JP2010196364A - Earthquake resisting wall - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To cause wall components to slide and to consequently run on during interlayer deformation of an earthquake resisting wall that bears shearing force in an earthquake utilizing the relative movement of the wall components such as concrete blocks arranged in a column-beam frame in a vertically adjacent manner, for instance. <P>SOLUTION: A plurality of wall components 2 (6) are arranged in a height direction inside a frame 5 consisting of columns 3 and beams 4, to construct the earthquake resisting wall 1 in a state of restricting the wall components 2 (6) in the height direction from the frame 5. The wall component 2 (6) has a plurality of pairs of upper faces 21 (61) and lower faces 22 (62) forming vertical pairs, and is shaped such that, when interlayer deformation occurs to the frame 5, one of the upper faces 21 (61) receives force in the moving direction of an upper beam 41 from the beam 41 constituting the frame 5 and one of the lower faces 22 (62) exerts force balanced with the force received from the upper beam 41, to the lower beam 42 constituting the frame 5. At least one of the upper face 21 (61) and lower face 22 (62) is formed as a projecting face. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention relates to a seismic wall that is arranged in a frame of columns and beams and bears a shearing force during an earthquake by using relative movement of wall constituent materials such as concrete blocks adjacent vertically.

  For example, a seismic wall constructed by laying concrete blocks is to stack a plurality of concrete blocks in the horizontal and height directions in the space in the column / beam frame and restrain the entire concrete block from the surrounding frames. As a result, the shear resistance against the horizontal force is secured.

  The concrete block has a solid cross section and a hollow cross section. In the case of a hollow cross section, the seismic wall is completed by filling the interior with concrete, so the concrete blocks are stacked and the reinforcing bars are placed alternately. There is a problem that workability is reduced. In particular, when an existing structure is seismically reinforced, the existing beam obstructs the bar arrangement, and thus a device such as a halved concrete block is required (see Patent Document 1).

  If a concrete block with a solid cross section is used, reinforcing bars cannot be placed inside, so a restraining material that restrains the concrete blocks adjacent to each other in place of the reinforcing bars should be placed outside the concrete block. (Refer to Patent Document 2). In Patent Document 2, in order to increase the shear resistance of the seismic wall, the side surface of the concrete block has a drum shape, and the concrete block exhibits a wedge effect.

  In Patent Document 2, when any concrete block tries to move relative to the concrete block vertically adjacent to it in the length direction (width direction of the earthquake-resistant wall), it tries to widen the concrete block vertically adjacent to it. Apply force. At this time, the concrete block receives a reaction force that restrains movement from the upper and lower concrete blocks, thereby securing a resistance to the shearing force acting on the earthquake-resistant wall (the right column, line 10 to page 10 of the official gazette, page 4). Lower left column, first line).

JP 2000-257189 A (Claim 1, paragraphs 0009 to 0012, 0017 to 0036, FIGS. 2 and 4) JP-A-54-52828 (Claim 1, page 2, lower right column, line 8 to page 3, upper right column, line 10, FIG. 1, FIG. 3)

  However, the seismic wall made up of a large number of concrete blocks is constrained from the frame of the surrounding pillars and beams, so that when the seismic wall bears a horizontal force, it will shear from the surrounding frame. Forced. As a result, as shown in FIG. 15, the concrete block located on the upper side relatively moves upward, and the concrete block located on the lower side is dragged by the upper concrete block and moved in the same direction. try to.

  At the time of FIG. 15, the concrete block which adjoins the upper end near the moving side and receives a force facing the moving side from the lower surface of the concrete block to be moved, and the lower adjacent concrete block. The reaction force in the opposite direction to the moving side is received from the upper surface of the. Each reaction force is divided into a component parallel to and perpendicular to the upper and lower surfaces of the concrete block located in the middle of the height direction.

  Focusing on the concrete block indicated by the symbol a located in the middle of FIG. 15, the concrete block of A receives a force directed from the upper concrete block toward the moving side on the upper surface of the moving side indicated by an arrow, and at the lower end of the moving side. Receives reverse reaction force from lower concrete block. The concrete block of B is also subjected to a force directed to the moving side from the upper concrete block at the upper end on the opposite side of the movement, and receives a counter reaction force from the lower concrete block on the lower surface of the moving side.

  On the moving side, the concrete block of A receives force on the upper surface (surface) from the upper concrete block, but receives reaction force on the lower concrete block with a line (point when viewed from the side). The degree of stress in the part that receives the reaction force from the concrete block becomes infinite.

  For this reason, the part which receives the reaction force is damaged, and the situation shown in FIG. 15 cannot actually be reached, and it is considered that the concrete block of A cannot ride on the lower concrete block. The same can be said for the other side of the movement. On the other side of the movement of the concrete block, the lower concrete block can receive a reaction force on the lower surface (surface), but the upper concrete block exerts a force with a line. Receive.

  As a result, the concrete block of A is likely to be damaged at the lower end of the moving side and the upper end of the opposite side of the movement, and as a result, the concrete block of A tries to rotate clockwise (clockwise) and from the upper concrete block Shear force cannot be transmitted to the lower concrete block.

  In addition, if the force received by the upper surface of the concrete block on the moving side and the reaction force received by the lower surface on the opposite side of the movement are divided into a component parallel to each surface and a component perpendicular to each surface, the vertical component does not pass through the central part. Since the directions are opposite to each other, a shearing force is applied to the concrete block. The parallel components are opposite to each other and act on both sides with respect to the center in the length direction indicated by the alternate long and short dash line, so that a tensile force acts on both sides of the center of the concrete block. Since the concrete block has an hourglass shape with a small cross-sectional area at the center portion in the length direction, the center portion tends to become a weak point due to a tensile force acting in the length direction.

  In view of the above background, the present invention proposes a seismic wall in a form that enables a block (wall constituent material) that cannot be realized by the concrete block of Patent Document 2 to be mounted.

The earthquake-resistant wall according to claim 1 is constructed in a state in which a plurality of wall constituent materials are arranged in a height direction in a frame composed of columns and beams, and the wall constituent materials are constrained in the height direction from the frame,
The wall constituent material has a plurality of pairs of upper and lower surfaces which are paired vertically, and when the frame undergoes interlayer deformation, any one of the upper surfaces is formed from the upper beam constituting the frame. A force is applied to the direction of movement, and one of the lower surfaces is shaped to exert a force that balances the force received from the upper beam on the lower beam constituting the frame, and at least one of the upper surface and the lower surface One of the components is a convex surface.

  Either upper surface of the wall component is directly or indirectly subjected to the relative movement direction from the upper beam depending on the position of the wall component, and either lower surface is in the same direction as the upper beam In addition, it exerts a force directly or indirectly on the lower beam. For example, a wall component disposed in contact with the upper beam receives a force directly from the upper beam, and a wall component positioned below the wall component indirectly receives a force from the upper beam. Further, the wall constituent member arranged in contact with the lower beam directly exerts a force on the lower beam, and the wall constituent member positioned above it indirectly exerts a force on the lower beam. The upper surface of the wall component receives a force from the upper beam at the surface, and the lower surface exerts a force on the lower beam at the surface.

