JP6208621B2 - Elasto-plastic damper mounting structure to existing structural members - Google Patents

Description

  The present invention relates to a structure for attaching an elastic-plastic damper to an existing structural member by adding an elastic-plastic damper that undergoes shear deformation by receiving an in-plane shearing force to an existing structural member, and absorbing vibration energy by the elastic-plastic damper. It is.

  In order to give an existing structural member the ability to absorb vibration energy, when a shear deformation type elastic-plastic damper is added to the structural member, in order to preferentially yield the elastic-plastic damper before the structural member yields, The structural member is divided at a part in the axial direction, and an elastoplastic damper is installed between the divided structural members (see Patent Documents 1 and 2).

  In this case, for example, the beam as an existing structural member is separated into two structural members in the axial direction, and each structural member projects in a cantilever manner from a column as a main structural member to which it is connected, and an elastic-plastic damper is attached. As a result, the columns (main structural members) and the constituent members arranged in parallel form a pillar / beam frame.

  When a horizontal force acts on the frame surface and relative deformation occurs between the parallel columns, each component tries to keep a vertical connection to each column while the components are connected to each other. Since the elasto-plastic damper is trying to draw both components together, a bending moment acts on each component in the forming direction. As a result, since the bending moment of the structural member near the joint with the column is maximized, depending on the yield strength of the elastic-plastic damper, the portion of the structural member near the joint precedes the elastic-plastic damper. In such a case, the elasto-plastic damper cannot sufficiently exhibit the energy absorption capability due to the yield.

  If the cross-sectional shape (composition (height)) of each component is uniform over the entire length, the vicinity of the joint between the component and the column where the bending moment is maximized during relative deformation between the columns in parallel Since deformation and damage concentrate on the joint, and the vicinity of this joint may yield, even if the elastic-plastic damper can yield, the energy absorption capacity of the elastic-plastic damper may not be fully demonstrated. is assumed.

JP-A-1-203543 (FIGS. 2 and 3) Japanese Patent Laid-Open No. 3-156075 (FIG. 1)

  When the cross-section of the component member is uniform over the entire length as described above and the yield in the vicinity of the junction between the component member and the column occurs prior to the yield of the elastic-plastic damper, the junction with the column of the component member Since the section other than the vicinity has a surplus force with respect to the bending moment and does not yield as a result of bearing the bending moment, the constituent member does not perform the function of absorbing vibration energy together with the elastic-plastic damper. This can be said to be in a use state in which the plastic deformation ability that can be originally exhibited is lost unless the structural member is divided into constituent members.

  In view of the above background, the present invention proposes a structure for attaching an elastic-plastic damper to an existing structural member in which an elastic-plastic damper is added to the structural member in a state where the plastic deformation ability can be exhibited when the structural member is already present. .

According to the first aspect of the present invention, the elastic-plastic damper mounting structure to the existing structural member is constructed between the main structural members 1 and 1 arranged in parallel, and in the in-plane direction of the structural surface including the main structural members 1 and 1. An elastic-plastic damper mounting structure in which an elastic-plastic damper 5 is added to an existing structural member 3 having a flange and a web, which can be shear-deformed,
A part of the direction of the partial section 31 excluding the axial end of the existing structural member 3 is removed leaving the other part, and the removed portion 32 is sandwiched in the axial direction of the existing structural member 3. Attachment members for joining the elasto-plastic damper 5 to the web of the existing structural member 3 are spaced apart from each other in the axial direction of the existing structural member 3 and joined in pairs to the webs on both sides. ,
The elasto-plastic damper 5 is installed between the paired mounting members and joined to each mounting member.

  The main structural member mainly refers to a column, a beam, and the like, and the structural surface including the main structural member refers to, for example, a structural surface of a frame including columns and beams. Since the main structural members only need to be arranged in parallel at a distance, the main structural members may be piles in addition to the columns located at the ends of the adjacent structures. When the main structural members 1 and 1 are columns as shown in FIG. 1, the existing structural member 3 is a beam. When the main structural members 1 and 1 are beams as shown in FIG. The member 3 is a stud, a seismic wall, a brace or the like. When the main structural member 1 is a column of an adjacent structure, the existing structural member 3 is a beam protruding from a column located on the adjacent structure side of each structure. When the main structural member 1 is a pile, the existing structural member 3 is a foundation beam that connects the piles. However, the main structural member 1 and the existing structural member 3 are not limited to these.

  As shown in FIG. 6B, a brace is installed in a frame 2 including a column or a beam constituting the main structural member 1 and the brace is a column or a beam constituting the frame 2 or joining of the columns / beams. When joining to any part of the part, a bracket or the like is installed between the brace and the frame 2 so that they are joined to each other. The bracket may become the existing structural member 3. In this case, since the bracket continues across the brace and the frame 2, the brace becomes one main structural member 1 of the main structural members 1 and 1 arranged in parallel, and the frame 2 (beam or column) becomes the other. It becomes the main structural member 1.

  The elastoplastic damper 5 is a shear deformation type damper that undergoes shear deformation in response to a shear force in the in-plane direction, or that undergoes shear deformation with bending deformation, and is a plate or rod located in the center of the entire damper. The plastic deformation part 51 which is a region such as (linear) undergoes shear deformation. In the drawing, the plastic deformation portion 51 is formed in a shape corresponding to the bending moment distribution due to the shearing force when the shearing force is applied, but the shape of the plastic deformation portion 51 is arbitrary.

