JP2006009557A - Aseismatic reinforcing device for building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing device for a building capable of stably absorbing load by an earthquake or the like and easily realizing expected improvement of earthquake resistance and easily assembled. <P>SOLUTION: The aseismatic reinforcing device installed at an opening formed by columns 1 and horizontal members 2, 12 laid between the columns 1, is provided with a mounting member 3 fixed to the column 1 or horizontal members 2, 12, a reinforcing member 4, and fasteners 5, 6. One member out of the mounting member and reinforcing member comprises a body member 7 and a load absorbing member 8. The body member has a fastener insertion elongate hole 9 long in a lateral direction, and the load absorbing member has a fastener insertion hole 10. The load absorbing member is fixed to the body member in a position above the fastener insertion holes and in a position below the fastener insertion holes. Lateral rigidity is set smaller than vertical rigidity between the upper position and the lower position, and plastic deformation occurs when receiving load exceeding yield strength. The other member has a fastener insertion hole 11, and the fasteners 5, 6 are longitudinally inserted through the fastener insertion hole 9 of the body member 7 of the one member, the fastener insertion hole 10 of the load absorbing member 8 of the one member, and the fastener insertion hole 11 of the other member to connect one member to the other member. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a seismic reinforcement device that is installed in an opening composed of a pillar and a horizontal member laid between the pillars to improve the earthquake resistance of the building.

  In order to prevent a building from rolling and collapsing due to an earthquake, typhoon, or the like, it is a common practice to improve the strength of the housing by attaching a reinforcing material such as a brace material or a face material to the housing opening. When bracing or face materials are attached, the rigidity of the wall is generally improved, but in the case of wooden construction, the joint strength between the frame and the foundation and the joint strength between the foundation and the foundation must be improved at the same time. Since there is a limit to improving the bonding strength, simply attaching a strong brace material or face material firmly may adversely affect the structural strength of the housing. Therefore, it is known that a damper capable of absorbing a load caused by an earthquake or the like is interposed in a mounting portion of the reinforcing material to the housing, thereby absorbing the energy of the earthquake and exerting a damping effect.

  For example, as described in Patent Document 1, when the bolts and nuts are fastened with the housing-side mounting plate sandwiched between the two mounting plates on the reinforcing material side, the bolt insertion holes of the housing-side mounting plate are long. There is a hole that is formed in the hole, and when a strong external force is applied due to an earthquake, the bolt moves in the long hole and slips between the two mounting plates. The frictional force at that time can absorb the energy of the earthquake. . In such a friction damper, since the magnitude of the load when slipping greatly depends on the tightening strength of the bolt, it is not easy to control the load to be constant. In addition, if the bolts, nuts, and the like that are tightening the mounting plate are loosened, the load at the start of sliding suddenly decreases, and the desired vibration control action cannot be exhibited.

With what was described in patent document 2, friction fillers, such as lead and a synthetic resin, were filled in the long hole in a friction damper, and with the friction filler when the axial part of a bolt moves in a long hole, A stable sliding load is obtained by the frictional resistance. However, with this configuration, it is not easy to fill the long hole with the friction filler, and the reinforcing member cannot be easily assembled.
JP 2000-248775 A Japanese Patent Laid-Open No. 3-66877

  SUMMARY OF THE INVENTION In view of the circumstances described above, the present invention aims to provide a seismic reinforcement device for a building that can stably absorb a load caused by an earthquake or the like, can easily realize the expected improvement in earthquake resistance, and can be easily assembled. And

  In order to achieve the above object, a seismic reinforcement device for a building according to the invention described in claim 1 is installed in an opening composed of a column and a horizontal member laid between the columns. It is provided with a mounting material fixed to the horizontal member, a reinforcing material, and a fixing tool, and one of the mounting material and the reinforcing material is provided with a load absorbing portion, and the load absorbing portion has a vertical rigidity. Is a part that undergoes plastic deformation when subjected to a load that differs from the rigidity in the left and right direction and exceeds the yield strength, and the fixture is to insert the other member and the load absorbing part in the front-rear direction and connect them together. It is characterized by. As the horizontal member for fixing the mounting material, a beam, a waistline, and a base can be considered. The load absorbing portion can be provided integrally with one member by providing a long hole or a notch, or a member formed separately from one member can be fixed to one member.

  The invention according to claim 2 is the invention according to claim 1, wherein the load absorbing portion is a member fixed to one member.

  A building seismic reinforcement device according to a third aspect of the present invention is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member; A reinforcing member and a fixing member, and one member of the mounting member and the reinforcing member is composed of a main body member and a load absorbing member, and the main body member has a long fixing tool insertion long hole in the left-right direction, The load absorbing member has a fixing tool insertion hole and is fixed to the main body member at a position above the fixing tool insertion hole and a position below the fixing tool insertion hole. The rigidity in the direction is set smaller than the rigidity in the vertical direction, and the plastic deformation occurs when a load exceeding the yield strength is received. The other member has a fixing tool insertion hole, and the fixing tool is one member. The fixing tool insertion long hole of the main body member and the fixing tool insertion of the load absorbing member of one member And a fastener insertion hole of the other member is inserted in the longitudinal direction, and characterized in that for connecting the one and the member and the other member.

  A seismic reinforcement device for a building according to a fourth aspect of the present invention is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member; A reinforcing member and a fixing member, and one member of the mounting member and the reinforcing member is composed of a main body member and a load absorbing member, and the main body member has a fixing tool insertion long hole that is long in the vertical direction, The load absorbing member has a fixing tool insertion hole and is fixed to the main body member at the left position from the fixing tool insertion hole and at the right position from the fixing tool insertion hole, and the vertical position is between the left position and the right position. The rigidity in the direction is set to be smaller than the rigidity in the left and right direction, and plastic deformation occurs when a load exceeding the yield strength is received. The other member has a fixing tool insertion hole, and the fixing tool is one member. The fixing tool insertion long hole of the main body member and the fixing tool insertion of the load absorbing member of one member And a fastener insertion hole of the other member is inserted in the longitudinal direction, and characterized in that for connecting the one member and the other member.

