the width direction of the body to avoid interference with a diaphragm; wherein, a depression having a depth which is half or more of the thickness of the connection member is formed on the column-connection surface.
According to the second aspect, it is possible to obtain a lightweight beam-connection member which can be used at a connection part of the column and the beams having different heights, and can transmit stress from the beam to the column effectively.
According to the present invention, the present invention can provide a connection structure of a beam and a column, wherein the beam having different heights is connected to the column without having connection members such as diaphragms and the like inside the column, so that the structure is simple and the work can be done only outside the column.
Hereinafter, a column-and-beam connection structure in accordance with the embodiments of the present invention will be described.
The column 5 is a hollow, square shaped steel pipe and the beams 7a, 7b are H shaped steel. The beam 7a and 7b are different in height. Although an example of a structure having the beam 7a formed in three directions of the column 5 and the beam 7b formed in one direction is shown in
A pair of diaphragms 3a, 3b is connected to the column 5. The diaphragms 3a, 3b are through-diaphragms protruding outwardly from the column 5. The diaphragms 3a, 3b are provided on the column 5 at upper and lower parts with a predetermined distance in between.
Edge parts of upper and lower flange parts of the beam 7a are connected to the diaphragm 3a, 3b respectively by welding. That is, the distance of placement of the diaphragm 3a, 3b coincides with the distance between the flange parts of the beam 7a. Therefore, stress from the beam 7a can be securely transmitted to the column.
The edge part of an upper flange part 8a of the beam 7b is connected to the upper diaphragm 3a by welding. Since the beam 7b is shorter in height than the beam 7a, a gap is generated between the lower flange part 8b of the beam 7b and the diaphragm 3b.
In the present invention, a beam-connection member 9 is connected between the diaphragm 3b and the flange part 8b of the beam 7b. That is, the flange part 8b of the beam 7b and the diaphragm 3b are connected via the beam-connection member 9. Therefore, stress from the beam 7b can be securely transmitted.
The column-connection surface 14 is a part which is connected to the surface of the column. A depression 15 is formed in the column-connection surface 14. The depth of the depression 15 is preferably half or more of the body thickness of the beam-connection member 9.
Also, a notch 11 is formed in the column-connection surface 14 in its width direction. The notch 11 avoids interference with the diaphragms. If necessary, a rib 17 is provided in the depression 15 in its width direction in a vicinity of the notch 11. The edge surface of the rib 17 may be the same surface as the column-connection surface 14, or the height of the rib 17 may be less than the depths of the depression 15. The rib 17 prevents the beam-connection member from deformation and reinforces the beam-connection member.
A tapered part 13 is provided at an edge part between each side surface and the column-connection surface of the beam-connection member 9. The tapered part 13 indicates a welding margin for the beam-connection member 9 and the column 5. If the welding margin is too small, a welding strength cannot be ensured. If the welding margin is too large, distortion of the beam-connection member and the like becomes larger and excessive costs are required. Therefore, the tapered part 13 is formed to indicate an appropriate welding margin.
The beam-connection member 9 is formed such that its thickness is at maximum at the notch 11 and gradually decreases toward both edges. The shape of the beam-connection member 9 is not limited to the illustrated example. The shape of the depression 15, the external shape of the beam-connection member 9, and the like are provided appropriately as long as the above-mentioned structure is maintained.
As shown in
The contact surface of the lower surface of the flange part 8b of the beam 7b and the beam-mounting surface 16 is not necessarily be welded, and, in such cases, the lower surface of the flange part 8b and the beam-mounting surface 16 may not be in contact.
As mentioned above, the notch 11 is formed onto a part corresponding to the connection part of the beam-connection member 9 and the diaphragm 3. Therefore, the beam-connection member 9 and the diaphragm 3b do not interfere each other. The lower edge of the beam-connection member 9 is located below the diaphragm 3b. That is, the beam-connection member 9 straddles the diaphragm 3b and is connected to the peripheral surface of the column 5.
The beam-connection member 9 and the column 5 are connected at the above-mentioned tapered part with a welded part 19. The contact surface of the lower surface of the flange part 8b of the beam 7b and the beam-mounting surface 16 is not necessarily be welded.
In
T is the thickness of the beam-connection member 9 at the intersection part of the extended part of the diaphragm 3b (the extended part in the direction which is perpendicular to the vertical direction of the column to which the beam-and-column connection member 9 is connected) and the connection member 9 (the thickness of the bottom surface of the corresponding part of the depression 15). T is provided such that T is larger than t which is the thickness of the column 5. That is, the depth of the depression 15 is equal to or more than half of the overall body thickness of the beam-connection member 9 and T is provided to be larger than t.