  At the time of interlayer deformation of the frame, the upper beam moves to either side, and the uppermost wall component in contact with this beam receives the force from the beam on its upper surface, so it is dragged by the beam and Move in the same direction. Similarly, the wall constituent material adjacent to the lower side of the wall constituent material receives a force from the beam indirectly on the upper surface thereof, and is dragged by the lower surface of the upper wall constituent material to move in the same direction. Eventually, the force from the upper beam is transmitted from the lower surface of the lowermost wall component to the lower beam, and this lower surface receives the reaction force from the lower beam.

  When the upper surface of the wall component receives a force (directly or indirectly) from the upper beam, the lower surface of the wall component also receives a force (directly or indirectly) from the lower beam, Since the upper and lower surfaces of the wall components are in a pair (action / reaction) relationship, “the upper surface receives a force from the upper beam and the lower surface exerts a force on the lower beam” is merely a convenient explanation. , “The lower surface receives a force from the lower beam, and the upper surface exerts a force on the upper beam”.

  Therefore, “It receives a force from the upper beam (directly or indirectly) on any upper surface of the wall component” means that the upper beam moves relative to either side due to the interlayer deformation of the frame. In addition, it means that the upper surface of the wall component receives a force directly from the beam or indirectly through another wall component in contact with the upper beam in the direction of movement.

  “The wall component exerts a force on the lower beam (directly or indirectly)” means that the wall component that receives the force from the upper beam directly or below the lower beam through its lower surface. It refers to receiving a reaction force by applying (giving) force indirectly from the wall component that is in contact with the side beam.

  “Because the lower surface of the wall component has a force that balances with the force received from the upper beam on the lower beam,” the wall component transmits the force received from the upper beam to the lower beam. This means that the balance is maintained in a state of receiving the reaction force from the beam, and that the individual wall components constituting the earthquake-resistant wall (wall plate) are kept in equilibrium as a part of the earthquake-resistant wall.

  “At least one of the upper surface and the lower surface forms a convex surface” means that the upper surface has a convex surface on the upper side, and the lower surface has a convex surface on the lower side. In addition to the case where only the upper surface has a convex surface (FIG. 8) and the case where only the lower surface forms a convex surface on the lower side (inverted shape in FIG. 8), the upper surface and the lower surface are both sides. In some cases, a convex surface is formed (FIGS. 2 and 10).

  The material of the wall constituent material is not limited as long as it can function as a rigid body that can bear a shearing force when a part of the earthquake-resistant wall (wall plate) is formed. In addition to the use of block-shaped members such as concrete blocks, bricks, and stone, the wall components are made of concrete members that are divided into multiple earthquake-resistant walls (wall plates). It suffices that at least some of the wall constituent materials have a plurality of pairs of upper and lower surfaces that are paired vertically.

  “Up-down pairing” means either the upper surface of a wall component that receives force transmitted directly or indirectly from the upper beam, and the force received on this upper surface directly to the lower beam, Alternatively, it means that the lower surface that indirectly exerts (gives) is a pair. That is, a pair of pairs refers to a combination of the upper surface and the lower surface that transmits the force from the upper beam received on the upper surface (pressure surface) from the lower surface (pressure surface) to the lower beam. The force exerted on the lower beam from the lower surface (pressure surface) of the wall component is also the reaction force received from the lower beam, and the reaction force received on the lower surface (pressure surface) of this wall component is the upper surface (pressured surface). It is balanced with the power received. The upper surface of the wall component that receives force directly or indirectly from the upper beam basically forms a convex surface upward as shown in FIGS. 2, 8, and 10, but the wall component as described above. Since the upper surface and the lower surface are in a paired relationship, there are cases in which the top and bottom of FIGS. 2 and 8 are inverted.

  At the time of interlayer deformation of the frame, the upper surface of the wall constituent material alternately receives force in the positive and negative directions, and the lower surface alternately applies force in the positive and negative directions, so that the upper surface (pressured surface) that receives the force alternately from the upper beam, The lower surface (pressure surface) that alternately exerts a force on the lower beam is a set of two surfaces, a surface that transmits a positive force and a surface that transmits a negative force.

  The upper surface (two pressed surfaces) that has two surfaces, a positive force transmitting surface and a negative force transmitting surface, receives force alternately from the beam when the upper beam moves positively and negatively. Since the lower surface (two pressurization surfaces) which exerts force alternately, it becomes the inclined surface which inclined fundamentally in the reverse direction with respect to the horizontal surface. Therefore, “the upper surface receiving the force from the upper beam forms an upwardly convex surface” means that the upper surface (two pressed surfaces) that form a pair of two surfaces forms an upwardly convex surface. In addition, if the lower surfaces (two pressure surfaces) that form a pair of two surfaces form a convex surface on the lower side, "the lower surface forms a convex surface on the lower side".

  After all, regardless of the upper surface (pressured surface) and the lower surface (pressurizing surface), if it receives force alternately in the positive and negative directions, or if the bent surface composed of two surfaces that exert force alternately becomes convex upward, If a convex surface is formed and concave on the upper side, a concave surface is formed on the upper side.

  The two surfaces near the center of the upper surface 21 of the wall constituting material 2 shown in FIG. 2 are apparently concave with respect to the vertical surface passing through the center, and the two surfaces near the center of the lower surface 22 are centered. It has a convex surface with respect to the vertical plane. However, a curved surface composed of a pair of two upper surfaces 21 (stressed surfaces) that are alternately subjected to a force from a wall component adjacent to the upper side (directly or indirectly from the upper beam), that is, a pair of 21a and 21b. In addition, the bent surface composed of the pair of 21c and 21d has a convex surface on the upper side, and alternately exerts a force on the wall constituent material adjacent to the lower side (directly or indirectly to the lower beam). A pair of two lower surfaces 22 (pressure surfaces), that is, a bent surface constituted by a set of 22a and 22b, and a bent surface constituted by a set of 22c and 22d are both concave surfaces.

  The wall constituting material 2 shown in FIG. 8 has two upper surfaces 21 (pressured surfaces) (21a and 21b) and two lower surfaces 22 (pressurized surfaces) (22a and 22b). 21b) has a convex surface on the upper side, and a curved surface composed of two surfaces (22a and 22b) on the lower surface 22 has a concave surface on the lower side. As described above, the wall constituting material 2 shown in FIGS. 2 and 8 may be used in an upside down state.

  The wall constituting material 2 shown in FIG. 10 also has two upper surfaces 21 (pressurized surfaces) (21a and 21b) and two lower surfaces 22 (pressurized surfaces) (22a and 22b). 21b) has a convex surface on the upper side, and a curved surface composed of two surfaces (22a and 22b) on the lower surface 22 has a convex surface on the lower side. Incidentally, in the example of FIG. 15, two surfaces of the upper surface that are plane-symmetrical and alternately receive force form a concave surface on the upper side, and the lower surface also forms a concave surface on the lower side.