  The building seismic reinforcement device according to the invention described in claim 5 is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member. The reinforcing member and the fixing member are provided, and one member of the mounting member and the reinforcing member is composed of a main body portion and a load absorbing portion, and the main body portion has long slots in the vertical direction spaced apart in the left-right direction. The load absorption part is a part located between the long holes of the main body part, and has a fixing tool insertion hole, the lateral rigidity is set smaller than the vertical rigidity, and the yield strength is When the load exceeds the load, the other member has a fixing tool insertion hole, and the fixing tool includes a fixing tool insertion hole of the load absorbing portion of one member and a fixing tool insertion hole of the other member. Is inserted in the front-rear direction to connect one member to the other. .

  A seismic reinforcement device for a building according to the invention described in claim 6 is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member. A reinforcing member and a fixing member, and one member of the mounting member and the reinforcing member is composed of a main body part and a load absorbing part, and the main body part has long holes extending in the left-right direction and spaced apart in the vertical direction. The load absorption part is a part located between the long holes of the main body part and has a fixing tool insertion hole, the vertical rigidity is set smaller than the horizontal rigidity, and the yield strength is When the load exceeds the load, the other member has a fixing tool insertion hole, and the fixing tool includes a fixing tool insertion hole of the load absorbing portion of one member and a fixing tool insertion hole of the other member. Is inserted in the front-rear direction to connect one member to the other. .

  A seismic reinforcement device for a building according to the invention of claim 7 is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member; A reinforcing member and a fixing member, and one member of the mounting member and the reinforcing member is composed of a main body member and a load absorbing member, and the main body member has a long fixing tool insertion long hole in the vertical direction. There are two intervals, the load absorbing member has two fastener insertion holes spaced in the vertical direction, and the rigidity in the left-right direction is set smaller than the rigidity in the vertical direction between the fastener insertion holes The other member has two fixing tool insertion holes spaced in the vertical direction, and the fixing tool includes the fixing tool insertion long hole of the main body member of one member and the load absorbing member of the one member. Insert the fixture insertion hole and the fixture insertion hole of the other member in the front-rear direction, and absorb the load of one member The material and the other member are connected, and the intermediate position between the two fixing tool insertion holes of the load absorbing member of one member and the intermediate position between the two fixing tool insertion long holes of the main body member of one member The position is fixed, and when the load absorbing member receives a load exceeding the yield strength, it is plastically deformed.

  The building seismic retrofit apparatus according to the invention described in claim 8 is installed in an opening composed of a column and a horizontal member laid between the columns, and an attachment material fixed to the column or the horizontal member. A reinforcing member and a fixing member, and one member of the mounting member and the reinforcing member is composed of a main body member and a load absorbing member, and the main body member has a long fixing tool insertion long hole in the left-right direction. There are two intervals, the load absorbing member has two fixing tool insertion holes spaced in the left-right direction, and the vertical rigidity between the fixing tool insertion holes is set smaller than the left-right rigidity. The other member has two fixing tool insertion holes spaced in the left-right direction, and the fixing tool includes the fixing tool insertion long hole of the main body member of one member and the load absorbing member of the one member. Insert the fixture insertion hole and the fixture insertion hole of the other member in the front-rear direction, and absorb the load of one member The material and the other member are connected, and the intermediate position between the two fixing tool insertion holes of the load absorbing member of one member and the intermediate position between the two fixing tool insertion long holes of the main body member of one member The position is fixed, and when the load absorbing member receives a load exceeding the yield strength, it is plastically deformed.

  A seismic reinforcement device for a building according to the invention described in claim 9 is installed in an opening composed of a column and a horizontal member laid between the columns, and includes a mounting frame, a reinforcing frame, and a fixing tool. The mounting frame has a frame between the outer frame and the outer horizontal frame, and the outer frame is fixed to the pillar and the outer horizontal frame is fixed to the horizontal member. The reinforcing frame is the inner frame. And a holding frame that frames the inner horizontal frame, and a face material or brace material arranged in the holding frame, and arranged in the opening frame, and either one of the outer frame or the inner frame A load absorber is provided on either the frame or one of the outer horizontal frame and the inner horizontal frame. When the load absorber receives a load exceeding the yield strength, the vertical rigidity differs from the horizontal rigidity. It is a plastically deformed part, and the fixing tool is inserted through the load absorbing part and the other saddle frame or the other horizontal frame in the front-rear direction and connected to each other. Characterized in that it is a shall. The load absorbing portion can be implemented in all aspects described in claims 3 to 8.

  The invention according to claim 10 is the invention according to claim 9, characterized in that the load absorbing portion is a member fixed to one frame or one horizontal frame.

  The invention according to claim 11 is the invention according to claim 9, wherein the holding frame has its outer peripheral side portion inserted into the mounting frame, the mounting frame having a detachable side cover, It has a concealing part at the head or tip of the fixing tool and a tight part that is crimped to the side surface of the holding frame.

  The building seismic reinforcement apparatus according to the first aspect of the present invention transmits a force from a mounting member fixed to a column or a horizontal member to the reinforcing member via a load absorbing portion, and the load absorbing portion has a vertical rigidity and a left and right rigidity. The rigidity of the direction is different, and by receiving a load exceeding the yield strength in the weak direction, it can plastically deform and absorb the energy such as earthquakes, and can surely improve the earthquake resistance of the building. As described above, the seismic reinforcement device according to the present invention has a clear load transmission route and generates a predetermined plastic deformation in the load absorbing portion to absorb energy such as earthquakes. It is possible to improve as desired.

