JP2012233374A - Seismic reinforcement structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a seismic reinforcement structure which provides seismic reinforcement to a multiple dwelling house in a short side direction, while keeping spaciousness of a window or the like though a brace is adopted, and realizes construction without moving of a resident.SOLUTION: A seismic reinforcement structure comprises: a column 2 which is provided to stand so as to face against an existing column 1 of an existing building with keeping space and has a lower part fixed to a base 6 of the existing building with brackets 7 and 8 interposed therebetween; a member 3 having energy absorbing mechanism which is arranged inclined between a corresponding portion of each column to each story and the existing column 1; and a horizontal member 4 which connects a column with a skeleton in a substantially horizontal plane at a brace fixing part 3a of the column. By the member 3 having energy absorbing mechanism being arranged as a brace against a framework 5 formed with upper/lower parts 4A and 4B of the horizontal member 4, the existing column 1 and the column 2, seismic resistance of the existing building is reinforced in an extending direction of a vertical plane which includes the column 2 and the existing column 1.

Description

  The present invention relates to a seismic reinforcement structure, and in particular, is applied to an existing apartment house having a height of up to about 45 meters, and in the short side direction of the building on the middle floor where deformation is greatest when it is hit by an earthquake. The present invention relates to a structure for improving earthquake resistance, which is suitable for reinforcement of steel.

  As a seismic reinforcement for an existing building, there is a brace that is put into a frame formed by columns positioned on the left and right and beams positioned on the top and bottom. As a result, shear deformation acting on the shaft group can be suppressed, and damage to the building composed of the shaft group can be avoided or delayed. The brace is generally a steel material, but in order to cope with a large shear deformation repeatedly received in the event of a large earthquake, a member with an energy absorbing mechanism is increasingly employed.

  A hysteresis damping type, a friction damping type, and a viscous damping type are known as members having an energy absorbing mechanism. Specifically, the hysteresis damping type is a steel elasto-plastic damper or a lead damper. A typical friction damping type is a friction damper, and examples of the viscous damping type include an oil damper, a viscous damper, and a viscoelastic damper. These are all well-known dampers, but since they apply to individual frames of the building itself, they can be applied to the outer frame of either the long side or the short side of the building. Can also work.

  By the way, when the existing building to be seismically strengthened is a multi-family house up to 45 meters high, the number of floors is around 14 at most, but the deformation in the height direction that occurs when an earthquake hits is the middle floor It is known that it becomes the most intense around the 6th, 7th, and 8th floors. Therefore, the damage in this part loses the habitability on the upper floor. Eventually, it will become a collapsed building that cannot be used on all floors.

  It was mentioned above that braces are introduced to reinforce the building, but the problem here is that the braces cannot be installed unless the concrete walls covering the frame of the place to be introduced are removed. That is. In that case, because the living space must be temporarily destroyed, it becomes impossible to "construct while living", and the resident is forced to leave during the construction. Another problem is that when an opening is provided in the shaft set, that is, when there is a window or a doorway, a brace attached obliquely blocks the view from the window or the like at the central portion. Since it is arranged so as to approach the eyes, the occupant's feeling of openness when viewing the outside world is greatly impaired.

  Therefore, a braceless reinforcement method as disclosed in Patent Document 1 has been devised, and the explanation of the reinforcement principle is omitted, but the view is maintained because no brace is required. In addition, it is possible to reinforce by attaching a separately prepared steel pillar or beam to the outer surface of the pillar or beam of the building. If the building is a house, keep in mind that there are multiple doors in the long side, but the short side is occupied by only one door, or at most two doors. The braceless reinforcement method is effective for the shafts arranged in the long side direction of the building, but the reinforcing effect is diminished in the short side direction because the number of shafts is extremely small. Therefore, the reinforcement is usually limited to increase the thickness of the wall material in that direction.