  “A pair of a plurality of upper and lower surfaces to be paired” refers to an upper surface (pressurized surface) that receives a force from the upper beam and a lower surface (pressurized surface) that exerts (gives) a force to the lower beam as described above. Says that there are multiple pairs. For example, there is a pair of an upper surface (pressured surface) and a lower surface (pressurizing surface) that are paired at a symmetrical position with respect to the horizontal plane as shown in FIGS. 2 and 8 (Claim 3), or a vertical surface as shown in FIG. This means that there is a set of an upper surface (pressured surface) and a lower surface (pressurizing surface) in a point-symmetric position with respect to the center (Claim 4). After all, the wall constituent material has at least two sets of an upper surface (pressurized surface) that receives force from above and a lower surface (pressurized surface) that transmits force downward, and both the upper surface (pressurized surface) and the lower surface (pressurized surface) It will have two or more sides.

  In the example of FIG. 15, two pairs of plane symmetry (two pressure-receiving surfaces) that receive force from the upper beam form a pair of upper surfaces that form a concave surface on the upper side, and plane symmetry 2 that exerts a force on the lower beam. The lower surface that forms a pair of surfaces (two pressure surfaces) also forms a concave surface on the lower side. As a result, the block receives a force from above and a reaction force from below at a position that is point-symmetrical with respect to the center and a large distance from the center, so that it is easy to place a reaction force on the end of the block in the length direction. Easy to damage. In addition, a force from above and a reaction force from below form a couple that rotates the block, and a tensile force acts on both sides of the center.

  On the other hand, when there is a pair of an upper surface (pressurized surface) and a lower surface (pressurized surface) that are paired at a symmetrical position with respect to the horizontal plane (FIGS. 2 and 8), as shown in FIG. The received force can be transmitted from the lower surface at the same position in the length direction. Therefore, unlike the example of FIG. 15, no reaction force is applied to the end of the wall constituent material, and no couple is generated to rotate the wall constituent material.

  When there is a set of an upper surface (pressured surface) and a lower surface (pressurizing surface) that are point-symmetric with respect to the center of the vertical surface, and the upper surface is convex upward and the lower surface is convex downward (FIG. 10) As shown in FIG. 11, the force received on the upper surface on one side of the center of the wall constituting material can be transmitted from the lower surface of the point-symmetrical position with respect to the center. Therefore, in this case, the line of action of the force from above and the line of reaction of the reaction force received on the lower surface can be located on the same line or a line close thereto, so that the reaction force is applied to the end of the wall component. There is no generation of a couple that tries to rotate the wall constituent material.

  Either when the pair of upper surface (pressure surface) and lower surface (pressure surface) to be paired is on one side of the vertical surface (Claim 3) or when it is in a point-symmetrical position with respect to the center of the vertical surface (Claim 4) In addition, the force from the upper beam received by the wall constituent material from the upper surface (pressured surface) when the frame is deformed between layers is transmitted to the lower beam through the lower surface (pressure surface) paired with the upper surface. Therefore, the wall constituent material is not subjected to the force of the line as in the case where the concrete block having the shape shown in FIG. 15 is about to move. The phenomenon of trying to rotate does not occur.

  The upper surface (pressurized surface) and lower surface (pressurized surface) that are paired at a position that is symmetrical with respect to the horizontal plane or point-symmetrical with respect to the center, receive the force from the upper beam received on the upper surface from the lower surface to the lower beam without loss. In terms of transmission, they are basically parallel to each other (Claim 5), but are not necessarily parallel when the areas of the upper and lower surfaces of the pair are not equal.

  The pair of the upper surface (pressurized surface) and the lower surface (pressurized surface) that form a pair on the upper and lower sides of the wall components bears the horizontal force due to the relative movement (horizontal movement) of the upper beam due to interlayer deformation of the frame, while lower walls Since it functions to transmit to the components, the upper and lower surfaces are basically inclined with respect to the horizontal plane so that they can resist horizontal force. Specifically, the upper surface of the wall constituent material is inclined upward as the upper beam moves due to interlayer deformation, and the lower surface is inclined in a state parallel to or nearly parallel to the upper surface.

  However, if the upper beam moves so as to sink downward from the horizontal plane during interlayer deformation, or if it moves so as to float upward, the upper and lower surfaces of the wall components must be horizontal. There is also. In any case, it can be assumed that the lower beam remains horizontal even during interlayer deformation, so the upper surface of the beam is aligned so that the upper beam movement direction during interlayer deformation intersects the upper surface of the wall component. It is only necessary to incline relative to the moving direction of the second aspect.

  If the lower beam 42 maintains a horizontal state even when the interlayer is deformed and the upper beam 41 sinks or rises when the interlayer is deformed, the wall structure arranged near the upper beam as shown in FIG. Even if the upper surface 61 of the material 6 is a horizontal surface and the lower surface 62 is an inclined surface inclined with respect to the horizontal, it is possible to exhibit the function of transmitting the force transmitted from the upper beam 41 to the lower beam 42. is there. If the lower surface 62 of the wall constituent member 6 arranged on the upper side has a plurality of inclined surfaces inclined with respect to the horizontal plane as shown in the drawing, the wall constituent material arranged on the lower side and receiving force from the upper beam The upper surface 61 of 6 has a convex surface on the upper side.

  For example, when a seismic wall is constructed by stacking hexagonal columnar (block-shaped) wall components 2 as shown in FIG. 10 whose opposing surfaces are parallel to each other as shown in FIGS. The upper surface 21 (pressured surface) of the wall-shaped material 2 is subjected to a horizontal force from the upper wall material when the upper beam is relatively moved, and the lower surface 22 (pressure surface) is the lower wall material. Receive reaction force from 2. As described above, both the force acting on the upper surface 21 of the block-shaped wall component 2 and the reaction force acting on the lower surface 22 can be received by the surface. There is no situation where a part is damaged and the phenomenon of rotation caused by the damage does not occur.

  In the situation of FIG. 11, a compressive force in a direction facing each other acts on the upper surface 21 and the lower surface 22 of the block-shaped wall constituent material 2. When the force acting on each surface is divided into a component parallel to the surface and a component perpendicular to the surface, the parallel component gives a tensile force to the wall component 2 and the perpendicular component gives a shearing force. The block-shaped wall constituent material 2 does not have a portion having a reduced cross-sectional area, so there is no portion that becomes a weak point due to a tensile force.

  As described above, when the wall component is deformed between layers of the frame, it receives a force from the upper beam in the direction of relative movement, and the force is applied to the lower beam in the same direction as that direction. This is possible because the upper and lower surfaces of the wall component are parallel or close to each other, so that the wall component eventually has multiple pairs of upper and lower surfaces that are parallel or nearly parallel to each other. (Claim 5).