  When the member (load absorbing member) fixed to one member is used as the load absorbing portion as in the invention described in claim 2, the load or vibration can be obtained by replacing the load absorbing member with one having a different shape or material. Can be easily changed, and the load-deformation performance (rigidity, yield strength, deformation capacity) of the entire wall can be controlled.

The building seismic reinforcement apparatus according to the invention described in claim 3 transmits a force from the mounting member fixed to the column or the horizontal member to the reinforcing member via the load absorbing member, and the yield absorbing strength is given to the load absorbing member by an earthquake or the like. When an excessive load is applied, the load absorbing member is plastically deformed so as to bend in the left-right direction from the central portion to absorb energy such as an earthquake, and the earthquake resistance of the building can be reliably improved. In the invention according to claim 4, when a load exceeding the yield strength is applied to the load absorbing member due to an earthquake or the like, the load absorbing member is plastically deformed so as to bend in the vertical direction from the central portion and absorbs energy such as an earthquake. .
In addition, this seismic reinforcement device can easily change the load and vibration absorption performance by replacing the load absorbing member with a different shape and material, and the load-deformation performance (rigidity, yield strength, deformation of the entire wall) Ability).
The seismic reinforcement apparatus according to the present invention includes a mounting member and a reinforcing member in which one member is composed of a main body member and a load absorbing member, and the load absorbing member is fixed to the main body member. By inserting the fixing tool in the front-rear direction through the fixing tool insertion long hole, the fixing tool insertion hole of the load absorbing member of one member, and the fixing tool insertion hole of the other member, and connecting the one member and the other member Easy to assemble.

  The inventions according to claim 5 and claim 6 are formed by arranging long holes in the vertical direction or the left-right direction in one member of the mounting material and the reinforcing material, and the load absorption part is formed between the long holes. The load absorbing portion is plastically deformed when an earthquake occurs in the same manner as the load absorbing member described above, and absorbs energy such as an earthquake. The fifth aspect corresponds to the third aspect, and the sixth aspect corresponds to the fourth aspect. According to the present invention, since it is not necessary to manufacture and attach the load absorbing member separately from the main body member, the configuration is simpler. The performance can be adjusted by changing the size of the long holes and the interval between the long holes.

  According to a seventh aspect of the present invention, there is provided a seismic retrofit apparatus in which the position of the fixing member insertion hole of the load absorbing member and the position of fixing to the body member are interchanged with those of the third aspect. However, as in the case of claim 3, it is plastically deformed so as to bend in the left-right direction and absorbs energy such as earthquakes. As an effect, an effect similar to that of the third aspect is obtained.

  The seismic reinforcement apparatus according to the invention described in claim 8 is obtained by replacing the position of the fixing tool insertion hole of the load absorbing member and the position of fixing to the main body member with respect to that of claim 4, and the load absorbing member. However, as in the case of the fourth aspect, the plastic deformation is performed so as to bend in the vertical direction and the energy such as earthquake is absorbed. As an effect, an effect similar to that of the fourth aspect is obtained.

  According to the ninth aspect of the present invention, the building seismic strengthening device transmits force from the mounting frame fixed to the column and the horizontal member to the reinforcing frame via the load absorbing portion. The rigidity of the direction is different, and by receiving a load exceeding the yield strength in the weak direction, it can plastically deform and absorb the energy such as earthquakes, and can surely improve the earthquake resistance of the building. In addition, the building seismic reinforcement apparatus of the present invention, like the one described in claim 1, has a clear load transmission route and causes the plastics to absorb predetermined energy by causing a predetermined plastic deformation. Therefore, it is possible to improve the earthquake resistance of the building as designed by the designer. Furthermore, the building seismic strengthening device of the present invention has a mounting frame that is fixed to the housing opening and a reinforcing frame that is arranged in the opening frame, so that the appearance design is good and the holding frame of the reinforcing frame faces the holding frame. If glass is attached as a material, it will be a dead window.

  As described in claim 10, when a member (load absorbing member) fixed to one saddle frame or one horizontal frame is used as a load absorbing portion, the load absorbing member is replaced with one having a different shape or material. Thus, the load and vibration absorption performance can be easily changed, and the load-deformation performance (rigidity, yield strength, deformation capacity) of the entire wall can be controlled.

  According to the invention described in claim 11, since the fixing tool is concealed by the concealing portion of the side cover and is not exposed to the outside, the appearance design is further improved, and the tight portion of the side cover is pressed against the side surface of the holding frame. The dust and water do not enter the gap between the mounting frame and the holding frame.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show an embodiment of the seismic reinforcement apparatus of the present invention. As shown in FIG. 4, this seismic reinforcement device is installed in a frame opening formed by wooden building columns 1, 1, beams 2, and a base 12, and acts on the frame due to an earthquake or a typhoon. It resists the horizontal load P and suppresses the interlayer displacement δ generated in the frame, absorbs the load and exhibits a seismic control action, and improves the earthquake resistance of the building. In this seismic reinforcement device, left and right mounting members 3, 3 are respectively attached to mounting surfaces 3, 3 having substantially the same length as the columns with fixing members 13 such as nails and wood screws. In the meantime, four reinforcing members 4 are vertically arranged and attached. Each reinforcing member 4 has four corners around it connected to the attachment member 3 with fixing tools (bolts 5 and nuts 6).

