JP2015178708A - Joining structure of split type buckling restraining brace - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a joining structure of a split type buckling restraining brace, excellent in settlement and capable of also reducing costs, by restricting the member length and weight in transportation, even when using the buckling restraining brace for use such as earthquake-proof remodeling.SOLUTION: One buckling restraining brace 1 is formed by serially joining two buckling restraining brace split bodies 1A and 1A of respectively sandwiching a core material 2 by a restraining material 3. An end part of mutual joining side core materials 2 of both buckling restraining brace split bodies 1A is formed as a core material joining side projection part 2b projected more than the restraining material 3. Mutual joining plates 7 vertical to the core material axial direction are welded to the tip of these core material joining side projection parts 2b. The mutual joining plates 7 and 7 of both buckling restraining brace split bodies 1A are joined by a bolt in a tensile joining form by using the bolt 10 in the core material axial direction directly or indirectly.

Description

  The present invention relates to a joining structure of split buckling restraint braces in which two buckling restraint brace divided bodies each having a core member sandwiched between restraint members are joined in series to form one buckle restraint brace.

The conventional general buckling-restrained brace has an integral structure that is assumed to be mounted on a new building. However, when the buckling-restrained brace is used for, for example, earthquake-proof repair inside the building, it is required to be able to carry in to the location of the earthquake-proof repair by an elevator or the like without using a heavy machine such as a crane. Therefore, in the buckling restraint brace adapted to such an application, there are large restrictions on the length and weight of the member during transportation.
In order to solve the above-mentioned problem, there has been proposed a structure in which a plurality of brace segments are joined in series to constitute one buckling-restrained brace (for example, Patent Document 1). In this case, since the buckling-restrained brace can be carried to the site by being divided into a plurality of brace parts, restrictions on member length and weight during transportation can be achieved.

Japanese Patent No. 3875924

  However, in the split buckling restraint brace of the above proposed example, both ends of each brace split body are cross-section joints having a cross-sectional dimension larger than that of the restraint material, and these joint parts are joined to the housing. , Used to join brace segments. For this reason, there is a problem in that the cross-sectional dimension of the joint portion between the brace divided bodies becomes large, and the arrangement is within the wall thickness and the like, so that the accommodation is poor and the cost is increased. In addition, since the length of the brace is different for each property, it has to be designed and manufactured by single-product production, which also raises the problem of high costs.

The object of the present invention is to provide a split-type buckling-restrained brace that can achieve the restriction of the length and weight of the member during transportation, can be easily accommodated, and can be reduced in cost even when the buckling-restrained brace is used for earthquake-proof repair or the like. It is to provide a joint structure.
Another object of the present invention is to enable easy manufacture of split buckling restraint braces of various lengths.

The split type buckling constrained brace joint structure according to the present invention is a buckling constrained brace obtained by joining two buckling constrained brace segments each having a core material sandwiched between constraining members in series. A constraining brace joint structure,
The ends of the core members on the joint side of the both buckling-restrained brace divided bodies are core-material-joining-side protrusions that protrude from the constraining material, and a core material shaft is attached to the ends of these core-material joint-side protrusions. Welding the mutual joint plates perpendicular to the core direction, and directly or indirectly, using the bolts in the core material axial direction, the mutual joint plates of the both buckling-restrained brace divisions are bolts in a tension joint form. It is characterized by being joined.

  According to this configuration, two buckling-restrained brace segments are joined in series to form a single buckling-restrained brace. Therefore, even when using a buckling-restrained brace for applications such as seismic retrofit, Restrictions on member length and weight can be achieved. For mutual joining of the two buckling-restrained brace segments, a mutual plate perpendicular to the core axial direction is welded to the tip of the core material joint side protrusion of both buckling-restrained brace segments, The joint plates of the bent restrained brace segments are bolted directly or indirectly using a bolt in the axial direction of the core material in the form of a tension joint, and the tensile force and compressive force applied to the buckled restrained brace. Is transmitted to the buckling-restrained brace segments on both sides via the interconnection plate. Since such a joint structure is used, the cross-sectional shape of the joint part of the buckling-restrained brace divided body may be small, so that it can be accommodated and the cost can be reduced when it is placed within the wall thickness.