  Since the reinforcement of the wall material is performed by increasing the number of concrete hits, it is not possible to obtain an increase in shear strength as if braces were inserted into a shaft assembly, and the follow-up performance against large deformations is also poor. By the way, there is a method that employs buttress as a construction method that achieves reinforcement while placing a member with high rigidity and proof strength on the outside of the building to enable “construction while living”. This is a method in which a reinforcing member is brought into close contact with existing pillars existing at corners of existing buildings or portions where a large lateral pressure is applied to the building frame. As disclosed in Patent Document 2, it is often intended to reinforce a shaft group existing between buttresses by being attached to each of the existing columns and the back portions (outer side surfaces) of the existing columns facing each other. According to this, as described in Patent Document 3, it can also be applied to the short side direction.

  By the way, the buttress in Patent Document 3 forms a reinforcing frame, but for the purpose of increasing the strength of the frame although braces are included, the reinforcement of the existing building increases the bending rigidity of the existing column by the entire buttress. Yes. Therefore, although the entire buttress is connected to the existing pillar by a new beam on the buttress side, the new pillar itself is only erected at a position separated from the building. There is no idea to reinforce only the middle floors because there is no particular requirement for the strong integration of the new pillars with the frame. Therefore, it is not possible to exert reinforcement that is effective for the vibration mode of a house with 14th and 5th floors at an intermediate level. That is, since the buttress is solid, it is almost impossible to allow the deformation of the buttress or change the deformation amount depending on the floor.

JP 2004-169504 A JP 2010-47926 A JP-A-9-203217

  The present invention has been made in view of the above problems, and its purpose is to enable the reinforcement in the short side direction of an apartment house with a height of about 45 meters to be an effective one using a brace. By providing a seismic reinforcement structure that can be arranged without losing the feeling of opening without being in close contact with the opening of the window, etc., enabling construction while staying and avoiding temporary retreat during construction. is there.

  The feature of the seismic reinforcement structure of the present invention is that, referring to FIG. 1, it is erected so as to face the existing pillar 1 of the building across the space, and the lower part is mounted on the foundation 6 of the existing building with the brackets 7 and 8. In a substantially horizontal plane of the column 2 fixed via the column, the member 3 with an energy absorbing mechanism disposed to be inclined toward the existing column 1 from the position corresponding to each floor in the middle of each column, and the brace mounting portion 3a of the column And a horizontal member 4 for connecting the column and the housing, and bracing the member 3 with an energy absorbing mechanism on the shaft assembly 5 formed by the upper and lower 4A, 4B of the horizontal member, the existing pillar 1 and the column 2. As a result of the arrangement, the earthquake resistance of the building in the direction in which the vertical plane including the column 2 and the existing column 1 extends is enhanced.

  The horizontal members are an axial force member 4M that can withstand the tension and compression that connects the column 2 and the existing column 1 facing the column 2 at the shortest distance, and two portions existing on the existing beam 9 on the left and right of the existing column facing the column. What is necessary is just to have as the pretension introduction material 10 which connects the brace attachment part 3a.

  The horizontal member is an axial force member 4M that can withstand tension and compression that connects the column 2 and the existing column 1 facing the column 2 with the shortest distance, and is located on the existing beam on the left or right of the existing column facing the column. It is also possible to provide an axial force member 4N that can withstand tension and compression, and is fixed to the place and the brace attachment portion 3a. Further, it may be provided with two axial force members 4N and 4P that can withstand tension and compression connecting the two portions existing on the existing beam on the left and right of the existing column facing the column and the brace mounting portion. .

  The member 3 with the energy absorbing mechanism may be a single response control structural member selected from a steel elastic-plastic damper, a lead damper, a friction damper, an oil damper, a viscous damper, and a viscoelastic damper. The pretension introduction material 10 is a steel rod 15 with a turnbuckle 14 interposed.

  According to the present invention, a column erected so as to face an existing pillar of a building across a space, and an energy absorption mechanism that is arranged to be inclined toward the existing pillar from a position corresponding to each floor in the middle of each column And a horizontal member that connects the column and the frame in a substantially horizontal plane at the brace mounting portion of the column, with an energy absorbing mechanism for the shaft formed by the upper and lower sides of the horizontal member, the existing column, and the column Since the members are arranged as braces, it is possible to enhance the earthquake resistance of the building in the direction in which the vertical plane including the column and the existing column extends.