  The attachment member 3 includes a main body member 7 and a load absorbing member 8, and the main body member 7 projects from the contact portion 14 to the pillar 1 and the contact portion 14 as shown in FIGS. 2 and 3. The reinforcing material attaching part 15 is formed in a substantially T-shaped cross section, and the reinforcing material attaching part 15 is hollow. As shown in FIG. 1, a fixing tool insertion long hole 9 is formed in the shape of a long hole in the left-right direction at a portion of the reinforcing material mounting portion 15 where the reinforcing material 4 is connected by bolts and nuts 5 and 6, respectively. The load absorbing member 8 having a vertically long plate shape is accommodated so as to straddle the upper and lower portions of the fixing tool insertion long hole 9, and the upper and lower ends thereof are fixed to the main body member 7 with screws 16. The load absorbing member 8 is formed of a ductile material such as aluminum, and as shown in FIG. 6, a fixing tool insertion hole 10 is formed at the center. On both the left and right sides of the load absorbing member 8, clearances 17 are provided between the load absorbing member 8 and the reinforcing member mounting portion 15 so that the load absorbing member 8 can be bent and deformed.

  The reinforcing material 4 is composed of a face material 18 and frame materials 19 provided at the edges on both sides of the face material 18. The face material 18 is made of an aluminum casting, and has a large number of oblique bars inside a rectangular frame. The frame member 19 has a groove portion 20 and a face material attachment portion 21 which are fitted to the reinforcing material attachment portion 15 of the attachment material, and as shown in FIG. Fixing tool insertion holes 11 and 22 are formed. A fixing member insertion hole 23 is also formed in the face material 18. The procedure for attaching the reinforcing member 4 to the attachment member 3 is as follows. First, the frame member 19 is fitted with the groove portion 20 into the reinforcing member attachment portion 15 of the attachment member, and the fixing member insertion hole 11 of the groove portion and the fixing member of the attachment member are attached. The shaft portion of the bolt 5 is passed through the insertion long hole 9 and the fixing member insertion hole 10 of the load absorbing member, and the nut 6 is screwed and tightened to the tip to be fixed to the attachment member 3. The face material 18 is attached to the attachment portion 21 with bolts and nuts 24.

  This seismic reinforcement device is configured as described above, and when a horizontal load P acts on the beam 2 due to an earthquake, the load is transmitted from the mounting material 3 to the face material 18 via the load absorbing member 8, and the rigidity of the face material 18 Suppress deformation of the housing. When a load exceeding the allowable proof stress is applied to the apparatus, the load absorbing member 8 is long in shape and easily bent and deformed in the left-right direction. Therefore, the load absorbing member 8 yields before the face member 18 is damaged. It is plastically deformed, thereby absorbing the vibration energy caused by the earthquake and exerting its damping effect. More specifically, FIG. 5 shows a case where a rightward horizontal load P is applied to the beam 2. At this time, the horizontal force indicated by the dotted arrow in FIG. As a reaction against the vertical force, the load absorbing member 8 receives a horizontal force and a vertical force indicated by a solid line arrow in FIG. 5A from the bolt 5 inserted through the fixing tool insertion hole 10. The load absorbing member 8 has a vertically long shape and upper and lower ends fixed to the main body member 7. The rigidity in the left-right direction is set to be smaller than the rigidity in the vertical direction. Therefore, when the horizontal force received from the bolt 5 exceeds the yield strength, the load absorbing member 8 moves rightward or leftward from the center as shown in FIG. 5 (b). It absorbs the load by plastic deformation so that it bends in a square shape. In this way, the present seismic reinforcement device absorbs energy such as earthquakes by causing predetermined plastic deformation in the load absorbing member 8 and can function accurately according to the magnitude of the load. Further, by changing the shape (length, width, plate thickness, etc.) and material of the load absorbing member 8, the load-deformation performance (rigidity, yield strength, deformation capacity) of the entire wall can be controlled. For example, when the load absorbing member 8 is replaced with one having a small lateral width, the load absorbing member 8 is more easily deformed and can absorb vibration energy in response to a smaller earthquake shake. The load absorbing member 8 and the fixing member do not necessarily have to be provided at all four corners of the reinforcing member 4, but are provided only at two corners of the reinforcing member 4 at diagonal positions or at three corners. May be.

  As shown in FIG. 7, the main body member 7 is formed with a vertical insertion hole 9 as shown in FIG. 7, and the load absorbing member 8 is accommodated in a horizontally long posture in the hollow portion of the main body member 7. The long hole 9 may be fixed to the main body member 7 at the right and left positions. In this case, the load absorbing member 8 is horizontally long, the left-right direction rigidity is set smaller than the vertical direction rigidity, and the bolt 5 can move within the vertically long fixing tool insertion long hole 9 of the main body member. As shown in FIGS. 8 (a) and 8 (b), the vertical force received from the bolt 5 plastically deforms so as to bend upward or downward as shown in FIG. 8 (b) to absorb the load. When the performance is compared between the case of FIG. 5 and the case of FIG. 8, the deformation amount of the load absorbing member 8 when the same amount of interlayer displacement δ occurs in the housing is as follows. Since it becomes larger when it is vertically long and plastically deformed in the left-right direction, it is advantageous because it has high vibration control performance.

  FIG. 10 shows another embodiment of the seismic reinforcement apparatus according to the present invention, in which attachment members 3 are respectively attached to opposite sides of the beam 2 and the base 12, and one is placed between the upper and lower attachment members 3, 3. A longitudinally long reinforcing member 4 is attached. As shown in FIG. 11, the main body member 7 of the attachment member 3 is provided with the fixing tool insertion long holes 9 in the vertical direction, and the load absorbing member 8 is accommodated in the hollow portion of the main body member 7 in a horizontally long posture. The load absorbing member 8 is fixed to the main body member 7 with screws 16 at the right and left positions of the fixing tool insertion long hole 9. FIG. 12A shows the horizontal force and vertical force applied to the face member 18 and the load absorbing member 8 when a rightward horizontal load P is applied to the beam 2 due to an earthquake or the like. The load absorbing member 8 is in the vertical direction. Since the rigidity of the bolt is smaller than that in the left-right direction, the vertical force received from the bolt 5 plastically deforms to bend in the up-down direction as shown in FIG.