  As described above, the inter-layer deformation of the frame is repeated alternately in the positive and negative directions. Therefore, if a plurality of pairs of the upper surface and the lower surface that are parallel to each other or parallel to each other are directed in different directions, the relative movement of the upper beam in the positive and negative directions. Sometimes it becomes possible to transmit the force from the upper beam to the lower beam.

  However, when the upper and lower surfaces of the wall constituting material are concave surfaces with respect to the force transmitting side as in the example of FIG. 15, the force from the upper beam and the force from the lower beam Since either of the reaction forces is received by a line (point), it is appropriate that at least one of the upper surface and the lower surface has a convex surface as shown in FIGS.

  In the case of FIG. 15 where both the upper surface and the lower surface of the block are concave as described above, the force from the upper beam is received on the upper surface, and the reaction force from the lower beam is received on the lower surface. Although it can, the upper surface that receives the force from the upper beam and the lower surface that receives the reaction force from the lower beam are located on both sides of the center, so a tensile force acts on both sides of the center with a small cross-sectional area.

  On the other hand, in the case of FIG. 8 in which either one of the upper surface and the lower surface of the wall constituting material has a convex surface on the side for transmitting and receiving force, the force from the upper beam is applied as shown in FIG. Since the upper surface to be received and the lower surface to receive the reaction force from the lower beam are located on one side across the center, no tensile force acts on the center. The lower surface of the block (wall component) on the moving side with respect to the center is in contact with the block (wall component) adjacent to the lower side at the end with a line (point), so the end of this lower surface is adjacent to the bottom. Contacting the wall components or the lower beam may bear some of the reaction force and damage it.

  Therefore, in the case of FIG. 10 in which the upper surface and the lower surface of the wall constituent material are both convex surfaces on the side for transmitting and receiving force (Claim 4), the force from the upper beam as shown in FIG. Since the upper surface receiving the force and the lower surface receiving the reaction force from the lower beam are in a point-symmetrical position with the center in between, the component parallel to the upper surface and the lower surface only forms a couple and does not become a tensile force . The component perpendicular to the upper and lower surfaces also forms a couple, but the direction of the couple caused by the parallel components is opposite to that of the couple, so that it works to cancel the couple caused by the parallel components. In addition, because of the shape of the block (wall constituent material) itself, there is no part where the upper surface and the lower surface are in contact with each other, so that the block is not damaged.

  The wall constituent material (block) having the shape shown in FIG. 2 has an upper surface 21 (pressured surface) and a lower surface 22 (pressurized surface) that are adjacent to each other in the length direction (the width direction of the earthquake-resistant wall) and inclined with respect to the horizontal plane. Having a plurality of inclined surfaces, the inclined surfaces adjacent to each other in the length direction are directed in different directions, and any one of the inclined surfaces on the upper surface and one of the inclined surfaces on the lower surface are parallel to each other. (Claim 6). This feature also applies to the wall constituent material (block) having the shape shown in FIG. 8 and the wall constituent material (block) having the shape shown in FIG. 10 obtained by dividing the wall constituent material shown in FIG. 2 into two by a vertical plane passing through the center.

  10 is a case where the inclined surface 21a of the upper surface 21 and the inclined surface 22b of the lower surface 22 that are opposed to each other are parallel to each other across the center thereof, and the wall structural material 2 illustrated in FIG. This is a case where the inclined surface 21a of the upper surface 21 and the inclined surface 22a of the lower surface 22 are parallel to each other on the center side. More specifically, the wall constituting member 2 shown in FIG. 2 has a shape in which the same shape is continuous with respect to a vertical plane passing through the center in the length direction, and the upper surface 21 and the lower surface 22 on one side of the vertical surface are in different directions. And two inclined surfaces 21a and 21b and inclined surfaces 22a and 22b adjacent to each other in the length direction (Claim 7).

  As shown in FIG. 1 and FIG. 7, the block-shaped wall constituent material is configured as a seismic wall by being stacked in a horizontal direction (lateral direction) and a vertical direction (height direction) alone in the frame, As shown in FIG. 12, it may be combined with a wall-plate-like wall constituent material. In the former case, the wall components are stacked at the tear joint.

  In the latter case, the block-shaped wall components are arranged in the middle position of the earthquake-resistant wall as shown in FIG. 12 and arranged in the horizontal direction over the entire width of the earthquake-resistant wall, and arranged in a part of the entire width. There are times when it is made to be. When the wall-plate-like wall constituent material is used alone, a plurality of sheets are combined as shown in FIG.

  When the earthquake resistant wall is composed of a plurality of (multiple) wall components, the wall components adjacent to each other in the horizontal direction and the vertical direction, There are cases where the beam and the wall constituent material in contact with the beam and the lower beam and the wall constituent material in contact with the beam are in direct contact with each other, and there are cases where a filler, a stress transmission member or the like is interposed therebetween.

  The interposition of the filler is performed for the purpose of avoiding wear and damage of the wall component and the beam due to direct contact, and ensuring the transmission of force between adjacent wall components. Fillers such as mortar and adhesive are filled as fillers, and steel materials, reinforced plastics (including fiber reinforced plastics) and the like are interposed as stress transmission members.

  In the case of FIG. 3, a plurality of inclined surfaces facing different directions on the upper surface and the lower surface are alternately arranged in the horizontal direction, and the upper and lower surfaces facing each other are parallel to each other. By having four sets, the upper surface of the block (middle block) located in the middle in the height direction is the upper side, and the force transmitted from the upper beam from the lower surface of the two blocks (upper blocks) that are adjacent in the horizontal direction on the upper side. The receiving and lower surfaces receive reaction force transmitted from the lower beam from the upper surfaces of two adjacent blocks (medium blocks) on the lower side.

  In this way, the force (shearing force) from the upper beam at the time of interlayer deformation of the frame is transmitted from the lower surface of the relatively located block to the intermediate block, and from the lower surface of the intermediate block to the lower side. Since the force (shearing force) from the upper beam that composes the frame is finally transmitted to the lower beam by being transmitted to the block located in the frame, it is transmitted to the lower beam through multiple blocks. In this case, a horizontal force (horizontal shear force) is transmitted.

  The reaction force received from the upper and lower surfaces of the middle block is divided into a component parallel to each surface and a component perpendicular to each surface, and the parallel components are different in direction from each other. To face each other, compressive force is applied to the block. The reaction force from the upper block acts on the center of the upper surface, and the reaction force from the lower block acts on the center of the lower surface. Therefore, the tensile force acts on a limited range.

  Here, when the block-like wall constituent materials shown in FIG. 2 are arranged in the height direction as shown in FIG. 1, the wall constituent materials (medium blocks) in the middle in the height direction as shown in FIG. The balance of forces acting on the lower surface of the middle block when the wall constituent material (upper block) on the upper side of the plate moves relative to the right side with respect to the middle block will be described with reference to FIG. With the relative movement of the upper block, the middle block also moves in the same direction.