In the present invention, a first rib plate perpendicular to the core axial direction is provided on the core-joining-side protruding portion of the both buckling-restrained brace divided bodies at a location away from the mutual joint plate, and the core A second rib plate that is perpendicular to the core material joint side projecting portion and along the core material axial direction is disposed on the material joint side projecting portion, the mutual joint plate, the first rib plate, and the core material joint You may weld and provide to a side protrusion part.
When the first and rib plates are provided in this way, the joint portion of both buckling-restrained brace divided bodies can be given more excellent strength against tensile force and compressive force.

In the present invention, a length adjusting member is interposed between the mutual joining plates of the both buckling restrained brace divided bodies, and the length adjusting members are facing plates that are in contact with the mutual joining plate at both ends. The facing plate and the mutual joining plate may be bolt-joined in a tensile joining manner using the bolts in the core axial direction.
In the case of this configuration, by adjusting only the length of the length adjusting member, it is possible to easily manufacture various lengths of buckling-restrained braces, and it is possible to cope with various uses at low cost.

The split type buckling constrained brace joint structure according to the present invention is a buckling constrained brace obtained by joining two buckling constrained brace segments each having a core material sandwiched between constraining members in series. A constraining brace joining structure, wherein the ends of the core members on the joint side of the both buckling constraining brace split bodies are core material joining side projecting portions projecting from the restraining material, and these core material joining sides An interconnecting plate perpendicular to the core axis direction is welded to the tip of the projecting portion, and the interjoint plates of the both buckling-restrained brace segments are directly or indirectly connected in the core axis direction. Because bolts are bolted in a tensile manner, even when using buckling-restrained braces for seismic retrofits, etc., the length and weight of the material during transportation can be limited, and the fit is good and the cost can be reduced. .
A length adjusting member is interposed between the mutual joining plates of the both buckling restrained brace divided bodies, and the length adjusting members have facing plates that are in contact with and contact the mutual joining plates at both ends. When these face-to-face plates and the mutual joining plates are bolted in a tensile manner using the bolts in the core axis direction, buckling-restrained braces of various lengths can be easily manufactured. It can be used for various purposes at low cost.

(A) is a front view of the junction structure of the split-type buckling restraint brace concerning 1st Embodiment of this invention, (B) is the same top view. (A) is a front view of a buckling-restrained brace divided body in the joint structure, (B) is a plan view taken along line aa in (A), and (C) is a cross-sectional view taken along line bb in (A). is there. (A) is a front view of the core material in the buckling-restrained brace divided body, (B) is a plan view taken along the line aa in (A), (C) is a cross-sectional view taken along the line bb in (A), (D) is a cc arrow directional cross-sectional view in (A). (A) is a front view of the junction structure of the split-type buckling restraint brace concerning other embodiment of this invention, (B) is the aa arrow plan view in (A), (C) is the junction structure. The front view of the member for length adjustment used, (D) is the cross-sectional view. It is a schematic diagram for calculating the maximum length of the length adjusting member in the joint structure.

  A first embodiment of the present invention will be described with reference to FIGS. As shown in FIG. 2, the split type buckling restraint brace joint structure includes two buckling restraint brace split bodies 1A and 1A each having a flat core material 2 sandwiched between a pair of restraint members 3 and 3, respectively. Are joined in series as shown in FIG. 1 to form one split-type buckling restraint brace 1. The buckling-restrained brace segment 1A includes a core member 2 and a pair of restraint members 3 arranged along both surfaces of the core member 2 as shown in front and plan views in FIGS. , 3. The core material 2 is an elongated strip-shaped flat steel plate, and is made of a steel material such as an SN material (rolled steel material for building structures) or an LY material (low yield point steel material). As shown in FIG. 2C, which shows a cross-sectional view taken along the line bb in FIG. 2A, the restraining material 3 is formed of a square pipe.