  The “existing structural member having a flange and a web” according to claim 1 is an open sectional shape in which the existing structural member 3 has a flange as a resistance element against bending moment, such as H-shaped steel, and a web as a resistance element against shearing force. The in-plane direction of the structural surface (frame 2) including the main structural members 1 and 1 indicates the in-plane direction of the web. The phrase “can be shear-deformed in the in-plane direction of the composition surface” means that the existing structural member 3 can be shear-deformed in the in-plane direction of the web during the relative deformation in the composition surface between the main structural members 1 and 1. For existing structural members, for example, steel materials such as H-shaped steel webs and flanges with rib plates protruding from the steel are used in addition to H-shaped steel.

  In a situation where the existing structural member 3 such as a beam is installed between the main structural members 1 and 1 such as columns arranged in parallel and is rigidly joined to the main structural members 1 and 1, the main structural members 1 and 1 are configured. When an in-plane relative deformation occurs, the end of the existing structural member 3 tries to maintain a state of being connected perpendicularly to the main structural member 1, so that the shear deformation of the existing structural member 3 occurs in the axial direction of the existing structural member 3. Of the total length, it tends to occur in the middle part excluding the end part. In this relationship, the partial section 31 in which the removed portion is formed is set to an intermediate section other than the end portion of the existing structural member 3 in the axial direction. As shown in FIG. 1, the partial section 31 is not limited to one place in the total length of the existing structural member 3, and may be a plurality of places as shown in FIG. 7, and the partial section 31 is likely to cause shear deformation. An elastoplastic damper 5 is disposed at the formation location of. The direction of shear deformation of the existing structural member 3 is the direction in which the existing structural member 3 is formed, that is, the direction in which the shearing force and the bending moment are applied.

  “A part of the direction of formation of the partial section 31 is removed while leaving the other part” in claim 1, in the range of the partial section 31 of the existing structural member 3 in the axial direction. A part is removed while leaving a part of the other direction. Specifically, as shown in FIG. 1 and the like, a part of the forming direction is removed from at least one of the upper end side (upper flange side) and the lower end side (lower flange side) of the existing structural member 3 toward the other side. Or removing the middle part of the forming direction leaving both side parts of the forming direction. In the former case, of the flanges 3a and 3a on both sides, one flange 3a and a part of the web 3b or a part of both flanges 3a and 3a and the web 3b are removed, and in the latter case, a part of the web 3b. Is removed.

  In the partial section 31 of the existing structural member 3, the other part is removed leaving a part in the composition direction, so that the partial section 31 of the existing structural member 3 including the removed part (removed part 32) is removed. The sectional moment (section modulus) is lower than the sectional moment of the other section and the bending stress level increases, so that some sections 31 can yield ahead of other sections such as axial ends. It becomes a situation. In FIG. 3, the removal portion 32 is indicated by hatching.

  As a result of an increase in the degree of bending stress in the partial section 31, in the partial section 31, the remaining portion excluding the removed portion 32 of the existing structural member 3 at the time of relative deformation between the two main structural members 1, 1 becomes the plastic deformation portion 33. It is in a state where it can yield by receiving a shearing force, and can exhibit its plastic deformation ability together with the elasto-plastic damper 5. Since the partial section 31 of the existing structural member 3 can yield before the other sections, the partial section 31 can exhibit the plastic deformation ability at the time of relative deformation between the two main structural members 1 and 1. The structural member 3 can perform the function of absorbing vibration energy together with the elastic-plastic damper 5.

  Further, since the partial section 31 is an intermediate section excluding the end portion in the axial direction as described above, the partial section 31 can yield before the other sections, so that the end of the existing structural member 3 in the axial direction can be obtained. Stress and deformation are not concentrated on the portion, and the possibility of breakage at the end of the existing structural member 3 is reduced, while the partial section 31 is easily yielded by a bending moment. As a result, the plastic deformation portion 33 which is the remaining portion of the partial section 31 of the existing structural member 3 is made to exhibit the plastic deformation capability independently of the yield of the elasto-plastic damper 5, or exhibits the energy absorption capability. It becomes possible to make it.

  In the case where the existing structural member 3 is a beam as shown in FIG. 1 and the like, the removal portion 32 is formed from the lower end side in order to give the existing structural member 3 the ability to support the slab 7, and the upper end of the existing structural member 3 The (flange) is kept flat. Since the upper end of the existing structural member 3 is kept flat in the partial section 31, the existing structural member 3 has the ability to support the slab 7 together with the existing structural member 3 being continuous over the entire length. Have.

  In this case, unlike the structural members of Patent Documents 1 and 2, the existing structural member 3 is continuous in the axial direction, so that the partial section 31 including the removal portion 32 yields due to shearing force and is plastically deformed. Even if this happens, the amount of deformation does not reach as much as when it is divided, so that the slab 7 supported by the existing structural member 3 is prevented from being damaged.

  An attachment member for joining the elastic-plastic damper 5 to the web 3b of the existing structural member 3 on the webs 3b on both sides of the removal portion 32 of the partial section 31 of the existing structural member 3 in the axial direction of the existing structural member 3 4, 4 are joined. The attachment member 4 is rigidly joined to the web 3b. The mounting members 4 and 4 are paired in the axial direction of the existing structural member 3 with the removal portion 32 sandwiched between each side of the web 3b, but it is not necessary to form a pair of two, and 3 per side of the web 3b. There may be more than one. In some cases, the elasto-plastic dampers 5 are evenly arranged on both sides of the web 3b. In this case, the attachment members 4 and 4 are joined in pairs on one side of the web 3b.