  Also in this embodiment, the fixing member insertion long hole 9 is provided in the main body member 7 of the attachment member 3 in the left-right direction, and the load absorbing member 8 is accommodated in the hollow portion of the main body member 7 in a vertically long posture. The load absorbing member 8 may be fixed to the main body member 7 with screws at the upper and lower positions of 9. In this case, since the rigidity in the left-right direction is smaller than that in the up-down direction, the load absorbing member 8 is plastically deformed so as to bend in the left-right direction by the horizontal force received from the bolt 5, as shown in FIG. Absorb. However, when the shape of the face material 18 is vertically long as described above, the deformation amount of the load absorbing member 8 when the same amount of interlayer displacement δ occurs in the housing is as shown in FIG. When the is horizontally long and is plastically deformed in the vertical direction, it becomes larger, and this is advantageous in that the vibration control performance is high.

  FIG. 16 shows another embodiment of the seismic reinforcement apparatus of the present invention. Here, instead of attaching the load absorbing member 8 to the attachment member 3 fixed to the pillar 1, two long holes 29 that are long in the vertical direction are formed in the body portion 28 of the attachment member 3 at intervals in the left-right direction. A space between the long holes 29 is used as a load absorbing portion 30, a fixing tool insertion hole 31 is formed at the center of the load absorbing portion 30, and the fixing tool insertion hole 11 formed in the frame member 19 of the reinforcing member 4 as shown in FIG. The bolt 5 is passed through the fixing tool insertion hole 31 formed in the load absorbing portion 30, the nut 6 is screwed to the tip of the bolt and tightened, and the attachment member 3 and the reinforcing member 4 are connected. According to the present embodiment, when an earthquake occurs and a load exceeding the yield strength is applied to the load absorbing portion 30, the load absorbing portion 30 is moved from the center portion in the same manner as the load absorbing member 8 of FIGS. 1 and 5. Plastically deforms so that it bends in the left-right direction, and absorbs vibration energy from earthquakes. According to this configuration, it is not necessary to separately manufacture the load absorbing member 8 and attach it to the attachment member 3, and it is only necessary to process the long hole 29 and the fixing tool insertion hole 31 in the attachment member 3, thereby reducing the production cost. it can. By changing the distance between the long holes 29 and the length of the long holes 29, the load and vibration absorption performance of the load absorbing portion 30 can be changed.

  FIG. 17 shows a configuration example of the load absorbing portion 30 corresponding to the embodiment shown in FIGS. 11 and 12. Here, instead of attaching the load absorbing member 8 to the attachment member 3 fixed to the beam 2, two elongated holes 32 are formed in the body portion 28 of the attachment member 3 in the left-right direction at intervals in the up-down direction. A space between the long holes 32 serves as a load absorbing portion 30. When an earthquake occurs, the load absorbing portion 30 is plastically deformed so as to bend in the vertical direction from the central portion in the same manner as the load absorbing member 8 in FIGS. 11 and 12, and absorbs the load and vibration energy due to the earthquake.

  FIG. 9 shows another embodiment of the seismic reinforcement apparatus according to the present invention, in which a brace material 25 crossed in an X shape is used as the reinforcing material 4 instead of the face material 18. The reinforcing material 4 using the face material 18 and the reinforcing material 4 using the brace material 25 may be combined vertically. FIG. 14 (a) shows the accommodation of the seismic reinforcement device of the present invention in the case with the hanging wall 26. As shown in FIG. 14B, the seismic reinforcement apparatus of the present invention can be installed in parallel.

  Furthermore, the seismic reinforcement apparatus of this invention can also provide the load absorption member 8 and the load absorption part 30 in the reinforcement 4 side. FIG. 15 shows an embodiment in that case, a hollow portion is provided in the frame member 19 of the reinforcing member 4, the fixing tool insertion long hole 9 is formed in the frame member 19, and the load absorbing member 8 is accommodated in the hollow portion. The load absorbing member 8 is fixed to the frame member 19 with screws on both sides of the long hole, and the load absorbing member is bent and deformed by the force received from the bolt 5. In addition, the load absorbing member 8 is not limited to those provided separately for each connection portion of the reinforcing member 4 with the attachment member 3, but has a shape bridged to a plurality of connection portions as shown in FIG. You can also When the load absorbing member 8 is used, the fixing tool insertion long hole 9 provided in the main body member of one member may be formed in a notch shape.

  FIGS. 20 and 21 are modifications of the embodiment shown in FIGS. 1 to 4, and are obtained by changing the way of providing the load absorbing member 8. The load absorbing member 8 is made of an aluminum plate, has a fixing tool insertion hole 10 at the upper end portion and the lower end portion, is accommodated in a groove portion 33 formed in the frame member 19 of the reinforcing member 4, and has a central portion with a screw 16. It is fixed to the frame member 19. The frame member 19 is formed with two notch-like fixing tool insertion long holes 9 that are long in the left-right direction and spaced apart in the vertical direction at the site where the load absorbing member 8 is attached. The attachment material 3 has a groove portion 34 for inserting the frame material 19, and is formed with two fixing tool insertion holes 11 at intervals in the vertical direction at positions corresponding to the fixing tool insertion holes 10 of the load absorbing member. is there. Then, the shaft portions of the two bolts 5 are respectively inserted into the fixing member insertion hole 11 of the attachment member, the fixing member insertion long hole 9 of the frame member 19, and the fixing member insertion hole 10 of the load absorbing member, and a nut is inserted at the tip of the bolt. The frame member 19 is connected to the attachment member 3 by screwing and tightening 6. When a horizontal load due to an earthquake acts on the seismic reinforcement device, the load is transmitted from the mounting member 3 to the reinforcing member 4 via the load absorbing member 8, and the load absorbing member 8 is fixed to the frame member 19 at the center, and the upper and lower ends. Since the load is received from the bolt 5 in the left-right direction, the load absorbing member 8 is plastically deformed so as to be bent in the shape of a letter like FIG. Is demonstrated. As shown in FIG. 7, the load absorbing member 8 can be provided in a horizontally long posture.