  As shown in FIG. 2 (C), the width direction bonding material 8 across the restriction materials 3 and 3 is welded to the width surfaces on both sides of the pair of restriction materials 3 and 3, and the width direction bonding materials on both sides are joined. The core material 2 is interposed between the eight and eight. The width-direction bonding material 8 is a band-like plate that is slightly narrower than the combined width of both the restraining materials 3 and 3 and extends in the longitudinal direction of the restraining material 3. The length of the width direction bonding material 8 is slightly shorter than that of the restraining material 3, so that both ends do not reach the edge of the restraining material 3.

  One end portion of the core material 2 is a housing joint-side protruding portion 2a that serves as a joint with the building housing (steel frame material such as a column or a beam) of the buckling-restrained brace divided body 1A, and is protruded from the restraining material 3. ing. The housing joint side protrusion 2a is wider than the other portions of the core member 2, and reinforcing ribs 5 are provided at both ends in the width direction of the wide housing joint side protrusion 2a. The shape of the edge facing toward the center side in the longitudinal direction of the core material in the housing joint-side protruding portion 2 a is an arc shape that gradually spreads from the middle part of the core material 2. A plurality of bolt holes 11 and 12 through which bolts (not shown) to be joined to the housing are respectively provided in the housing joint-side protruding portion 2a and the reinforcing rib 5 are provided. In addition, at the end of the width direction bonding material 8 facing the frame bonding side protrusion 2a side of the core material 2, a part of the frame bonding side protrusion 2a of the core material 2 is formed as shown in FIG. A notch 8a to be engaged is formed.

  The reinforcing rib 5 is made of, for example, a strip-shaped flat steel plate, abutting the end surface in the width direction of the housing joint side protrusion 2a of the core material 2 along the center in the width direction, and welding to the housing joint side protrusion 2a. Is done. The pair of reinforcing ribs 5 and the housing joint side protrusion 2a of the core member 2 form an H-shaped cross section. A pair of reinforcing plates 6 made of a steel plate is provided between the reinforcing ribs 5 and 5 on both ends in the width direction of the core joint-side protruding portion 2a of the core material 2 so as to sandwich the pair of restraining materials 3 and 3. It has been. Thereby, it is prevented that the edge part of the restraint material 3 opens to an out-of-plane direction, and the edge part of a buckling restraint brace is damaged.

  The other end portion of the core material 2 which is the joint side of the both buckling restrained brace divided bodies 1 </ b> A is a core material joint side projecting portion 2 b which projects from the restraint material 3. The constraining material 3 is disposed so as to cover substantially the entire core material 2 excluding the housing joint portion 2a and the core material joining side protruding portion 2b of the core material 2.

  The junction plates 7 perpendicular to the core axis direction are welded to the tips of the core material joint side protrusions 2b of the core material 2 of the both buckling restrained brace divided bodies 1A. In this buckling-restrained brace joining structure, the mutual joining plates 7 and 7 of the both buckling-restraining brace segments 1A are directly joined to each other in a bolted manner by using a bolt 10 facing the axial direction of the core material. By doing so, one buckling restraint brace 1 is configured. As shown in FIG. 3C, which shows a cross-sectional view taken along the line bb in FIG. 3A, the mutual joining plate 7 is provided with a plurality of bolt holes 13 through which the bolts 10 are inserted.

  Further, the core material bonding side protruding portion 2b has a core axis on both sides of a portion (a position close to the end of the restraining material 3) away from the mutual bonding plate 7 toward the housing bonding side protruding portion 2a. A first rib plate 14 perpendicular to the direction is welded. Furthermore, on both surfaces of the core material bonding side protrusion 2b, second rib plates 15 are provided that are perpendicular to the core material bonding side protrusion 2b and extend along the core material axial direction. The second rib plate 15 is welded to the surfaces of the mutual bonding plate 7, the first rib plate 14, and the core material bonding side protrusion 2b. As a result, the protruding portion 2b on the core material joining side of the core material 2 in the buckling-restrained brace segment 1A has a cross-sectional shape between the mutual joining plate 7 and the first rib plate 14 as shown in FIG. 3C). As shown, it has a cross shape. 3D is a cross-sectional view taken along the line cc in FIG. 3A.