  The elastoplastic damper 5 is joined to the attachment members 4 and 4 joined to the web 3b on both sides of the removal portion 32 at both side portions (joint portions 52 and 52) in the direction perpendicular to the shearing force acting direction. The elastic-plastic damper 5 is rigidly joined to the mounting members 4 and 4. Since the mounting member 4 to which the elastic-plastic damper 5 is overlapped and joined is overlapped and joined to the web 3b of the existing structural member 3, the elastic-plastic damper 5 is indirectly joined to the web 3b of the existing structural member 3. As a result, the elastoplastic damper 5 undergoes shear deformation when the intermediate plastic deformation portion 51 sandwiched between the two side portions receives a shearing force in the in-plane direction accompanying the relative displacement between the mounting members 4, 4, or Shear deformation is accompanied by bending deformation, and vibration energy is absorbed by shear yielding or bending yielding.

  Since the attachment members 4 and 4 are joined to overlap the webs 3b of both side sections sandwiching the removal portion 32 (part section 31) of the existing structural member 3 in the axial direction, the elastoplastic damper 5 is connected to the existing structural member 3. In the form of overlapping the removal portion 32, it is joined to the existing structural member 3 instead of the removal portion 32. As a result, the partial section 31 of the existing structural member 3 is not easily yielded by the shearing force in the direction of formation, and the removed portion 32 before removal is replaced with an elastoplastic damper 5 having the property of easily yielding shear. . The elasto-plastic damper 5 is disposed in at least one side in the thickness direction of the web 3 b in the partial section 31. In addition, since the elasto-plastic damper 5 is overlapped and joined to the attachment members 4 and 4 joined to the webs 3b of the both side sections of the existing structural member 3, it does not directly overlap the web 3b of the existing structural member 3. A distance corresponding to the thickness of the mounting member 4 is ensured between the surface of the web 3b. Hereinafter, the sections on both sides sandwiching the partial section 31 in the axial direction are referred to as both-side sections.

  The removed portion 32 before being removed is the web 3b with the flange 3a or the web 3b (non-opened plate), whereas the removed portion 32 is replaced with the elastic-plastic damper 5 having the plastic deformation portion 51. Thus, when a shearing force in the forming direction is applied to the partial section 31 of the existing structural member 3, the existing structural member 3 is more likely to yield in the partial section 31 than before the removal portion 32 is removed. Is formed. Since the region to be removed, which becomes the removal portion 32 in the partial section 31 of the existing structural member 3, is replaced by the elastoplastic damper 5, the removal portion 32 is the relative deformation in the composition plane between the main structural members 1, 1. In some cases, the deformation is concentrated to a partial section 31 in the entire axial length of the existing structural member 3 and is removed and formed in order to cause shear deformation in the elastic-plastic damper 5 overlapping the removal portion 32.

  Since the elastoplastic damper 5 overlaps with the removed portion 32 of the partial section 31 on the elevation surface, when the elastoplastic damper 5 yields, the remaining portion other than the removed portion 32 (plastic deformation portion) in the partial section 31 as described above. 33) also follows, tries to surrender, or tries to surrender at the same time. At this time, both side sections on both sides in the axial direction other than the partial section 31 sandwiching the partial section 31 are relatively deformed in the shearing force acting direction. The elasto-plastic damper 5 yields by bearing a bending moment and a shearing force transmitted from the webs 3b in both side sections located on both sides of the partial section 31 when the main structural members 1 and 1 are relatively deformed.

  The elasto-plastic damper 5 is incorporated in the existing structural member 3 as a result of being arranged in place of the removal portion 32 in the partial section 31. In this relation, the attachment members 4 and 4 serve as a part of the web 3b of the existing structural member 3 that has been removed as a result of the removal of the removal portion 32, while the shearing force and the bending force are applied from the existing structural member 3 to the elastic-plastic damper 5. For the purpose of transmitting a moment, it is joined to the webs 3b on both sides in the axial direction across the removal portion 32.

  As shown in FIG. 1, when the joints 52 and 52 of the elastic-plastic damper 5 are arranged so as to overlap the region of the removal portion 32 of the partial section 31 on the elevation surface, the both sections (web 3 b). Since there is no portion for receiving the joint portions 52, 52, the attachment member 4 also serves as a part of the web 3 b of the existing structural member 3 to receive the joint portion 52 of the elastic-plastic damper 5. In this case, the attachment members 4, 4 are joined to the web 3 b in both side sections in a state of protruding from the both side sections to the removal portion 32 side. As described above, the elastoplastic damper 5 is rigidly joined to the mounting members 4 and 4 at both side portions (joint portions 52 and 52) in the direction perpendicular to the shearing force acting direction in the plane. In order to obtain this state, the attachment members 4 and 4 are arranged in the axial direction of the existing structural member 3 with the removed portion 32 sandwiched at least on one side of the web 3b of the existing structural member 3 as shown in FIG. Joined at a distance from each other.

  The attachment member 4 is joined to the web 3b of the existing structural member 3 mainly by welding or bolts. When bolted, an insertion hole for bolt insertion is formed in the web 3b of the existing structural member 3. If the cross-sectional defect due to this affects the rigidity and proof strength of the web 3b in both side sections, and the attachment member 4 may be deformed when transmitting bending moment and shearing force to the elastic-plastic damper 5, The attachment member 4 is joined by welding.