  FIG. 22 is a modification of the embodiment shown in FIGS. 10 and 11, in which the method of providing the load absorbing member 8 is changed. The load absorbing member 8 is accommodated in the groove portion of the frame member 19 in a horizontally long posture as in the above-described embodiment, and the central portion is fixed to the frame member 19 with screws 16. The load absorbing member 8 has fixing tool insertion holes 10 at both left and right ends, and correspondingly, the frame member 19 is formed with two fixing tool insertion long holes 9 that are long in the vertical direction and spaced in the horizontal direction. The fixing member 3 fixed to the beam 2 is formed with two fixing tool insertion holes at intervals in the left-right direction. When a horizontal load due to an earthquake acts on the seismic reinforcement device, the load is transmitted from the mounting member 3 to the reinforcing member 4 through the load absorbing member 8, and the center of the load absorbing member 8 is fixed to the frame member 19. Since the load is received from the bolt 5 in the vertical direction, the load absorbing member 8 is plastically deformed in a U shape like FIG. 12B and absorbs the energy of the earthquake vibration to exert the damping action. The As shown in FIG. 13, the load absorbing member 8 can be provided in a vertically long posture.

  FIG. 23 to FIG. 27 show an embodiment in which the present invention is applied to a fitting window installed in a housing opening. An attachment frame 38 formed by a framework of an outer frame frame 36 and an outer horizontal frame 37 is fixedly provided at the frame opening portion composed of the left and right pillars 1, the lintels 35 and the base 12. A reinforcing frame 43 holding a glass 42 is disposed in a holding frame 41 formed by framing an inner frame 39 and an inner horizontal frame 40 in the frame, and the mounting frame 38 and the holding frame 41 are arranged in four places, top, bottom, left and right. Are connected via a load absorbing member 8.

  As shown in FIG. 24, the outer horizontal frame 37 is fixed to the outer side of the lintel 35 and the base 12 with a nail 44, and has a fitting insertion groove 45 that opens toward the inner peripheral side. The inner horizontal frame 40 of the holding frame 41 is swallowed into the fitting groove portion. Mounting rails 47 for the side cover 46 are respectively formed on the outdoor side and the indoor side of the fitting groove 45, and the side cover 46 is detachably attached by engaging with the mounting rail 47. The side cover 46 includes a concealing portion 48 that conceals the bolt 5 and the nut 6 that connect the attachment frame 38 and the holding frame 41, and a tight portion 49 that is crimped to the side surface of the inner lateral frame 40. As shown in FIG. 25, the outer frame 36 is fixed to the outdoor side of the pillar 1 with a nail 44, has an upright wall 50 on the outdoor side, and has a pressing edge 51 attached to the indoor side. The inner collar frame 39 of the holding frame 41 is sandwiched between the pressing edge 51. The standing wall 50 and the pressing edge 51 are provided with a tight portion 49 that is crimped to the side surface of the inner collar frame 39.

  The inner horizontal frame 40 has a hollow portion 52 as shown in FIG. 24, and a lower surface or an upper surface of the hollow portion is cut off at both left and right ends, and a load absorbing member is formed in the hollow portion 52 as shown in FIG. 8 is housed in a landscape orientation. The load absorbing member 8 is made of aluminum, has two fixing tool insertion holes 10 at both left and right end portions, and the central portion is fixed to the inner horizontal frame 40 with screws 16 as shown in FIG. It is. As shown in FIG. 26, the inner horizontal frame 40 is formed with two fixing tool insertion long holes 9 that are long in the vertical direction and spaced in the left-right direction, and the outer horizontal frame 37 is fixed to the fitting groove 45. Two tool insertion holes 11 are formed at intervals in the left-right direction. Then, as shown in FIG. 27A, the bolt 5 is inserted through the fixing tool insertion hole 11 of the outer horizontal frame 37, the fixing tool insertion long hole 9 of the inner horizontal frame 40, and the fixing tool insertion hole 10 of the load absorbing member 8. The outer horizontal frame 37 and the inner horizontal frame 40 are connected by tightening the nut 6 screwed into the bolt 5.

  When a horizontal load due to an earthquake acts on the housing, the load is transmitted from the mounting frame 38 to the holding frame 41 of the reinforcing frame via the load absorbing member 8, and the center of the load absorbing member 8 is fixed to the inner horizontal frame 40. Since both the left and right ends receive a load in the vertical direction from the bolt 5, when the load exceeds the yield strength, the load absorbing member 8 is plastically deformed into a "<" shape as shown in FIG. Absorbs vibration energy and exerts seismic control. As shown in FIG. 11, the load absorbing member 8 may have left and right ends fixed to the inner horizontal frame 40 and a single bolt 5 disposed in the center.

  28 and 29 show an embodiment in which the load absorbing member 8 is accommodated in the outer lateral frame 37 and provided. In this embodiment, the fitting groove portion 45 of the outer horizontal frame 37 is fitted inside the outer peripheral portion of the inner horizontal frame 40, the load absorbing member 8 is accommodated in the fitting groove portion 45, and is fixed by screws 16. Further, the fixing tool insertion long hole 9 is provided in the fitting insertion groove portion 45 of the outer horizontal frame, and the fixing tool insertion hole 11 is provided in the inner horizontal frame 40. The method of deforming the load absorbing member 8 is the same as in the above embodiment.