  According to the joining structure of the split buckling restraint brace having this configuration, the two buckling restraint brace split bodies 1A and 1A are joined in series to form a single buckling restraint brace 1. Even when a buckling restrained brace is used, it is possible to achieve restrictions on member length and weight during transportation. In this case, the mutual joining plates 7 and 7 of the both buckling-restrained brace segments 1A are directly bolted together in a tensile joining manner using the bolts 10 facing the core axis direction. In the split-type buckling restrained brace 1 joined in this way, the tensile force and the compressive force applied thereto are transmitted to the buckling-restrained brace split body 1A on both sides via the mutual joining plate 7. Therefore, the required strength can be obtained without increasing the cross-sectional dimensions of the joint portions of the both buckling-restrained brace divided bodies 1A, and the space can be reduced and the cost can be reduced when arranged within the wall width.

  Moreover, in this embodiment, while providing the 1st rib plate 14 perpendicular | vertical to a core material axial direction in the location away from the said mutual joining plate 7 in the core material joining side protrusion part 2b of 1A of buckling restraint brace division bodies. The second rib plate 15 along the core material axial direction is disposed on the core material bonding side protruding portion 2b, and this is connected to the mutual bonding plate 7, the first rib plate 14, and the core material bonding side protruding portion 2b. It is welded. Therefore, it is possible to give the joint portion of both buckling-restrained brace segments 1 </ b> A even more excellent strength against the tensile force and the compressive force.

  4 and 5 show another embodiment of the present invention. In this embodiment, in the joint structure of the split-type buckling restraint brace of the previous embodiment, between the mutual joint plates 7 and 7 of the both buckling restraint brace split bodies 1A, these mutual joint plates 7 are faced. A length adjusting member 16 having opposed facing plates 17 at both ends is interposed, and the facing plates 17 and the mutual joining plate 7 are bolted together by bolts 10 in the axial direction of the core material.

  The length adjusting member 16 includes a core material equivalent plate 18 which is the same width as and parallel to the core material joining side protrusion 2b of the core material 2 between the facing plates 17 and 17, and the core material equivalent plate 18 Rib plates 19 arranged on both sides and parallel to the second rib plate 15 are provided. The core equivalent plate 18 is welded with its both ends butted against both facing plates 17. The rib plate 19 is welded to the both facing plates 17 and the core equivalent plate 18. Thereby, the cross-sectional shape of the length adjusting member 16 is the same as that of the mutual joining plate 7 of the core material joining side protruding portion 2b of the core material 2 in the buckling restrained brace divided body 1A as shown in FIG. The cross-sectional shape with respect to one rib plate 14 (FIG. 3C) is substantially the same cross shape. As shown in FIG. 4D, the facing plate 17 is provided with a plurality of bolt holes 20 through which the bolts 10 are inserted.

  In this embodiment, as described above, the length adjustment has the facing plates 17 at both ends that are in contact with and contact the mutual joining plates 7 between the mutual joining plates 7 and 7 of the both buckling restrained brace divided bodies 1A. The facing plate 17 and the mutual joining plate 7 are bolted together with the use member 16 interposed. Therefore, all the other members can be used in common in the split buckling restraint brace 1 of various lengths by simply replacing the length adjusting member 16 with a different one. Thus, the split buckling restraint brace 1 having various lengths can be easily manufactured, and can be used for various applications at low cost. Other configurations and operational effects are the same as in the previous embodiment. 4A is a front view of a split buckling restraint brace formed by joining the buckling restraint brace segments 1A on both sides, and FIG. 4B is a plan view taken along the line aa in FIG. (C) is a front view of the member for length adjustment, (B) shows the same sectional view.