  In the case of the wall constituent material (block) having the shape shown in FIG. 2, since the pair of the upper and lower surfaces facing each other is on one side of the center of the block, the tensile force does not act on both sides of the block center. There is no power to try to separate them. Since the compressive force acts on a close line, the influence on the block is small.

  The upper block moves relative to the middle block by sliding in the horizontal direction (width direction of the seismic wall) as shown in FIG. 4- (a), and the shape of the upper surface of the middle block is associated with the relative movement. The behavior of riding on the middle block in response to the above and moving upward is shown. As the upper block moves horizontally, it moves on the middle block and moves upward, so that the entire earthquake-resistant wall tends to expand (expand) in the height direction. This phenomenon is expressed as “expansion” below.

  Expansion occurs in individual block units, and the expansion of each block accumulates and develops into the vertical expansion of the entire seismic wall, but the expansion of the entire seismic wall is constrained by surrounding frames, especially the upper and lower beams, and the seismic wall Since it receives a high restraining force in the horizontal and vertical directions, it exerts high shear strength and shear rigidity due to interlayer deformation of the frame.

  In addition, a tensile reinforcement material such as a fiber sheet is integrated by adhesion or adhesion of mortar on at least one side of the thickness direction of the earthquake resistant wall (wall plate) made of a plurality of wall components, thereby Since the restraining effect can be supplemented, the shear strength and shear rigidity of the earthquake resistant wall are further improved.

  In the state shown in FIG. 4A, the upper block contacts the two upper surfaces of the middle block at the two lower surfaces, and the lower surface of the upper block receives a reaction force from the upper surface of the middle block. The relationship between the behavior and force of the upper block is the same even when the upper and lower sides of the block shown in FIG. 2 are inverted.

  FIG. 4- (c) shows a balance state of forces generated between the lower surface of the upper block and the upper surface of the middle block. Here, for the sake of simplicity, it is assumed that an axial force does not act on the block in any direction in a state where the earthquake-resistant wall composed of a plurality of blocks is not deformed.

In FIG. 4- (a), among the forces acting on the lower surface of the upper block from the upper surface of the middle block, the component perpendicular to the lower surface of the upper block mainly acts as a force for suppressing the expansion of the earthquake resistant wall. When the magnitude of this force is QO and the component parallel to the lower surface is PO, the friction coefficient is μ, and PO = μ · QO (μ = PO / QO) holds.
On the other hand, since tan γ = PO / QO in (b),
γ = tan ⁻¹ (PO / QO) = tan ⁻¹ · μ.

In FIG. 4- (c), of the forces acting from the upper block to the middle block, the horizontal component is AO, the vertical component is BO, and the angle between the force QO and the vertical direction is θ.
AO = BO · tan (θ + γ).
Here, when the vertical restraining force received by the entire earthquake resistant wall from the upper and lower frames due to the expansion of the block is V, and the number of contact surfaces per block step is m, BO = V / m,
AO = V / m · tan (θ + γ).
Further, when the shearing force of the entire earthquake resistant wall is Q, since Q = m · AO, the following formula (1) is obtained.
Q = V · tan (θ + tan ⁻¹ · μ) (1)

In FIG. 4D, if the upper block slides by δ in the horizontal direction with respect to the middle block and no deformation occurs, the upper block moves upward by e and expands. However, since the block contracts in the vertical direction due to the vertical restraining force and the expansion amount is smaller than e, if the contraction amount of the block itself is e ₁ and the resulting expansion amount is e ₂ ,
e = e ₁ + e ₂ .

  Here, assuming that the upper and lower beams that make up the frame are rigid and that the vertical restraining force acts on the seismic wall from the main pillars on both sides of the seismic wall in the width direction, the column main bar that restrains the compressive force generated on the block and its expansion The pulling force is equal, and the pulling force of this column main bar is nothing but the vertical restraint force.

The vertical direction restraining force V, and number of blocks n, the clear width height Shear Walls h, and Young's modulus of the block _{c E,} the Young's modulus of the pillar main reinforcement and _{s E,} receives the vertical restraining force V Shear If the effective cross-sectional area of the wall is _w A _e and the cross-sectional area of the column main reinforcement is _r A,
The strain ε1 of the block is ε1 = V / _c E · _w A _e ,
Since the column principal muscle distortion ε2 is ε2 = V / _s E · _r A, V is as follows.
V = _c E · _w A _e · ε 1 = _s E · _r A · ε 2 (2).

The effective cross-sectional area _w A _e of the earthquake-resistant wall is such that when the upper block moves relative to the middle block as shown in FIG. 4- (b), the lower surface of the upper block and the upper surface of the middle block are in contact (overlapping). ) Indicates the total (total) of the horizontal projection areas of the surface.

ε1 and ε2 are also given that the height of one block is L.
Since ε1 = e ₁ / L, ε2 = e ₂ / L, and L = h / n,
ε1 = e ₁ / (h / n) = (e ₁ · n) / h,
ε2 = (e ₂ · n) / h.
When these ε1 and ε2 are put into the above equation (2),
_{V = c E · w A e} · (e 1 · n) / h = s E · r A · (e 2 · n) / h ...... (3)
Therefore, the following formula (4) is obtained.
_c E · _w A _e · e ₁ = _s E · _r A · e ₂ (4)

Also, from FIG. 4- (c), e ₂ = δ · tan θ−e ₁ , so when this is put on the right side of the equation (4),
_c E · _w A _e · e ₁ = _s E · _r A · (δ · tan θ−e ₁ ), and rearranging, the following equation (5) is obtained.
e ₁ = {( _s E · _r A) / ( _c E · _w A _e ) · δ · tan θ} / {( _s E · _r A) / ( _c E · _w A _e ) +1} (5)

Here, when the interlayer deformation angle with respect to the inner height of the earthquake-resistant wall is R, the equation (5) becomes the following equation (6).
e ₁ = {( _s E · _r A) / ( _c E · _w A _e ) · tan θ} / {( _s E · _r A) / ( _c E · _w A _e ) +1} · (h · R) / n …… (6)

From the above equations (3) and (6), the following equation (7) is obtained.
_{V = c E · w A e} · {(s E · r A) / (c E · w A e) · tanθ} / {(s E · r A) / (c E · w A e) +1} · R ...... (7)
When formula (7) is substituted into formula (1) and rearranged, Q is expressed as follows.
Q = ( _s E · _w A _e ) · {( _r A / _w A _e ) · tan θ} / {( _s E · _r A) / ( _c E · _w A _e ) +1} · tan (θ + tan ⁻¹ · μ) ・ R …… (8)

  It was clarified that the shearing force Q acting on the shear wall is expressed using the interlayer deformation angle R by the equation (8). That is, even when slip δ occurs in each block and the interlaminar deformation angle R occurs as a whole earthquake resistant wall, it has become clear that the shear force Q does not become zero. It was proved that the shearing force of can be expected.