  The column is rigidly integrated with the building frame, and the dampers are installed on each floor, so even if the amount of deformation differs depending on the floor due to changes in vibration mode and amplitude, it follows that. Can behave like Therefore, it is possible to reduce the occurrence of an excessive load or an excessive stress caused by the influence of the location where the deformation becomes large. The effect of suppressing shear deformation is exerted and contributes greatly to seismic reinforcement.

  Since only the members for the reinforcing structure are provided outside the building, it is possible to “construct while living”, eliminating the need for the resident to move out or move temporarily. Braces and columns are located in the short side of the building and facing the existing pillars, and the reinforcement structure is three-dimensionally attached. What is obstructed can be made inconspicuous and can be easily maintained.

  An axial force material that connects the horizontal member with the column and the existing column facing it in the shortest distance, and a pre-tension that connects the brace attachment part with the two existing columns on the left and right sides of the existing column facing the column. If it is made of an introductory material, this horizontal member can be regarded as a building exterior beam with left and right steadying. Therefore, a shaft set is formed outside the building by the upper and lower sides of the horizontal member, the existing pillars, and the columns, and the member with the energy absorbing mechanism can function as a brace.

  The horizontal member is fixed to the column and the existing column facing it at the shortest distance, and to the left or right of the existing column facing the column and fixed to the brace mounting part on the existing beam. Even if it is an axial force member, it can be made to function as a building outer beam without vibration of the horizontal member. Moreover, even if a horizontal member is two axial force members which connect two places which exist in the right and left of an existing pillar, and exist on an existing beam, and a brace attaching part, a building outer beam without a vibration can be comprised.

  If a member with an energy absorption mechanism is one of steel elastic-plastic dampers, lead dampers, friction dampers, oil dampers, viscous dampers, and viscoelastic dampers, the effect of inhibiting shear deformation in the outer frame of the building will be demonstrated. Contributes greatly to seismic reinforcement.

  If the pretension introduction material is a steel rod with a turnbuckle interposed therebetween, the horizontal deflection of the horizontal member can be achieved with a simple and inexpensive material. Applying tension and controlling the size are done with one turnbuckle operation.

(A) is the conceptual structure figure which showed the earthquake-proof reinforcement structure which concerns on this invention in three dimensions, (b) thru | or (d) is the schematic diagram which showed the long side direction and short side direction of the building, and its axis set. The perspective view of the frame of a 14-story apartment house, and the earthquake-proof reinforcement structure based on this invention applied to it. (A) is a monolithic structure figure with the building in the fixed point of a column base, (b) is a perspective view of the bracket for fixing a fixed point of a column, and its joint part. (A) is the AA arrow directional view in Fig.3 (a), (b) is the BB arrow directional view in Fig.3 (a). (A) is an assembly diagram when the damper with the energy absorbing mechanism is inclined upward in the short side direction (YZ plane), and (b) to (d) are examples of mounting the horizontal member on the column side. -The top view of a C line arrow equivalent position. (A) is an assembly diagram in the case where the lower slope of the damper with energy absorbing mechanism is mixed in the short side direction (YZ plane), and (b) is the reinforcement structure of the present invention at the site where the braceless method is applied to the existing building. Applied axis diagram.

  Below, the seismic reinforcement structure which concerns on this invention is demonstrated in detail based on drawing showing the embodiment. As shown in FIG. 1 (a), the reinforcing structure is composed of a steel pipe column 2 erected so as to sandwich the space at a position separated from the existing pillar 1 of the building, and each floor in the middle of each column. Horizontally connecting the column and the frame of the building in a substantially horizontal plane in the brace mounting portion 3a of the column 2 and the member 3 with the energy absorbing mechanism arranged to be inclined from the corresponding position toward the existing pillar located at the door boundary. It consists of member 4. And the member with an energy absorption mechanism is arranged as a brace with respect to the shaft group 5 formed by the two upper and lower 4A, 4B of the horizontal member, the existing pillar 1 and the column 2.