In addition, in the said embodiment, when the said member 16 for length adjustment is too long, the deformation | transformation performance as a buckling restraint brace may not be ensured. Therefore, when the length of the appropriate length adjusting member 16 for ensuring the deformation performance is calculated from various parameters of the buckling-restrained brace divided body 1A in the example of use shown in FIG. 5, for example, It becomes like this. Various parameters of the buckling restrained brace segment 1A are set as follows.
d: Interlayer displacement (known number)
δ: axial displacement (known number)
φ: Interlayer deformation angle (known number)
l: Column span (known number)
h: Floor height (known number)
θ: Brace angle (known number)
Lc: Length between nodes (known number)
Lf: Junction length of end part (known number)
α: Ratio of lengths other than end joints to the length between nodes (known number)
Lp: length of plasticized part (unknown number)
Lm: Length of cross joint (length adjusting member 16) (unknown number)
ε: Target strain (known number)
The axial displacement δ is expressed by the following equation.
δ = 1 / d / Lc = dcos θ
The interlayer deformation angle φ is expressed by the following equation.
φ = d / h
The plasticized part length Lp is expressed by the following formula.
Lp = αLc−Lm
The axial deformation δ of the core material is not more than the target displacement ε · Lp of the core material.
δ ≦ ε · Lp
When the above formulas are arranged, the maximum length of Lm is expressed by the following formula.
Lm ≦ (α−φ / 2ε · sin2θ) Lc (∵h / Lc = sin θ)
As an example, if the following values are used:
・ The length other than the end joint with respect to the length between nodes is half the total length (α = 1/2)
・ Target interlayer deformation angle is 1/50 (φ = 0.02)
・ Elongation performance of brace is 3% (ε = 0.03)
・ Brace angle 45 degrees (θ = π / 4)
Lm ≦ (1 / 2−0.02 / (2 · 0.003) · sin2 · π / 4) Lc = 1 / 6Lc From this result, the cross joint portion (length adjusting member 16) has a length between nodes. By setting it to 1/6 or less, the required performance of the brace material can be satisfied.

DESCRIPTION OF SYMBOLS 1 ... Split type buckling restraint brace 1A ... Buckling restraint brace division body 2 ... Core material 2b ... Core material joining side protrusion part 3 ... Restraint material 7 ... Mutual joining plate 10 ... Bolt 14 ... 1st rib plate 15 ... 1st 2 rib plates 16 ... length adjusting member 17 ... facing plate

Claims (3)

A split type buckling restrained brace joint structure in which two buckling restrained brace segments each having a core member sandwiched between restraining members are joined in series to form one buckling restrained brace,
The ends of the core members on the joint side of the both buckling-restrained brace divided bodies are core-material-joining-side protrusions that protrude from the constraining material, and a core material shaft is attached to the ends of these core-material joint-side protrusions. Welding the mutual joint plates perpendicular to the core direction, and directly or indirectly, using the bolts in the core material axial direction, the mutual joint plates of the both buckling-restrained brace divisions are bolts in a tension joint form. Joining structure of split-type buckling restraint brace characterized by joining.   2. The split-type buckling-restrained brace joint structure according to claim 1, wherein the core-material axial direction is located at a position away from the mutual joint plate at the core-joining-side protruding portion of the both buckling-restrained brace split bodies. A first rib plate perpendicular to the core material joining side projecting portion, and a second rib plate perpendicular to the core material joining side projecting portion and extending along the core material axial direction. The joint structure of the split-type buckling restraint brace which welded and provided to the said 1st rib plate and the said core material joining side protrusion part.   3. The split-type buckling-restrained brace joint structure according to claim 1 or 2, wherein a length adjusting member is interposed between the mutual joint plates of the both buckling-restraining brace split bodies to adjust the length. The member for use has a facing plate that faces and contacts the mutual joining plate at both ends, and the facing plate and the mutual joining plate are bolted in a tensile manner using the bolts in the core axial direction. Bonded structure of split buckling restraint brace.

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