Further, assuming that the contraction e ₁ and the expansion e ₂ are generated in the block due to the slip δ with respect to the middle block of the upper block, the relationship between the shear force Q and the interlayer deformation angle R is established, so that the upper block slips. It was also revealed that the expansion caused by the shear wall contributes to the shearing force Q of the entire earthquake resistant wall. It was proved that the vertical expansion of the entire seismic wall with the expansion of each block was constrained by the upper and lower beams that make up the frame, and therefore possessed high shear rigidity.

  The wall component receives a force directly or indirectly from the upper beam constituting the frame on the upper surface, and a force that balances the force received from the upper beam on the lower beam constituting the frame through the lower surface. By having a shape that directly or indirectly affects the beam, the force (shearing force) from the upper beam can be reliably transmitted to the lower beam. In addition, the sliding of the wall component located on the upper side causes the climb to the wall component located on the lower side, and the vertical expansion of the entire earthquake resistant wall is restrained by the upper and lower beams, so the shear strength of the earthquake resistant wall And shear rigidity is improved.

It is the elevation view which showed the structural example of the earthquake-resistant wall constructed | assembled by the masonry of the block-shaped wall structural material. It is the perspective view which showed the wall structural material which comprises the earthquake-resistant wall of FIG. FIG. 3 is an elevational view showing a state of transmission of force when the upper wall constituent material is relatively moved in the horizontal direction along with interlayer deformation of the frame in a state where the wall constituent materials shown in FIG. 2 are stacked in a plurality of stages. . (A) is an elevational view showing the relationship between the relative movement amount δ of the wall constituent material located in the middle stage of FIG. 3 and the accompanying ride (expansion) amount e, and (b) is the upper wall constituent material and the lower wall constituent material. The top view which showed the horizontal projection area of the contact surface with a wall component, (c) showed the balance state of the force between the upper wall component and the lower wall component in (a). Explanatory drawing, (d) is explanatory drawing which showed the adaptation state of a deformation | transformation of the relative displacement | distance delta and the riding amount e at the time of (a). It is the elevation which showed the mode at the time of construction start of the earthquake-resistant wall shown in FIG. FIG. 7 is an elevational view showing the next procedure of FIG. 6. It is the elevation which showed a mode that the masonry of all the wall structural materials which comprise the earthquake-resistant wall shown in FIG. 1 was completed. It is the perspective view which showed the wall structural material of the shape which divided the wall structural material shown in FIG. 2 into 2. FIG. FIG. 9 is an elevation view showing a state in which the upper wall constituent material is relatively moved in the horizontal direction in a state where a plurality of the wall constituent materials shown in FIG. 8 are stacked. It is the perspective view which showed the convex hexagonal columnar wall structural material. It is the elevation which showed a mode when the upper wall component material moved relatively in the horizontal direction in the state which accumulated the wall component material shown in FIG. 10 in multiple steps. It is the elevation which showed the structural example of the earthquake-resistant wall which arranged the wall component material shown in FIG. 10 in the middle stage of the earthquake-resistant wall (wall board) in 1 row, and has arrange | positioned the wall-plate-like wall component material to the upper and lower sides. It is the elevation which showed the structural example of the earthquake-resistant wall at the time of forming an opening part in the center part of the earthquake-resistant wall (wall board) shown in FIG. It is the elevation which showed the example of composition of the earthquake-resistant wall which has arranged two wall-plate-like wall constituent materials up and down, and interposed the stress transmission member between both wall constituent materials. This is an elevation view showing the state of force transmission when the upper wall components move relative to each other in the horizontal direction with the inter-layer deformation of the frame in a state where the blocks constituting the conventional earthquake-resistant wall are stacked in multiple stages. is there.

  Hereinafter, the best mode for carrying out the present invention will be described with reference to the drawings.

  FIG. 1 shows a structure in which a plurality of wall components 2 are arranged in a height direction in a frame 5 composed of columns 3 and beams 4 (41, 42), and the wall components 2 are constrained from the frame 5 in the height direction. The structural example of the earthquake-resistant wall 1 made is shown. FIG. 1 shows a seismic wall 1 constructed by breaking and stacking the three-dimensional wall constituent material 2 shown in FIG. 2 in the horizontal and vertical directions.

  The wall component 2 constitutes a wall plate 10 excluding the frame 5 in the earthquake resistant wall 1. The shape of the wall component 2 may be a block shape as shown in FIGS. 1 to 7 or a wall plate shape as shown in FIGS.

  The wall component 2 has a pair of upper and lower surfaces 21 and 22 that are paired vertically, and when the frame 5 undergoes interlayer deformation, directly or indirectly from the upper beam 41 constituting the frame 5. Any one of the upper surfaces 21 receives a force in the direction of the 5 movement of the frame, and the lower surface 22 directly or indirectly receives a force that balances with the force received from the upper beam 41 constituting the frame 5. Has a shape to affect. At least one of the upper surface 21 and the lower surface 22 forms a convex surface on each side.

  2 has a form in which each of the upper surface 21 and the lower surface 22 has a plurality of inclined surfaces 21a to 21d and 22a to 22d that are adjacent to each other in the length direction and are inclined with respect to the horizontal plane. The inclined surfaces 21a (22a) and 21b (22b) adjacent to each other in the length direction, the inclined surfaces 21b (22b) and 21c (22c), and the inclined surfaces 21c (22c) and 21d (22d) are different from each other. Any one of the inclined surfaces 21a to 21d of the upper surface 21 and one of the inclined surfaces 22a to 22d of the lower surface 22 are parallel to each other.

  The wall component 2 shown in FIG. 2 has a continuous shape with respect to a vertical plane (symmetric plane) passing through the center in the length direction, particularly indicated by a broken line, and an upper surface 21 (pressured surface) and a lower surface 22 on one side of the vertical plane. (Pressurized surfaces) are directed in different directions and are adjacent to each other in the length direction, two inclined surfaces 21a and 21b (inclined surfaces 21c and 21d), and inclined surfaces 22a and 22b (inclined surfaces 22c). It has an inclined surface 22d). All the inclined surfaces 21a to 21d of the upper surface 21 are pressure surfaces, and all the inclined surfaces 22a to 22d of the lower surface 22 are pressure surfaces.

  As shown in FIGS. 3 and 4, in the earthquake-resistant wall 1 in which the plurality of wall constituent members 2 shown in FIG. 2 are arranged adjacent to each other in the horizontal direction and arranged in multiple stages in the vertical direction, the upper stage side (upper side) The lower surface 22 (pressurizing surface) of the wall constituent material 2 located on the upper surface 21 (pressured surface) of the wall constituent material 2 located on the lower side (lower side) is in contact with each other. There are cases where the upper and lower adjacent wall constituents 2 and 2 are in direct contact with each other, and there are cases where fillers such as mortar and adhesive are filled between the two and indirect contact with each other.