  Regardless of whether the attachment of the attachment member 4 is by welding or not, the attachment member 4 is used to increase the resistance to bending moment when the attachment member 4 transmits the bending moment to the elastic-plastic damper 5. It is reasonable to join the web 3b of the existing structural member 3 intensively on both sides in the forming direction. “Concentrated bonding” means that, in the entire attachment member 4 (total area), the area of the bonding portion used for bonding to the web 3b is dispersed on both sides in the forming direction, and the bonding portion is for bonding. Say having enough area.

  Therefore, it is appropriate that the attachment member 4 has an axial portion 41 as a joint portion that is continuous along the axial direction of the existing structural member 3 at least near both sides of the existing structural member 3 (web 3b). (Claim 2). “Along the axial direction” means that the axial direction portion 41 as a whole is “oriented in a direction parallel to or close to the axial direction of the existing structural member 3”, and partly the existing structural member 3. This includes the case where there is a section that is not parallel to the axial direction. “At least near the both sides in the forming direction” means that the axial direction portion 41 is formed only on both sides in the forming direction of the web 3b as shown in FIG. 41 may be formed. When the axial direction portion 41 is formed only on both sides in the forming direction, the attachment member 4 is U-shaped, and when it is also formed at the intermediate portion, the attachment member 4 is E-shaped or comb-shaped.

  In Claim 2, the axial part 41 continuous along the axial direction of the existing structural member 3 is formed on both sides in the direction in which the existing structural member 3 is formed, thereby having a sufficient area for joining to the web 3b. The axial portion 41 can be distributed to both sides of the forming direction, and the length of the arm that determines the resistance to the bending moment borne by the mounting member 4 can be secured to the maximum, so that the ability to resist the bending moment Can be effectively exerted on the mounting member 4.

  In the case where the axial portions 41 and 41 are formed only on both sides of the mounting member 4 in the direction of formation, the contour line is continuous along the direction of formation of the existing structural member 3 in the section sandwiched between the axial portions 41 and 41. A direction portion 42 having the following is formed. In this case, since a plane including a straight line continuous in the direction of the shearing force borne by the mounting member 4 in the forming direction portion 42 can be secured, the web 3b is formed in the forming direction portion 42 that is a continuous section in the forming direction. By being joined, the attachment member 4 can effectively exhibit the ability to resist shear force (shear force transmission).

  When the axial direction parts 41 and 41 are formed only on both sides of the mounting member 4 in the forming direction, particularly when the mounting member 4 is welded to the web 3b in the axial direction part 41 and the forming direction part 42, the axial direction part. The weld metal that is continuous in the axial direction 41 is welded to the web 3b, and the weld metal that is continuous in the forming direction of the forming direction portion 42 is welded to the web 3b. In this case, since the axial direction portion 41 and the forming direction portion 42 are joined to the web 3b by a continuous line or surface made of weld metal, it is attached in comparison with the case of bolt joining joined in a dot shape. The effect of transmitting stress between the member 4 and the existing structural member 3 is improved.

  However, when the attachment member 4 is welded to the web 3b, the axial portion 41 may be formed only on both sides of the mounting member 4 in the direction of formation, or may be formed on an intermediate portion other than both sides of the direction of formation. If welded to the web 3b along the outline of the axial direction portion 41 and the forming direction portion 42, the weld metal facing the forming direction becomes discontinuous, but the difference in the total length of the lines facing the forming direction is Therefore, it can be said that the transmission effect of the shear force is not particularly reduced.只 When the axial direction portion 41 is formed only on both sides of the mounting member 4 in the forming direction, the weld metal facing the forming direction transmitting the shearing force between the mounting member 4 and the web 3b is continuous in the forming direction. Thus, the stability in the welded state is higher than in the case of discontinuity, and there is an advantage that the amount of steel material used for the mounting member 4 is reduced by the absence of the axial direction portion 41 in the intermediate portion of the forming direction.

  When a bending moment and a shearing force are transmitted from the web 3 b in the section on both sides of the existing structural member 3 to the elastic-plastic damper 5, the web 3 b receives a reaction force from the joint portion 52 of the elastic-plastic damper 5 through the attachment member 4. At this time, the attachment member 4 overlaps the web 3b of both side sections and increases the thickness of the web 3b so that the webs 3b of the both side sections are not deformed in the plane or in the out-of-plane direction by the reaction force at this time. It also has the role of stiffening the web 3b in both side sections.

  When the stiffening effect on the web 3b in the both side sections is not sufficient only by the joining of the mounting members 4, the web 3b in the both side sections is reinforced in a region where the mounting members 4 do not overlap (other than the region where the mounting members 5 overlap). The members 8 are overlapped and joined (claim 3). The reinforcing member 8 overlaps the area of the web 3b where the mounting member 4 does not overlap, thereby filling the area where the mounting member 4 is absent, increasing the thickness of the entire web 3b, shearing rigidity in the in-plane direction, and bending in the out-of-plane direction. Plays a role of increasing rigidity. As a result, the web 3b transmits a bending moment and a shearing force to the elastoplastic damper 5 during relative deformation between the main structural members 1 and 1, and yields the elastoplastic damper 5 to cause in-plane deformation and surface deformation. Ensures stability against external deformation.