  As shown in FIG. 2, the column is not provided on all of the existing pillars 1 of the building, but the lower part is rigidly attached to the foundation 6 of the existing building via the brackets 7 and 8 at each of the plurality of arranged parts. Fixed. Details thereof will be described later with reference to FIGS. The member 3 with an energy absorbing mechanism is a steel elasto-plastic damper or oil damper (see, for example, Japanese Patent Laid-Open No. 9-32343), for example, as shown in FIG. It behaves as a brace and exerts the effect of suppressing shear deformation of the shaft group 5 and contributes greatly to seismic reinforcement. The horizontal member 4 includes an axial force member 4M that can withstand the tension and compression connecting the column 2 and the existing column 1 facing the column 2 at the shortest distance, and two existing on the existing beam 9 on the left and right of the existing column facing the column. And the pre-tension introduction material 10 that connects the place and the brace attachment portion 3a and has a substantially C-shape as viewed in a plane arrow (see also FIG. 1 and FIG. 5 (b)). Since the latter is intended to stabilize the posture of the axial force member 4M, the axial force member constitutes the main component of the horizontal member.

  FIG. 1 (c) shows a simplified representation of one of the frames 11 in the long side direction of the building, which is formed by two existing pillars 1, 1 on the left and right and two existing beams 9, 9 on the upper and lower sides. This is an example of a seismic reinforcement structure in which a brace 12 is interposed in a shaft assembly. Similarly, the brace 3 with the energy absorbing mechanism is formed by the two upper and lower axial force members 4M and 4M, the existing pillar 1 and the column 2 as shown in FIG. It is arranged as a brace with respect to the shaft set 5. The above (c) is on the XZ plane shown in (b), but (d) forms the earthquake-resistant structure on the YZ plane, and it can be seen that it is provided outside the building. . That is, the structure (d) enhances the earthquake resistance of the building in the direction in which the vertical plane including the column 2 and the existing column 1 extends.

  As can be grasped from this configuration, the seismic reinforcement structure is constructed by construction only outside the building, so there is no need to demolish the wall and the resident does not have to leave, so it can be `` constructed while living '' Become. In addition, what is necessary is just to attach the axial force material as a horizontal member to the existing pillar 1 under the veranda 13, as shown to (a) of FIG. Moreover, the brace 3 with an energy absorption mechanism should just make it arrange | position between the partitions of the veranda door boundary (it can be destroyed for the case of emergency escape) in two sheets. Both of them are cylindrical or thick pipes, but they are not immediately visible when they come out on the veranda, so their presence is not a concern. Of course, children can be prevented from touching or climbing easily.

  The pretension introduction member 10 that constitutes the horizontal member 4 and functions as a steady rest for the axial force member 4M may be a steel rod 15 provided with a turnbuckle 14. Simple and inexpensive materials can be used, and tension can be applied and the size can be controlled with one turnbuckle operation. Since this is arranged along the lower surface of the veranda, when the resident of the lower floor goes out to the veranda, it will be visible when looking up at the lower surface of the veranda on the upper floor. In this way, any member is not visible when looking directly at the shaft opening on the XZ plane (see FIG. 1 (b)). The feeling of openness before construction will be maintained.

  By the way, since the column 2 should be called an external pillar of the building, it must be integrated with the building, and it is essential that the unity has high rigidity. FIG. 3 (a) shows the base of the column in the foundation of the building. The column 2 is placed on the building foundation 17 via the touch ball 16 and is positioned on the YZ plane (see FIG. 1B) by the two brackets 7 and 8, and the column 2 in FIG. For example, the H-shaped steels 18 and 18 having a substantially C shape in a plan view are positioned on the XY plane to prevent shake in the X direction. The arrangement is the same as the pre-tension introduction material (10 in FIG. 1A) on each floor. The brackets arranged on the foundation 6 are composed of the inclined bracket 7 fixed to the footing 19A of the building and the horizontal bracket 8 fixed to the foundation beam 19B, and the cross joints 21, 22, and 23 are connected at the GL 20 of the column 2. It is tied up through. Therefore, the ground portion of the column 2 is set as a fixed point 24, and it is a good idea to add a solid pillar to the building, which forms an outer pillar.