  When the wall constituent material 2 positioned relatively on the upper side moves from the lower surface 22 of the upper wall constituent material 2 to the right side in the drawing due to interlayer deformation of the frame 5, the lower wall constituent material 2 The upper surface 21 receives a force. In the case of FIG. 3 in particular, the inclined surface 22a and the inclined surface 22c constituting the lower surface 22 of the upper wall constituting member 2 are changed to the inclined surface 21a and the inclined surface 21c constituting the upper surface 21 of the lower wall constituting member 2. Power is transmitted.

  The block-like wall constituent material 2 shown in FIG. 2 exerts a force on the two lower wall constituent materials 2 and 2 due to the relative movement of the upper wall constituent material 2 in a relationship where they are stacked at the tear joint. . When the upper wall constituent material 2 moves to the right side, the wall constituent material 2 located on the left side of the two adjacent wall constituent materials 2 and 2 from the inclined surface 22a of the upper wall constituent material 2 below. The force is transmitted to the inclined surface 21c, and the force is transmitted from the inclined surface 22c of the upper wall constituent member 2 to the inclined surface 21a of the right wall constituent member 2. When the upper wall constituent member 2 moves to the left side, a force is transmitted from the inclined surface 22d of the upper wall constituent member 2 to the inclined surface 21b of the wall constituent member 2 located on the right side. A force is transmitted from the inclined surface 22b to the inclined surface 21d of the left wall component 2.

  Therefore, the set of the inclined surface 21a and the inclined surface 21b and the set of the inclined surface 21c and the inclined surface 21d on the upper surface 21 of the wall constituting material 2 having the shape shown in FIG. The combination of the inclined surface 22a and the inclined surface 22b on the lower surface 22 and the combination of the inclined surface 22c and the inclined surface 22d alternately apply forces to the lower beam 42 in the positive and negative directions. Become.

  Further, the forces received by the inclined surfaces 21a and 21c of the upper surface 21 are transmitted from the inclined surfaces 22a and 22c of the lower surface 22, and the forces received by the inclined surfaces 21b and 21d of the upper surface 21 are inclined surfaces of the lower surface 22. 22b and the inclined surface 22d are transmitted from the upper beam 41 so that the inclined surface 21a and the inclined surface 22a, the inclined surface 21b and the inclined surface 22b, the inclined surface 21c and the inclined surface 22c, and the inclined surface 21d and the inclined surface 22d are combined. The force is transmitted to the lower beam 42 as a pair. Each pair of the inclined surface 21a, the inclined surface 22a, and the like, which are paired with each other, are parallel to each other.

  The wall component 2 shown in FIGS. 8 and 9 has a shape obtained by dividing the wall component 2 shown in FIG. 2 into two by a vertical plane (symmetric plane) passing through the center thereof, so that each of the upper surface 21 and the lower surface 22 has a length. There are a plurality of inclined surfaces 21a, 21b and inclined surfaces 22a, 22b that are adjacent to each other, are inclined with respect to a horizontal plane, and are directed in different directions.

  In this case, the pair of the inclined surface 21a and the inclined surface 21b adjacent to each other on the upper surface 21 is a combination that receives force alternately from the upper beam 41 in the positive and negative directions, and the pair of the adjacent inclined surface 22a and inclined surface 22b on the lower surface 22 is combined. Is a combination in which forces are alternately applied to the lower beam 42 in positive and negative directions. The inclined surface 21a of the upper surface 21 and the inclined surface 22a of the lower surface 22, and the inclined surface 21b of the upper surface 21 and the inclined surface 22b of the lower surface 22 are parallel to each other, and each set receives a force from the upper beam 41, It becomes a pair for transmitting to the beam 42.

  As shown in FIG. 9, when the wall component 2 shown in FIG. 8 moves relative to the lower wall component 2, the force from the upper wall component 2 is applied as described above. It can be received by the inclined surface 21a, and the reaction force from the lower wall constituent material 2 can be received by the inclined surface 22a.

  On the other hand, the wall constituent material 2 is also in contact with the wall constituent material 2 adjacent to the lower side at the moving side end portion (lower end portion) of the lower surface 22, and this end portion is in contact with a line. There is a possibility of wear or damage to the ends of the. The possibility of this wear or the like is due to the fact that the inclined surface 22a that receives the reaction force from the lower wall constituent material 2 forms a concave surface on the lower side, so that the wall constituent material shown in FIGS. 2 also exists.

  On the other hand, as shown in FIG. 10 and FIG. 11, the inclined surface 22 a that receives the reaction force from the lower wall constituent material 2 is formed on the lower side by making the side surface shape of the wall constituent material 2 convex convex. Since it has a convex surface, there is no end in contact with the lower wall component 2 with a line, and there is no possibility that the lower surface 22 is worn or damaged. The wall constituting material 2 shown in FIGS. 10 and 11 has a hexagonal columnar shape whose opposing surfaces are parallel to each other.

  10 also includes a plurality of inclined surfaces 21a, 21b and inclined surfaces 22a, 22b that are adjacent to each other in the length direction and inclined with respect to the horizontal plane. The inclined surface 21a (22a) and the inclined surface 21b (22b) adjacent to each other face in different directions. In the case of FIG. 10, unlike the case of FIG. 8, the inclined surface 21a of the upper surface 21 and the inclined surface 22a of the lower surface 22, and the inclined surface 21b of the upper surface 21 and the inclined surface 22b of the lower surface 22 are not parallel to each other. And the inclined surface 22b, and the inclined surface 21b and the inclined surface 22a are parallel to each other, and each pair forms a pair for receiving a force from the upper beam 41 and transmitting it to the lower beam 42.

  FIG. 12 shows a structural example of the seismic wall 1 when the wall structural members 2 shown in FIG. 10 are arranged in a row in the middle of the height direction of the seismic wall 1 and wall plate-like wall structural members 6 are arranged above and below them. Indicates. In this example, a block-like wall component 2 and a wall-plate-like wall component 6 are arranged in the height direction in a frame 5 composed of columns 3 and beams 4, and at least the wall component 2 is on the upper side. It has an upper surface 21 that receives the force from the beam 41 and a lower surface 22 that transmits the force to the lower beam 42.

  In FIG. 12, the shapes of the lower surface 62 of the wall component 6 in contact with the upper beam 41 and the upper surface 61 of the wall component 6 in contact with the lower beam 42 are the upper surface 21 and the lower surface 22 of the wall component 2 arranged in the middle stage. It becomes a waveform according to the inclination of. For this reason, the upper wall component 6 transmits a force to the upper surface 21 of the wall component 2 through the inclined surface of the lower surface 62 during horizontal movement accompanying the interlayer deformation of the frame 5, and the lower wall component 6 A reaction force is applied to the wall component 2 from the inclined surface.