  A part of the construction direction of a part of the existing structural member excluding the end part in the axial direction is removed except for the other part, and the removal part is attached to the web on both sides sandwiching the existing structural member in the axial direction. Are installed at a distance from each other in the axial direction of the existing structural member, installed across the elastic-plastic damper between the paired mounting members, and joined to each mounting member. It is possible to yield a part of the section before the other section and yield together with the elastic-plastic damper. As a result, the existing structural member can exhibit the plastic deformation ability, and can perform the function of absorbing vibration energy together with the elastic-plastic damper.

Attaching mounting members on both sides of a section of an existing structural member in the axial direction, straddling both mounting members, installing elastic-plastic dampers on both sides in the thickness direction of each mounting member, and joining to both mounting members FIG. (A) is the xx sectional view taken on the line of FIG. 1, (b) is the yy sectional view taken on the line of FIG. It is the elevation which showed the removal part in the existing structural member shown in FIG. (A) is an elevation view showing a state in which an elastic-plastic damper is installed on one side in the thickness direction of both mounting members across a part of the existing structural member in FIG. FIG. 3 is a sectional view taken along line xx of (a). (A) is an elevation view showing the relationship between the mounting member and the elastic-plastic damper in FIG. 1, (b) is an elevation view showing the relationship between the reinforcing member and the mounting member in FIG. 1, and (c) is a diagram. 2 is an elevational view showing a relationship between an elastic-plastic damper and a mounting member in FIG. (A) is an elevation view showing an installation state of an elasto-plastic damper on an intermediate pillar when the existing structural member is a stud built between adjacent beams, and (b) is an elevation view showing an existing structural member between adjacent beams. It is the elevation which showed the installation state of the elastic-plastic damper to a bracket in the case of being the bracket installed ranging over the brace and the beam constructed. (A) is a beam in which an existing structural member is installed between adjacent columns, and shows the installation state of the elasto-plastic damper on the beam when two sections are formed in two axial directions of the beam Elevated view, (b) is a stud with existing structural members installed between adjacent beams, and a reinforcing member and elastic-plastic damper for the stud when two sections are formed in two axial directions of the stud Elevated view showing the installation state of (2), (c) is a stud that is built between adjacent beams of existing structural members, to the stud when a partial section is formed at three locations in the axial direction of the stud It is the elevation which showed the installation state of the elastic-plastic damper.

  1 and 2 have a flange 3a and a web 3b that are installed between the main structural members 1 and 1 that are juxtaposed and can be shear-deformed in the in-plane direction of the structural surface (frame 2) including the main structural members 1 and 1. The elastoplastic damper 5 is installed in the removal portion 32 formed in the partial section 31 excluding the axial end of the existing structural member 3, and a part of the elastoplastic damper 5 removes the removal portion 32 from the shaft of the existing structural member 3. A mode that it was joined to the web 3b of the both sides pinched | interposed in the direction is shown. 1 and 2 show an example in which the main structural member 1 is a column and the existing structural member 3 is a beam. In this case, the parallel main structural members 1 and 1 and the existing structural member 3 are The frame 2 of the beam is formed. The construction surface including the main structural members 1, 1 arranged in parallel is also the construction surface of the frame 2.

  In the drawing, a square steel pipe is used for the main structural member 1 and an H-shaped steel is used for the existing structural member 3. However, the cross-sectional shape of the main structural member 1 is not limited, and the cross-sectional shape of the existing structural member 3 is the same as that of the existing structure. It does not matter if the member 3 has the flange 3a and the web 3b. In the figure, 7 indicates a slab supported by the existing structural member 3. The existing structural member 3 is originally rigidly joined to the main structural members 1 and 1 at both ends in the axial direction, so that the intermediate structural members 1 and 1 except for both ends are relatively deformed in the composition plane. Attempts to shear deformation at the part. One portion excluding these both end portions, or a plurality of intermediate portions as shown in FIG.

  As shown in FIG. 3, the removal portion 32 is formed by removing a part of the forming direction in the partial section 31 of the existing structural member 3 while leaving another part of the forming direction. FIG. 3 shows an example in which the existing structural member 3 is a beam that supports the slab 7, so that the existing structural member 3 continues to support the slab 7 even in the partial section 31 even after the removal portion 32 is formed. In the partial section 31, the lower flange 3a and a part of the web 3b continuous therewith are removed, leaving the upper flange 3a and a part of the web 3b continuous therewith. The direction in which the existing structural member 3 is formed is the direction in which the shearing force and bending moment are applied to the existing structural member 3, and is the direction of shear deformation.

  As shown in FIGS. 1 and 2, the web 3b on both sides sandwiching the removal portion 32 in the axial direction of the existing structural member 3 receives the elastic-plastic damper 5 and indirectly joins the elastic-plastic damper 5 to the web 3b. The attachment members 4 and 4 for joining are joined. The attachment members 4 and 4 sandwich the removal portion 32 in the axial direction of the existing structural member 3, are spaced apart from each other in the axial direction, and are joined to the web 3b in pairs. The elasto-plastic damper 5 is installed across both the mounting members 4 and 4 and joined to each mounting member 4 at both axial portions of the existing structural member 3. “Parts on both sides in the axial direction of the existing structural member 3” are parts on both sides in the direction orthogonal to the shearing force acting direction of the elastoplastic damper 5, and correspond to a joint 52 described later.

  The elasto-plastic damper 5 bears a shearing force or a shearing force and a bending moment when a relative deformation occurs between the main structural members 1 and 1 in the in-plane direction of the frame 2. In the case of having at least the plastic deformation portion 51 that is plastically deformed by means of FIG. 1 and being joined to the mounting member 4 by the bolt 6 as shown in FIG. Joining parts 52 and 52 for joining to are formed.