As described above, providing the beam-connection member 9 between the diaphragm 3b and the beam 7b enables downward stress from the beam 7b, moment originating from the connection part with the diaphragm 3a, and the like to securely transmit to the column 5.
For example, in
In this case, since the column 5 can carry the tensile force, excessive strength is unnecessary on the inner side E of the center D of the beam-connection member 9. On the other hand, on the outer side F of the center D of the beam-connection member 9, higher strength is required since the compressive fore is carried only by the beam-connection member 9.
The beam-connection member 9 in accordance with the present invention has a depression 15 formed for thickening the part (F) in which high strength is required and thinning the part (E) in which less strength is needed. That is, when connected to the column, by thickening the part which is distant from the connection surface of the column 5, reinforcement is conducted efficiently and weight reduction can be achieved by the depression 15 as well. Especially, by thickening the part which is distant from the column, the column is reinforced and its bearing force can be improved in its out-of-plane direction.
The beam-connection member 9 may not necessarily be provided at the lower part of the beam 7b, and may be provided at the upper part. In this case, the beam 7b and the beam-connection member 9 may be connected in a vertically inverted position of
As described above, according to the embodiment of the present invention, in a case in which the beam 7b having different heights is to be connected to the column 5, it is not necessary to provide inner diaphragms in the column 5, and there is no need to connect a special connection metal to a part of the column. Therefore, the workability of connecting the beam and the column is excellent.
Also, it is low cost since common steel materials can be used for the beam-connection member 9. Also, the force in the perpendicular direction and the moment from the beam 7b can be securely received by the beam-connection member since the column 5 and the beam 7b are connected with the beam-connection member which securely fills the gap between the upper surface (or the lower surface) of the protruded part of the through-diaphragm and the lower surface (or the upper surface) of the beam 7b. Therefore, the stress from the beam 7b can be transmitted to the column 5 securely within a simple structure.
Also, the beam-connection member 9 is light in weight since the depression 15 is formed on the side of the column-mounting surface, and, also, reinforcement can be done efficiently because the part that especially requires strength is thickened.
The tapered part 13 is not necessarily be in a tapered form, but may be a stepped part or a mark-off line as long as the welding margin is visibly recognizable.
Also, although the depression is formed on the column-connection surface in the embodiment described above, the depression is not always necessary.
A mark-off line 23 is provided at a vicinity of the edge part between both sides of the beam-connection member 21 and the column-connection surface 24 as necessary. The mark-off line 23 is for specifying the welding range of the beam-connection member 21 and the column 5, and has the same function as the tapered part 13.
As described above, the notch 12 is formed on the part that corresponds to the connection part of the beam-connection member 21 and the diaphragm 3b. Therefore, the beam-connection member 21 and the diaphragm 3b do not interfere. The lower edge of the beam-connection member 21 is located below the diaphragm 3b. That is, the beam-connection member 21 is connected to the peripheral surface of the column 5 straddling the diaphragm 3b.
Also, in
T is the thickness of the beam-connection member 21 at the intersection part of the extended part of the diaphragm 3b (the extended part in the direction which is perpendicular to the vertical direction of the column to which the beam-and-column connection member 21 is connected) and the connection member 21 (the thickness of the bottom surface of the corresponding part of the depression 15). T is provided such that T is larger than t, which is the thickness of the column 5.
In this way, by using the beam-connection member 21, which does not have a depression part, a similar effect can be obtained as the beam-connection member 9.
Next, a column-and-beam connection structure 1a will be described according to a second embodiment. Hereinafter, same numerals as in
The beam-connection member 9 is connected between the diaphragm 3b and the flange part 8b of the beam 7b. The beam-connection member 21 may be used instead of the beam-connection member 9.
The beam 7b is connected to a position decentered in the width direction of the column 5. That is, the width of the beam 7b is less than the width of the column 5, and the beam 7b is connected along an edge part of the column 5 such that the side surface of the column 5 coincides with the side surface of the beam 7b. A reinforcing member 30 is connected at the connection part of the beam 7b and the column 5 at the height corresponding to the curved surface part 7. The reinforcing member 30 is connected to the side surface of the column 5 that is a surface perpendicular to the connection direction of the beam 7b and is the side surface of the column 5 in the direction of decentered side of the beam 7b.
On an edge part of one side of the body 31 in its width direction (the left-right direction in
The body part 31 of the reinforcing member 30 is connected to the side surface of the column 5, which is perpendicular to the connecting direction of the beam 7b and is on the decentering direction side of the beam 7b (the direction in which the beam 7b protruding over the curved surface 7). Here, the concave part 33 is inserted in the gap between the curved surface part 7 and the beam 7b (the flange part 8b). That is, the reinforcing member 30 is positioned such that the side surface of the reinforcing member 30 coincides with the side surface (the side surface to which the beam 7b is connected) of the column 5. The body part 31 of the reinforcing member 30 is welded to the column 5 on the welding parts 37.