  When the upper beam 41 sinks at the time of interlayer deformation of the frame 5 or moves relative to the lower beam 42 so as to float up, even if the upper surface 61 of the upper wall component 6 is a flat surface, Since the upper surface 61 of the wall constituting member 6 is inclined relative to the moving direction of the upper beam 41, a force can be received from the upper beam 41 in the moving direction.

  When the upper beam 41 moves relatively in the horizontal direction, the upper surface 61 of the upper wall component 6 is corrugated as shown by a chain line in FIG. 12 so that the force from the beam 41 is easily transmitted to the wall component 6. May be formed. This waveform follows the shape of the waveform formed by the upper surface and the lower surface of the group of wall constituent members 2 arranged in the middle, and is formed so that inclined surfaces having different directions are alternately arranged. In that case, a filler 7 such as mortar, concrete, adhesive or the like is filled between the upper beam 41 and the upper surface of the wall constituent material 6. If the lower surface 62 of the lower wall component 6 is also formed in a corrugated shape, the transmission of force from the lower surface 62 of the lower wall component 6 to the lower beam 42 is ensured.

  FIG. 13 shows an example in which the opening 8 is formed by cutting out a part of the earthquake resistant wall 1 near the center shown in FIG. In this case, the formation of the opening 8 eliminates the restriction of the wall constituent material 6 and the end of the wall constituent material 2 on the opening 8 side, and the force from the wall constituent material 6 positioned on the upper side to the wall constituent material 2 is relatively high. Therefore, the frame material 9 is disposed at the edge position of the opening 8.

  FIG. 14 shows an example in which two wall members 6, 6 are arranged in the frame 5, and the lower surface 62 of the upper wall member 6 and the upper surface 61 of the lower wall member 6 are formed in a corrugated shape. Indicates. In this case as well, the corrugation is formed following the shape of the corrugation formed by the upper and lower surfaces of the group of block-shaped wall constituent members 2 as indicated by the chain line. The upper and lower wall constituent members 6 and 6 may be arranged in a state where the lower surface 62 of the upper wall constituent member 6 and the upper surface 61 of the lower wall constituent member 6 are in direct contact with each other. In order to increase the force transmission effect between the two, a stress transmission member 11 such as a steel material or reinforced plastic is interposed. In some cases, the filler 7 is filled between the upper and lower wall constituent members 6 and 6.

  Here, the work procedure in the case of building the earthquake-resistant wall 1 shown in FIG. 1 by stacking the wall constituent materials 2 shown in FIG. 2 will be described with reference to FIGS. FIG. 5 shows a state in which the gantry 12 for arranging the wall constituent members 2 in the horizontal direction is installed on the lower beam 42 in the frame 5 composed of the columns 3 and the beams 4 (41, 42). Since the top end of the lower beam 42 and the top end of the slab are the same, the lower beam 42 is represented by a slab in FIG.

  The upper surface of the gantry 12 is formed in a corrugated shape following the shape of the lower surface when a plurality of wall constituent materials 2 are arranged adjacent to each other in the length direction and a group of wall constituent materials 2 is formed. The gantry 12 is fixed to the lower beam 42 by an anchor or the like. A filler 7 such as mortar may be laid on the beam 42 instead of the mount 12. When the building of all the wall constituent members 2 is completed, the filler 7 is filled between the uppermost wall constituent member 2 and the lower surface of the upper beam 41, so that the lower surface of the upper beam 41 is filled in advance. A protrusion 13 is provided so as to ensure the integrity of the material 7 and the beam 41.

  FIG. 6 shows a state in which the wall constituting material 2 is torn and stacked on the mount 12 shown in FIG. FIG. 7 shows a state where the stacking of the uppermost wall components 2 has been completed. From the state of FIG. 7, the filler 7 is filled between the uppermost wall component 2 and the upper beam 41 as described above. Since the frame 5 needs to restrain the horizontal movement of the wall constituent material 2, as shown in FIG. 1, the filler 7 is also filled between the wall constituent material 2 and the pillar 3 on the column 3 side, and is seismic resistant. Wall 1 is completed.

  In FIG. 1, the filler 7 is filled with the wall constituent material 2 over the entire length of the column 3, but the filler 7 is particularly focused on the upper and lower ends (head and legs) of the column 3. If filled, the shear wall 1 bears the horizontal shearing force at the time of the earthquake, and exerts the restraining effect of the wall component 2 by the pillar 3 until the final time before the collapse, thereby improving the shear strength of the earthquake resistant wall 1 Can do.

  Fiber for resisting the oblique tension when the seismic wall 1 bears a shearing force on at least a part or the entire surface of the wall plate (seismic wall 1) made of a plurality of wall constituent materials 2 A tensile reinforcing material such as a sheet may be integrated with an adhesive or mortar.

1 ... seismic wall, 10 ... wallboard,
2 ... Wall component (block shape), 21 ... Upper surface, 22 ... Lower surface,
21a to 21d: inclined surface,
22a to 22d: inclined surface,
3 ... Column, 41 ... Upper beam, 42 ... Lower beam, 5 ... Frame,
6 …… Wall component (wall plate shape), 61 …… Upper surface, 62 …… Lower surface,
7 ... filler, 8 ... opening, 9 ... frame material,
11 ... Stress transmission member, 12 ... Mounting stand, 13 ... Projection.

Claims (7)

A plurality of wall components are arranged in the height direction in a frame made of columns and beams, and the wall components are constructed in a state of being restrained in the height direction from the frame,
The wall constituting member has a plurality of pairs of upper and lower surfaces which are paired vertically, and when the frame undergoes interlayer deformation, any one of the upper surfaces is formed from the upper beam constituting the frame. Receiving a force in the direction of movement, any one of the lower surfaces is shaped to exert a force that balances the force received from the upper beam on the lower beam constituting the frame;
An earthquake-resistant wall, wherein at least one of the upper surface and the lower surface forms a convex surface.   The earthquake-resistant wall according to claim 1, wherein an upper surface of the wall constituent material is inclined relative to a moving direction of the upper beam during the interlayer deformation.   The earthquake-resistant wall according to claim 1 or 2, wherein a pair of the upper and lower surfaces paired in the upper and lower sides is in a symmetric position with respect to a horizontal plane passing through the center of the wall constituent material.   The earthquake-resistant wall according to claim 1, wherein the pair of upper and lower surfaces paired in the upper and lower positions is in a point-symmetrical position with respect to the center of the wall constituent material.   The earthquake-resistant wall according to claim 3 or 4, wherein the upper and lower surfaces that form a pair in the upper and lower sides are parallel to each other.   Each of the wall constituting members has a plurality of inclined surfaces that are adjacent to each other on the upper surface and the lower surface in the length direction and inclined with respect to a horizontal plane, and the inclined surfaces adjacent to the length direction face different directions, and The earthquake-resistant wall according to claim 5, wherein the upper surface and the inclined surfaces of the lower surface paired therewith are parallel to each other. The earthquake resistant wall according to claim 3, wherein a plurality of the wall constituent materials are continuous in the length direction.

Images