  Also in the embodiment of the fitting window described above, the load absorbing member 8 can be provided on the outer casing frame 36 or the inner casing frame 39 in the form as shown in FIGS. Further, the separate load absorbing member 8 is not attached to the outer horizontal frame 37 or the inner horizontal frame 40, the outer flange frame 36 or the inner flange frame 39, but as shown in FIGS. Alternatively, the load absorbing portion 30 can be integrally provided on the inner lateral frame 40, the outer collar frame 36, or the inner collar frame 39. The holding frame 41 may hold a surface material other than glass, or a brace material may be attached to the holding frame 41.

  The present invention is not limited to the embodiments described above, and for example, the shape and material of the attachment material, the reinforcing material, and the load absorbing member can be changed as appropriate. Further, in the present invention, the long hole includes a long notch, and the fixing tool insertion long hole may have either a shape as shown in FIG. 1 or a shape as shown in FIG. The fixing tool is not limited to bolts and nuts, and may be rivets or the like.

It is a front view which expands and shows a part of seismic reinforcement apparatus of this invention. It is AA sectional drawing in FIG. It is BB sectional drawing in FIG. It is a front view of the whole seismic reinforcement apparatus of this invention. (A) The figure shows the direction of the force added to a face material and a load absorption member by the horizontal load by an earthquake, (b) The figure has shown the mode of deformation | transformation of the load absorption member at that time. It is a front view which decomposes | disassembles and shows the same part as FIG. It is an enlarged front view which shows the other example of how to provide a load absorption member. (A) The figure shows the direction of the force applied to the face material and the load absorbing member by the horizontal load caused by the earthquake when the load absorbing member is provided in the state of FIG. 7, and (b) the figure shows the load absorption at that time. The mode of deformation of the member is shown. It is a whole front view which shows another embodiment of the seismic reinforcement apparatus of this invention. It is a whole front view which shows another embodiment of the seismic reinforcement apparatus of this invention. It is a front view which expands and shows a part of seismic reinforcement apparatus which concerns on embodiment of FIG. (A) The figure shows the direction of the force applied to the face material and the load absorbing member when a horizontal load is applied to the seismic reinforcement device of the embodiment of FIG. 10, and (b) the figure shows the load at that time. The mode of a deformation | transformation of an absorption member is shown. (A) A figure shows direction of the force added to a face material and a reinforcing material at the time of an earthquake when changing how to provide a load absorbing member in the embodiment of FIG. 10, (b) Figure shows the load absorbing member at that time The state of deformation is shown. It is the whole front view which shows other embodiment of the earthquake-proof reinforcement apparatus of this invention, Comprising: (a) is stored in case with a drooping wall, (b) has shown the case where it installs in parallel. It is a cross-sectional view which shows other embodiment of the seismic reinforcement apparatus of this invention. It is the front view which expanded a part which shows other embodiment of the seismic reinforcement apparatus of this invention. It is the front view which expanded a part which shows other embodiment of the seismic reinforcement apparatus of this invention. It is CC sectional drawing in FIG. It is a front view which shows the other example of installation of a load absorption member. It is a front view which shows other embodiment of the earthquake-proof reinforcement apparatus of this invention. (A) is AA sectional drawing in FIG. 20, (b) is BB sectional drawing in FIG. It is a front view which shows other embodiment of the earthquake-proof reinforcement apparatus of this invention. It is a front view which shows other embodiment of the earthquake-proof reinforcement apparatus of this invention. It is AA sectional drawing in FIG. It is BB sectional drawing in FIG. It is a figure which expands and shows the periphery of the load absorption member of FIG. (A) is AA sectional drawing in FIG. 26, (b) is BB sectional drawing in FIG. It is a modification of embodiment of FIG. 23, Comprising: It is an enlarged view of the periphery of a load absorption member in the case of providing a load absorption member in an outer horizontal frame. (A) is AA sectional drawing in FIG. 28, (b) is BB sectional drawing in FIG.

Explanation of symbols

1 Pillar 2 Beam (Horizontal material)
3 Mounting material 4 Reinforcing material 5 Bolt, 6 Nut (fixing tool)
7 Body member 8 Load absorbing member 9 Fastener insertion long hole 10, 11 Fastener insertion hole 12 Base (horizontal material)
29, 32 Long hole 30 Load absorbing part 31 Fixing tool insertion hole 35 Linings (horizontal material)
36 outer frame 37 outer horizontal frame 38 mounting frame 39 inner frame 40 inner horizontal frame 41 holding frame 42 glass (face material)
43 Reinforcement frame 46 Side cover 48 Concealing part 49 Tight part

Claims (11)