  When the elastoplastic damper 5 is welded directly or indirectly to the mounting member 4, it is welded to the mounting member 4 on both sides of the plastic deformation portion 51 in the direction perpendicular to the shearing force acting direction. In addition, since a welding allowance is secured on both sides of the plastic deformation portion 51, the welding allowance corresponds to the joint portion 52. When the joining portion 52 is joined to the mounting member 4 with the bolts 6, a plurality of insertion holes 5a for the bolts 6 are formed in the joining portion 52 as shown in FIG. In that case, as shown to Fig.5- (a), the insertion hole 4a which the volt | bolt 6 penetrates in the position corresponding to the insertion hole 5a of the attachment member 4 is formed.

  1 and 5, when the plastic deformation portion 51 of the elastic-plastic damper 5 has an elevational shape corresponding to the bending moment distribution generated when concentrated loads are alternately applied to both sides of the both ends fixed beam in the shearing force acting direction. However, the shape of the plastic deformation portion 51 is arbitrary, and may be a polygonal shape, a square shape, or a shape that partially includes a curve.

  In the drawing, the total length of the elastic-plastic damper 5 including the joint portion 52 when viewed in the axial direction of the existing structural member 3 on the elevation surface of the frame 2 is the length of the partial section 31 (removal portion 32). The size of the elastoplastic damper 5 and the area of the removal portion 32 are set so as to substantially match, but this is not always necessary, and the total length of the elastoplastic damper 5 may be larger or smaller than the length of the removal portion 32. . In installing the elastoplastic damper 5 at the removal portion 32, the elastoplastic damper 5 is placed via the attachment member 4 so that the joint portions 52 of the elastoplastic damper 5 overlap the webs 3 b on both sides of the removal portion 32 on the elevation surface. Since it can also be installed, in principle, the length of the removal portion 32 may be at least as long as the length of the plastic deformation portion 51 of the elastic-plastic damper 5.

  However, in order to sufficiently exhibit the plastic deformation capability of the elastoplastic damper 5 after yielding, the rigidity of the plastic deformation portion 33 excluding the removed portion 32 in the partial section 31 of the existing structural member 3 is the deformation of the elastoplastic damper 5. Since it is effective not to impede the ability, the removal part 32 (partial section 31) is shown in the drawing so that the plastic deformation part 33 can exhibit the plastic deformation ability when the elastic-plastic damper 5 yields or after yielding. The length of the elastic-plastic damper 5 is more than the total length.

  In order to make the length of the removal portion 32 larger than the total length of the elasto-plastic damper 5, as shown in FIG. 2- (a), the attachment members 4, 4 that are paired on one side of the web 3b of the existing structural member 3 are used. When the elastic-plastic dampers 5 and 5 are disposed on both sides of the mounting members 4 and 4, the elastic-plastic damper 5 that overlaps the surface of the mounting members 4 and 4 on the web 3b side as shown in FIG. Makes it possible to fit within the removal portion 32 without interfering with the web 3b. From this point of view, when the elastic-plastic damper 5 is disposed only on one side of the mounting members 4 and 4 and joined to the mounting members 4 and 4 as shown in FIG. It is not necessary to set the plastic damper 5 to be longer than the entire length.

  The attachment members 4 and 4 overlap the webs 3b on both sides of the existing structural member 3 in the axial direction with the removal portion 32 of the partial section 31 interposed therebetween, and are joined by bolts or welding. In the drawing, since the length of the removal portion 32 is aligned with the entire length of the elastic-plastic damper 5, the web 3b has no place where the joint portions 52, 52 of the elastic-plastic damper 5 overlap. In order to receive the joint portions 52 and 52 of the plastic damper 5, the attachment members 4 and 4 are attached to the web 3b in a state where the portion near the removal portion 32 of the attachment members 4 and 4 protrudes from the web 3b to the removal portion 32 side. They are joined together.

  In the drawing, particularly when the attachment member 4 is joined to the web 3b, the attachment member 4 is joined to the web 3b by welding in order to avoid a decrease in rigidity of the web 3b due to a cross-sectional defect accompanying the formation of an insertion hole in the case of bolt joining. doing. In FIG. 1 and FIG. 4, the thick line in the outline of the attachment member 4 indicates the welded portion to the web 3b. In FIG. 1 and FIG. 4, the welded portion of the reinforcing member 8 (described later) that stiffens the web 3 b together with at least one surface of the web 3 b together with the attachment member 4 is also indicated by a bold line.

  In the case of the illustrated example in which the mounting member 4 is welded to the web 3b, in order to ensure a large resistance force of the mounting member 4 against the bending moment when the mounting member 4 transmits the bending moment from the web 3b to the elastic-plastic damper 5. The axial direction parts 41 and 41 which overlap the web 3b and have a continuous shape along the axial direction of the existing structural member 3 are formed on both sides of the mounting member 4 in the direction of the existing structural member 3 and are continuous in the axial direction. The attachment member 4 and the web 3b are joined by the weld metal.

  As shown in FIGS. 1 and 4, when the axial portions 41 and 41 are formed only on both sides of the mounting member 4, the section sandwiched between the axial portions 41 and 41 is shown in FIG. As shown in the drawing, a forming direction portion 42 having a contour line continuous in the forming direction is formed. Although the axial direction part 41 may be formed also in intermediate parts other than the both sides of a composition direction, the axial direction part 41 of the composition direction intermediate part does not necessarily need to have length about the axial direction part 41 of the composition direction both sides. Absent.