  Since the lower part of the column 2 is backfilled from the GL, both brackets 7 and 8 fit in the ground. As shown in FIG. 4, fins 7 a and 8 a are attached to the brackets 7 and 8, which are intended to increase the rigidity of the brackets 7 and 8 and receive the earth pressure to exert the resistance to excavating the brackets. This bracket is a welded joint, but is fixed to the footing or foundation by hitting an anchor 25 or the like. Incidentally, at the fixed point 24, the steel pipe of the column 2 is divided into upper and lower parts, and the bracket 26 on the column side has a cross shape in a plan view and is welded to the lower steel pipe shown in FIG. The cross plate and the cross plate welded to the upper steel pipe are joined to each other by using a high-tension bolt on the cross plate.

  The damper 3 with the energy absorbing mechanism, the axial force member 4M, and the pretension introduction member 10 are connected to the column and the housing through the bracket 27 welded to the column 2, the existing column 1, and the bracket 28 anchored to the existing beam 9. Fixed to. Since the damper 10 with an energy absorption mechanism that seismically reinforces the shaft set 5 in the YZ plane is a brace in the shaft set, it is sufficient if the diagonal arrangement is made. Even if the inclination made with respect to the column 2 is an upward inclination as shown in FIG. 5A or a downward inclination is mixed as shown in FIG. It may be just a thing. These seismic reinforced frames can be applied on the middle floor where deformation due to the earthquake is the largest, so it is applied from the second and third floors to the seventh and eighth floors as shown in FIG. Although it is intended to reinforce an apartment house with a height of about 45 meters, the application of the principle and structure of the present invention is not limited to this, and the part to be adopted may be selected as appropriate.

  As can be seen from the above description, if a column, a member with an energy absorbing mechanism, and a horizontal member are used, the member with the energy absorbing mechanism is interposed between the upper and lower parts of the horizontal member, the existing column and the column, and a shaft assembly equipped with braces. As a result, the earthquake resistance of the building in the direction in which the vertical plane including the column and the existing column extends is enhanced. Since the members for the reinforcement structure are only provided outside the building, it is possible to "construct while on the ground" even if there is a little noise, and it is necessary to move the residents or move away temporarily. Will disappear. Braces and columns are located in the short-side direction of the building (YZ direction in Fig. 1 (b)) and at a location facing the existing pillar, so they are surrounded by the frame of the existing building including the horizontal members. Since there is no reinforcing material in the inner space on the XZ plane, and the reinforcing structure is three-dimensionally attached, anything that obstructs the view when looking at the outside from the window or veranda is inconspicuous, and the brace is XZ A feeling of opening can be maintained compared with the case where it arrange | positions in a surface.

  An axial force material that connects the horizontal member with the column and the existing column facing it in the shortest distance, and a pre-tension that connects the brace attachment part with the two existing columns on the left and right sides of the existing column facing the column. Since it is made of an introduction material, the horizontal member can be a building outer beam that is steady on the left and right. It has already been described that a frame is formed outside the building by the upper and lower sides of the horizontal member and the existing columns and columns, and the member with the energy absorbing mechanism can be functioned as a brace. The brace with an energy absorption mechanism expands and contracts following the deformations of the tensile and compression in the short side direction and absorbs the seismic energy, so the building outer frame is only on one side of the building in the short side direction. It is sufficient if it is provided, and it is not necessary to provide the building so as to sandwich the building like a buttress structure.

  Incidentally, although the member with an energy absorbing mechanism is exemplified as a steel elastic-plastic damper or an oil damper, it is needless to say that one type such as a lead damper, a friction damper, a viscous damper, and a viscoelastic damper can be adopted. The damper is installed on each floor, and the column is rigidly integrated with the building frame so that even if the amount of deformation differs from floor to floor due to changes in vibration mode and amplitude, it will follow it. Can be stretched and contracted. Under the influence of the location where the deformation has increased, it is possible to reduce the occurrence of an unreasonable load or stress on other locations, and the wear of the seismic reinforcement structure is also suppressed.