  It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One of the reinforcing members is provided with a load absorbing portion, and the load absorbing portion is a portion that is different in rigidity in the vertical direction and in the horizontal direction and undergoes plastic deformation when subjected to a load exceeding the yield strength. The seismic reinforcement device for a building is characterized in that the fixing tool inserts the other member and the load absorbing portion in the front-rear direction to connect the two members.   2. The building seismic reinforcement apparatus according to claim 1, wherein the load absorbing portion is a member fixed to one member.   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One member of the reinforcing member is composed of a main body member and a load absorbing member, the main body member has a fixing tool insertion long hole that is long in the left-right direction, and the load absorbing member has a fixing tool insertion hole and the fixing tool. It is fixed to the main body member at a position above the insertion hole and below the fixing tool insertion hole, and the rigidity in the left-right direction is set smaller than the rigidity in the vertical direction between the upper position and the lower position. Yes, it will be plastically deformed when it receives a load exceeding the yield strength, the other member has a fastener insertion hole, and the fixture has a fixing member insertion long hole in the body member of one member and one of the members. Insert the fixing tool insertion hole of the load absorbing member and the fixing tool insertion hole of the other member in the front-rear direction. , Seismic reinforcement device of a building, characterized in that it is intended to connect the one member and the other member.   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One member of the reinforcing member is composed of a main body member and a load absorbing member, the main body member has a vertically long fixing tool insertion hole, the load absorbing member has a fixing tool insertion hole, and the fixing tool. It is fixed to the main body member at the left position from the insertion hole and at the right position from the fixing tool insertion hole, and the vertical rigidity is set smaller than the horizontal rigidity between the left position and the right position. Yes, it will be plastically deformed when it receives a load exceeding the yield strength, the other member has a fastener insertion hole, and the fixture has a fixing member insertion long hole in the body member of one member and one of the members. Insert the fixing tool insertion hole of the load absorbing member and the fixing tool insertion hole of the other member in the front-rear direction. , Seismic reinforcement device of a building, characterized in that it is intended to connect the one member and the other member.   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One member of the reinforcing material is composed of a main body portion and a load absorbing portion, and the main body portion has long holes in the vertical direction spaced apart in the left-right direction, and the load absorbing portion is the length of the main body portion. It is a part located between the holes and has a fixing tool insertion hole, the rigidity in the left-right direction is set smaller than the rigidity in the up-down direction, and undergoes plastic deformation when subjected to a load exceeding the yield strength. The member has a fixing tool insertion hole, and the fixing tool is inserted through the fixing tool insertion hole of the load absorbing portion of one member and the fixing tool insertion hole of the other member in the front-rear direction, and the one member and the other member Seismic reinforcement device for buildings, characterized in that   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One member of the reinforcing member is composed of a main body portion and a load absorbing portion, and the main body portion has long holes in the left-right direction spaced apart in the vertical direction, and the load absorbing portion is the length of the main body portion. It is a part located between the holes and has a fixing tool insertion hole, and the vertical rigidity is set smaller than the horizontal rigidity, and the plastic deformation occurs when receiving a load exceeding the yield strength. The member has a fixing tool insertion hole, and the fixing tool is inserted through the fixing tool insertion hole of the load absorbing portion of one member and the fixing tool insertion hole of the other member in the front-rear direction, and the one member and the other member Seismic reinforcement device for buildings, characterized in that   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One of the reinforcing members is composed of a main body member and a load absorbing member, and the main body member has two fixing tool insertion long holes extending in the left-right direction at intervals in the vertical direction, and the load absorbing member is fixed. There are two tool insertion holes spaced in the vertical direction, and the rigidity in the left-right direction is set smaller than the rigidity in the vertical direction between the fixing tool insertion holes, and the other member has the fixing tool insertion holes vertically Two fixing members are provided at intervals in the direction, and the fixing tool includes a fixing tool insertion long hole of the main body member of one member, a fixing tool insertion hole of the load absorbing member of one member, and a fixing tool insertion hole of the other member. Is inserted in the front-rear direction, and the load absorbing member of one member and the other member are connected to each other. The intermediate position between the two fixing tool insertion holes of the load absorbing member and the intermediate position between the two fixing tool insertion long holes of the main body member of one member are fixed, and the load absorbing member has a yield strength. A seismic reinforcement device for buildings, which undergoes plastic deformation when subjected to excessive loads.   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes an attachment member that is fixed to the pillar or the transverse member, a reinforcing member, and a fixing tool. One member of the reinforcing member is composed of a main body member and a load absorbing member, and the main body member has two fixing tool insertion long holes that are long in the vertical direction and spaced in the horizontal direction, and the load absorbing member is fixed. There are two tool insertion holes spaced in the left-right direction, and between the fixing tool insertion holes, the vertical rigidity is set smaller than the left-right rigidity, and the other member has the fixing tool insertion holes left and right. Two fixing members are provided at intervals in the direction, and the fixing tool includes a fixing tool insertion long hole of the main body member of one member, a fixing tool insertion hole of the load absorbing member of one member, and a fixing tool insertion hole of the other member. Is inserted in the front-rear direction, and the load absorbing member of one member and the other member are connected to each other. The intermediate position between the two fixing tool insertion holes of the load absorbing member and the intermediate position between the two fixing tool insertion long holes of the main body member of one member are fixed, and the load absorbing member has a yield strength. A seismic reinforcement device for buildings, which undergoes plastic deformation when subjected to excessive loads.   It is installed in an opening composed of a pillar and a horizontal member laid between the pillars, and includes a mounting frame, a reinforcing frame, and a fixing tool. The mounting frame includes an outer frame and an outer horizontal frame. The outer frame is fixed to the pillar and the outer horizontal frame is fixed to the horizontal frame, and the reinforcing frame is placed in the holding frame and the holding frame which are the inner frame and inner horizontal frame. It has a face material or a brace material to be arranged and is arranged in the opening frame, and either one of the outer frame or the inner frame or one of the outer frame and the inner horizontal frame A load absorber is provided in the horizontal frame, and the load absorber is a portion that is different in rigidity in the vertical direction and in the horizontal direction and undergoes plastic deformation when subjected to a load exceeding the yield strength. And the other side frame or the other side frame are inserted in the front-rear direction and connected to each other. .   10. The building seismic reinforcement apparatus according to claim 9, wherein the load absorbing portion is a member fixed to one frame or one horizontal frame. The holding frame has its outer peripheral portion inserted in the mounting frame. The mounting frame has a detachable side cover, and the side cover has a concealed portion at the head or tip of the fixing tool, and the holding frame. The building seismic reinforcement apparatus according to claim 9 or 10, further comprising a tight portion that is crimped to the side surface.

Images