  Since the attachment member 4 overlaps at least one surface in the thickness direction of the web 3b, the welding of the attachment member 4 to the web 3b is by fillet welding. Accordingly, since the weld metal that joins the attachment member 4 to the web 3b is welded along the outline of the attachment member 4, the axial portions 41 on both sides of the forming direction are mainly against the bending moment acting on the attachment member 4. , 41 is resisted by the weld metal along the outer contour line 41, and the weld metal along the outer contour line of the forming direction portion 42 facing the forming direction mainly exerts resistance against the shearing force acting on the mounting member 4. .外形, since the outer shape line facing the forming direction is also formed in a part of the axial direction portion 41, the resistance to the shearing force is formed only on both sides of the forming direction, or the axial direction portion 41 is also formed in the intermediate portion. The resistance of the mounting member 4 against the shearing force is not particularly reduced even when the axial portion 41 is formed at the intermediate portion in the forming direction.

  However, when the axial direction portion 41 is formed only on both sides of the forming direction, the forming direction portion 42 that draws a continuous outline in the forming direction is formed between the axial direction portions 41 and 41 on both sides, and the weld metal is Since it is welded to the web 3b continuously in the forming direction, the axial direction part 41 is formed in the forming direction intermediate part, and the resistance force and stability to the shearing force are more stable than the case where the forming direction part 42 is discontinuous in the forming direction. Rise.

  The elasto-plastic damper 5 is configured so that the bending moment and the shearing force are reliably transmitted from the mounting members 4 and 4 on both sides of the removal portion 32 to the plastic deformation portion 51. 52 and 52), the mounting members 4 and 4 are overlapped and joined in a state where a sufficient overlap margin is secured between the mounting members 4 and 4. Even when both longitudinal ends of the elastic-plastic damper 5 can be directly overlapped with the web of the existing structural member 3, if the overlap margin is not sufficient, the bending moment from the mounting members 4, 4 to the elastic-plastic damper 5 This is because there is a possibility that the elasto-plastic damper 5 cannot be surely yielded.

  FIG. 3 shows a relative deformation of the main structural members 1 and 1 in a partial section 31 which is an intermediate portion excluding an axial end of the existing structural member 3 existing on the back side of the mounting members 4 and 4 shown in FIG. In order to sometimes yield, a procedure for forming the plastic deformation portion 33 in the partial section 31 of the existing structural member 3 is shown. In the partial section 31, the other part is removed in a state where a part of the forming direction remains as described above, and the remaining part becomes the plastic deformation part 33. In FIG. 3, the hatched area indicates the removed portion 32.

  FIG. 3 shows an example in which the existing structural member 3 is a H-shaped steel beam and supports the slab 7 as described above. In this case, the lower flange 3a and a part of the web 3b continuous therewith are removed, and the upper flange 3a supporting the slab 7 is left. However, when the existing structural member 3 is not a horizontal member as shown in FIGS. 6- (a), (b), FIGS. 7- (b), (c), it is a part unrelated to the support of the slab 7. In addition, since the flange 3a is not restricted by the slab 7, the removed portion 32 may be formed only on the web 3b. When the joint plate 9 for joining adjacent beam members constituting the existing structural member 3 is straddled before the formation of the removal portion 32 of the existing structural member 3 as shown in FIG. Even after the formation of the portion 32, a part of the joint plate 9 may be left as shown in FIG.

  Sections other than the partial section 31 have rigidity in the forming direction (in-plane direction) of the remaining part (plastic deformation portion 33) by removing a part of the forming direction in the partial section 31 of the existing structural member 3 Therefore, when the remaining portion of the partial section 31 is subjected to a shearing force and a bending moment in the forming direction, it is in a state of being easily sheared and becomes a plastically deformable portion 33 that can be plastically deformed by shear deformation. As shown in FIG. 3, the partial section 31 is a section connecting both ends of the removal portion 32 in the axial direction of the existing structural member 3. When the removal portion 32 is formed, the corner portion of the removal portion 32 is removed in a curved line so that stress concentration does not occur in the remaining portion around the removal portion 32.

  1 and 2 show an example in which elastic-plastic dampers 5 and 5 are installed on both sides in the thickness direction of the web 3b of the existing structural member 3. FIG. In this example, as described above, the attachment members 4 and 4 that are paired in the axial direction of the existing structural member 3 are joined to one side of the web 3b with the removal portion 32 interposed therebetween. Elasto-plastic dampers 5 and 5 are arranged on both sides in the thickness direction so as to sandwich the attachment members 4 and 4, and the joint portions 52 and 52 of the elastic-plastic dampers 5 and 5 on both sides are joined to the attachment members 4. ing. Here, both surfaces of the attachment members 4 and 4 joined to one side of the web 3b are used for joining the elastic-plastic dampers 5 and 5. However, the attachment members 4 and 4 are attached to both surfaces of the web 3b. In some cases, the elastic members are joined at a distance from each other in the thickness direction, and the elastic-plastic damper 5 is joined to the surface of the mounting member 4, 4 on the opposite side of the web 3b.

  As shown in FIGS. 1 and 2, when the elastic-plastic dampers 5 and 5 are joined to both surfaces of the attachment members 4 and 4 joined to one side of the web 3b, the attachment members 4 and 4 are placed in the removed portion 32 of the web 3b. Therefore, the length of the removal portion 32 in the axial direction of the existing structural member 3 is set to be larger than the length of the elastic-plastic damper 5.