  By the way, it has been described that the horizontal member is as shown in the attachment view on the column side shown in FIG. However, as shown in FIG. 5C, the axial force member 4M that can withstand the tension and compression that connects the column and the existing column facing the column at the shortest distance, and the existing beam on the left or right of the existing column facing the column. It can also be constituted by an axial force member 4N that is fixed to one place existing above and the brace mounting portion and has a square arrow-like shape and withstands tension and compression. This is because the latter axial force member 4N is stabilized by defining a triangle together with the existing beam 9 in the horizontal plane in order to prevent the former axial force member 4M from sideways. In addition, as shown in FIG. 6D, the horizontal member has a substantially C-shape as viewed from the plane arrow connecting the two places existing on the existing beam on the left and right of the existing column facing the column and the brace mounting portion. You may comprise with the two axial force materials 4N and 4P which endure tension and compression. This is because the contribution of the load acting on the two axial force members in the building outer shaft group 5 in the Y direction achieves the function of the horizontal member. It goes without saying that either of them behaves as a horizontal member 4 without left and right deflection.

  In the description so far, the shaft group 5 has been described in which the seismic reinforcement in the short side direction is provided so as to protrude three-dimensionally from the shaft group 11 of the existing building. However, the braceless seismic reinforcement proposed in Patent Document 1 can also be applied to a building frame 11A in which the long side direction is applied. FIG. 6B is a schematic diagram, but even if the reinforcing close contact outer column 29 is closely attached to the existing shaft set as shown by the two-dot chain line, energy is applied to both the existing pillar 1 and the existing pillar 1. It only has to fix the damper 3 with an absorption mechanism and the horizontal member 4, and it turns out that the seismic reinforcement of a long side direction and a short side direction can be carried out with respect to one existing shaft set. The braceless method is suitable for reinforcement in the long side direction (XZ direction) of the building, and the method according to the present invention is suitable for reinforcement in the short side direction (YZ direction). It can be said that the effect is enormous.

  DESCRIPTION OF SYMBOLS 1 ... Existing pillar of building, 2 ... Column, 3 ... Member with energy absorption mechanism (brace), 3a ... Brace attaching part, 4 ... Horizontal member, 4A, 4B ... Two upper and lower horizontal members, 4M, 4N, 4P ... Axial force material, 5 ... frame assembly, 6 ... foundation of existing building, 7, 8 ... bracket, 9 ... existing beam, 10 ... pretension introduction material, 14 ... turnbuckle, 15 ... steel rod, 24 ... fixed point.

Claims (6)

A column that is erected so as to face the existing pillars of the building across the space, and the lower part is fixed to the foundation of the existing building via a bracket,
A member with an energy absorption mechanism arranged to be inclined toward the existing pillar from the position corresponding to each floor in the middle of each column;
A horizontal member for connecting the column and the housing in a substantially horizontal plane in the brace mounting portion of the column;
A building in a direction in which a vertical plane including the column and the existing column extends by arranging the member with the energy absorbing mechanism as a brace with respect to the shaft formed by the upper and lower sides of the horizontal member and the existing column and the column. Seismic reinforcement structure characterized by enhanced earthquake resistance.   The horizontal member consists of an axial force material that can withstand tension and compression that connects the column and the existing column facing it at the shortest distance, and braces attached to the existing beam on the left and right sides of the existing column facing the column. The seismic reinforcement structure according to claim 1, further comprising a pretension introduction material that connects the two parts.   The horizontal member includes an axial force member that can withstand tension and compression that connects the column and an existing column facing the column at the shortest distance, and a portion that is on the existing beam on the left or right of the existing column facing the column. The seismic reinforcement structure according to claim 1, further comprising an axial force member that can withstand tension and compression, and is fixed to the brace attachment portion.   The horizontal member includes two axial force members that can withstand tension and compression connecting two places existing on an existing beam and a brace mounting portion on the left and right of an existing column facing the column. 1. Seismic reinforcement structure described in 1.   The said member with an energy absorption mechanism is one response control structural material selected from the steel elastic-plastic damper, the lead damper, the friction damper, the oil damper, the viscous damper, and the viscoelastic damper. The earthquake-proof reinforcement structure as described in any one of Claims 4-5.   The seismic reinforcement structure according to claim 2, wherein the pre-tension introduction material is a steel rod with a turnbuckle interposed therebetween.