The inner surface side of the convex part 33 is disposed so to oppose the curved surface part 7. Here, the concave curved surface part 35 on the inner surface side of the convex part 33 has a shape corresponding to the curved surface 7, and its radius of curvature R1 (
The width W of the reinforcing member 30 (
As described above, according to the second embodiment, it is possible to transmit stress from the beam 7b to the column 5 efficiently even in a case in which the beam 7b is connected to the column 5 that has the curved surface part 7 on the corner part, and a part of the beam 7b protrudes over the curved surface part 7 of the column 5. Therefore, if the width of the beam 7b is smaller than the width of the column 5, and the beam 7b is disposed decentered to the column 5 in its width direction, stress transmission between the beam 7b and the column 5 can be secured without using through-diaphragms.
Also, making the radius of curvature R1 of the concave curved surface part 35 on the inner side of the convex part 33 smaller than the radius of curvature of the curved surface part 7 of the column 5 prevents the tip part of the convex part 33 from rising from the connected surface. Also, by making the width W of the reinforcing member 30 half or less than the overall width of the column 5, no interference occurs when the two reinforcing members 30 are used at the same time and arranged side by side at an approximately same height.
Although, the reinforcing member 30 has the concave curved surface part 35 on the inner surface of the convex part 33, the part may not necessarily be a curved surface. For example, as shown in a reinforcing member 30a illustrated in
Also, as shown in a reinforcing member 30b illustrated in
Although the embodiments of the present invention have been described referring to the attached drawings, the technical scope of the present invention is not limited to the embodiments described above. It is obvious that persons skilled in the art can think out various examples of changes or modifications within the scope of the technical idea disclosed in the claims, and it will be understood that they naturally belong to the technical scope of the present invention.
1, 1a, 20 . . . connection structure of beam and column
3
a, 3b . . . diaphragm
5 . . . column
7 . . . curved surface part
7
a, 7b . . . beam
8
a, 8b . . . flange part
9, 21 . . . beam-connection member
11, 12 . . . notch
13 . . . tapered part
14, 24 . . . column-connection surface
15 . . . depression
16, 26 . . . beam-mounting surface
17 . . . rib
19 . . . welded part
23 . . . mark-off line
30, 30a, 30b . . . reinforcing member
31 . . . body part
33 . . . convex part
35 . . . concave curved surface part
35
a . . . concave surface part
37 . . . welded part
Number | Date | Country | Kind |
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2011-200382 | Sep 2011 | JP | national |
2012-049017 | Mar 2012 | JP | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/JP2012/073411 | 9/13/2012 | WO | 00 | 4/15/2014 |
Publishing Document | Publishing Date | Country | Kind |
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WO2013/039128 | 3/21/2013 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
4128064 | Chung | Dec 1978 | A |
4445307 | Puccinelli | May 1984 | A |
5354025 | McCaffrey | Oct 1994 | A |
5438811 | Goya | Aug 1995 | A |
5575580 | Parrish | Nov 1996 | A |
5660017 | Houghton | Aug 1997 | A |
5727358 | Hayashi et al. | Mar 1998 | A |
5785447 | Fonti | Jul 1998 | A |
6068143 | Wang | May 2000 | A |
7515673 | Jensen | Apr 2009 | B2 |
7530540 | Long et al. | May 2009 | B2 |
7559180 | Ajiki | Jul 2009 | B2 |
7637069 | Iri et al. | Dec 2009 | B2 |
7637076 | Vaughn | Dec 2009 | B2 |
7762038 | Ceba et al. | Jul 2010 | B2 |
7874120 | Ohata et al. | Jan 2011 | B2 |
8870136 | Ellingboe | Oct 2014 | B2 |
8961060 | Oetlinger | Feb 2015 | B2 |
20110047925 | Gan | Mar 2011 | A1 |
20110107711 | Foley | May 2011 | A1 |
Number | Date | Country |
---|---|---|
10-106320 | Apr 1998 | JP |
2001329613 | Nov 2001 | JP |
2002356910 | Dec 2002 | JP |
2008121419 | May 2008 | JP |
Entry |
---|
International Search Report for PCT/JP2012/073411 mailed Oct. 30, 2012. |
Office Action mailed Sep. 8, 2015, corresponding to Japanese patent application No. 2012-049017. |
Number | Date | Country | |
---|---|---|---|
20140338280 A1 | Nov 2014 | US |