  4A and 4B, the attachment members 4 and 4 are joined only to one side of the web 3b, and the elastic-plastic damper 5 is joined only to the surface of the attachment members 4 and 4 opposite to the web 3b. An example is shown below.

  In the example shown in FIGS. 1 and 4, a region where the mounting member 4 is not present is filled in a region other than the region where the mounting member 4 overlaps, and the reinforcing member 8 that increases the thickness of the web 3 b is overlapped and joined. Thus, the web 3b is stiffened so that it does not undergo shear deformation in the in-plane direction and does not bend and deform in the out-of-plane direction when the bending moment and shear force are transmitted to the elastic-plastic damper 5.

  Corresponding to the stiffening of the web 3b by the reinforcing member 8, in FIGS. 1 and 4, the flanges 3a and 3a at the ends near the main structural member 1 are prevented from being relatively lowered with respect to the web 3b. Also, the flange 3 a is stiffened by joining the reinforcing plate 10. In the drawing, the reinforcing plate 10 is abutted and welded to the outer side in the width direction of the flange 3a in a section near the end of the flange 3a, but the reinforcing plate 10 overlaps at least one side in the thickness direction of the flange 3a and is welded or the like. Sometimes joined.

  FIG. 6A shows a case where the main structural members 1 and 1 are beams, and the existing structural member 3 is a stud arranged between the beams. The example at the time of installing the plastic damper 5 is shown. Even in this example, the existing structural member 3 has the flanges 3a and 3a on both sides in the direction of formation. However, since the flange 3a does not need to support the slab 7, the elastic member is not elastic during relative deformation between the main structural members 1 and 1. The flanges 3a and 3a on both sides of the shear deformation direction and the webs continuous thereto so that the partial section 31 of the existing structural member 3 where the plastic damper 5 is installed can yield in any direction in which shear deformation occurs. The removal part 32 is formed in a part of web 3b, leaving a part of 3b.

  6B is a brace in which one main structural member 1 is installed in the frame 2, and the other main structural member 1 is a beam constituting the frame 2, and the existing structural member 3 extends between the brace and the beam. In the case of the bracket to be provided, an example in which the elastoplastic damper 5 is installed at one place in the intermediate portion in the axial direction of the existing structural member (bracket) 3 is shown. Here, in the partial section 31 of the existing structural member 3, the flanges 3a and 3a and the web 3b on both sides in the shear deformation direction are left, and the removal portion 32 is formed in a part of the web 3b. In both examples (a) and (b), a part of the web 3b may be left and the flanges 3a on both sides may be removed.

  7- (a) to (c) show partial sections 31 (plastic deformation) at two or more axially intermediate portions of existing structural members 3 such as beams and studs which are laid between adjacent main structural members 1 and 1. FIG. An example in which the portion 33) is formed and the elasto-plastic damper 5 is installed in each partial section 31 is shown. (A) is a case where the main structural members 1 and 1 are pillars and the existing structural member 3 is a beam, and when the partial sections 31 are formed at two locations excluding the central portion in the axial direction of the existing structural member 3 (b) ) Is a case where the main structural members 1 and 1 are beams, and the existing structural member 3 is a stud, and when the partial sections 31 are formed in two places excluding the central portion in the axial direction of the existing structural member 3, (c) When the main structural members 1 and 1 are beams and the existing structural member 3 is a stud, a partial section 31 is formed at three locations including the central portion of the existing structural member 3 in the axial direction. In FIG. 7, the elasto-plastic damper 5 is shown in a simplified rectangular shape.

  7- (a) to (c), the flanges 3a and 3a on both sides in the shear deformation direction of the existing structural member 3 and a part of the web 3b are left, and the removal portion 32 is formed on a part of the web 3b. The flange 3a on both sides may be removed while leaving a part of the web 3b.

1 ... Main structural member, 2 ... Frame,
3 ... Existing structural member, 3a ... Flange, 3b ... Web, 31 ... Partial section, 32 ... Removal part, 33 ... Plastic deformation part,
4 ... mounting member, 4a ... insertion hole,
5 ... Elastic-plastic damper, 51 ... Plastic deformation part, 52 ... Joint part, 5a ... Insertion hole, 6 ... Bolt,
7 …… Slab,
8 …… Reinforcing members,
9: Joint plate, 10: Reinforcement plate.

Claims (3)

An elasto-plastic damper mounting structure that adds an elasto-plastic damper to an existing structural member having a flange and a web, which is laid between parallel main structural members and can be shear-deformed in the in-plane direction of the structural surface including the main structural member. Yes,
A part of the direction of the partial section excluding the end of the existing structural member in the axial direction is removed leaving the other part, and the removed portions are sandwiched in the axial direction of the existing structural member. An attachment member for joining the elastic-plastic damper to the web of the existing structural member is placed on the web at a distance from each other in the axial direction of the existing structural member, and joined in pairs.
A structure for mounting an elastic-plastic damper to an existing structural member, wherein the elastic-plastic damper is installed across the pair of mounting members and joined to each mounting member.   The mounting member has an axial portion that overlaps with the web of the existing structural member at least on both sides in the forming direction of the existing structural member and is continuous along the axial direction of the existing structural member. The structure for attaching an elastic-plastic damper to the existing structural member according to claim 1. 3. The existing structural member according to claim 1, wherein a reinforcing member is overlapped and joined to a region of the web of the existing structural member other than a region where the mounting member overlaps. Elasto-plastic damper mounting structure.

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